The URL can be used to link to this page

Home My WebLink AboutSANCTUARY ON THE GREEN - PDP190003 - SUBMITTAL DOCUMENTS - ROUND 3 - PLANSDRAWING NUMBER: 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ■ land planning ■ landscape architecture ■ ■ urban design ■ entitlement ■ ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No. DESCRIPTION DATE REVISIONS No. DESCRIPTION DATE Plotted By: Sam Coutts Layout: C COVER Printed On: 8/7/2019 2:43 AM File Name: C COVER.dwg ORIGINAL SIZE 24X36 ENTITLEMENT DRAWINGS NOT FOR CONSTRUCTION RIPLEY DESIGN INC. Russ Lee 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 p. 970.224.5828 f. 970.225.6657 SOLITAIRE HOMES Bill Veio and David Pretzler 6645 E. Heritage Pl. South Centennial, CO 80111 303.721.9054 ENGINEER PLANNER NORTHERN ENGINEERING Ryan Banning 301 Howes St. Suite 100 Fort Collins, CO 80521 p. 970.221-4158 OWNER COVER PROJECT DEVELOPMENT PLAN SANCTUARY ON THE GREEN 02 CITY COMMENTS 08/08/2019 01 CITY COMMENTS 05/08/2019 01 PDP 3/11/2019 FORT COLLINS, CO SH APL R18-004 C OF 50 NORTH 0 05 10 20 SCALE: 1"=10'-0" A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 9, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONSIDERING THE EAST LINE OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 9 AS BEARING NORTH 00° 54' 31" EAST AND WITH ALL BEARINGS HEREIN RELATIVE THERETO: COMMENCING AT THE NORTH 1/16TH CORNER OF SAID SECTION 9; THENCE ALONG THE NORTH LINE OF THE SOUTHEAST QUARTER OF THE NORTHEAST LEGEND = PROPERTY BOUNDARY = NATURAL HABITAT BUFFER CITY LIMITS W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S SS SS S S W W W W W W W W W W W W W W W W W W W W S S S S S S S S W W W W F W W W W UE S SS SS SS SS SS W W W W F W W W W W W * LEGEND PERSON DOOR WALKWAY MODIFICATION NEEDED ENHANCED PEDESTRIAN CROSSING 2.0 1.0 .5 2.0 .5 2.0 1.0 1.0 .5 .5 .5 2.0 B C C C A B C A B C A A C C A B A A TEST STA STREET B - 57' PUBLIC ROW STREET B - 57' PUBLIC ROW STREET B - 57' PUBLIC ROW STREET C - 57' PUBLIC ROW BARTON DRIVE NEW MERCER DITCH CHERRY STREET LAPORTE AVENUE LAPORTE AVENUE STREET A - 51' PUBLIC ROW PENNEYLVANIA STREET 20' ALLEY NORTH TAFT HILL ROAD NORTH TAFT HILL ROAD SOLDIER CREEK TRAIL BUS STOP POUDRE SCHOOL DISTRICT STORMWATER DRAINAGE EASEMENT ROSTEK ADDITION UNINCORPORATED LARIMER COUNTY ROSTEK ADDITION UNINCORPORATED LARIMER COUNTY POUDRE R-1 SCHOOL DISTRICT (LMN) GREEN ACRES UNINCORPORATED B M TEST STA MW MW MW MW 2.0 1.0 .5 2.0 .5 2.0 1.0 1.0 .5 .5 .5 2.0 B C C C A B C A B C A A C C A B A A MF #2 MF #1 MF #4 MF #3 MF #5 MF #6 SFA #1 (2-STORY) SFA #2 (2-STORY) SFA #4 (2-STORY) SFA #3 (2-STORY) SFA #5 (2-STORY) SFA #6 (2-STORY) SFA #7 (2-STORY) SFA #10 (3-STORY) SFA #8 (3-STORY) SFA #9 LEGEND = 5' CONTEMPORARY SOLID HORIZONTAL PRIVACY PICKET FENCE = RAIL FENCE 2.0 1.0 .5 2.0 .5 2.0 1.0 1.0 .5 .5 .5 2.0 B C C C A B C A B C A A C C A B A A V.P. V.P. B M V.P. V.P. V.P. V.P. V.P. V.P. N IMPALA DR IRISH DR WEBB AVE PENNSYLVANIA STREET LAPORTE AVE BRIARWOOD RD S IMPALA DR STEPHENS ST NORTH TAFT HILL ROAD DETENTION BASIN NEW MERCER DITCH CALVARY BAPTIST TEMPLE 5' CONTEMPORARY SOLID HORIZONTAL PRIVACY PICKET FENCE DRAWING NUMBER: 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ■ land planning ■ landscape architecture ■ ■ urban design ■ entitlement ■ ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No. DESCRIPTION DATE REVISIONS No. DESCRIPTION DATE Plotted By: Sam Coutts Layout: L-4 FENCE PLAN Printed On: 8/7/2019 2:47 AM File Name: Fence Plan.dwg ORIGINAL SIZE 24X36 ENTITLEMENT DRAWINGS NOT FOR CONSTRUCTION RIPLEY DESIGN INC. Russ Lee 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 p. 970.224.5828 f. 970.225.6657 SOLITAIRE HOMES Bill Veio and David Pretzler 6645 E. Heritage Pl. South Centennial, CO 80111 303.721.9054 ENGINEER PLANNER NORTHERN ENGINEERING Ryan Banning 301 Howes St. Suite 100 Fort Collins, CO 80521 p. 970.221-4158 OWNER FENCE PLAN PROJECT DEVELOPMENT PLAN SANCTUARY ON THE GREEN 02 CITY COMMENTS 08/08/2019 01 CITY COMMENTS 05/08/2019 01 PDP 3/11/2019 FORT COLLINS, CO SH APL R18-004 L-4 OF 50 NORTH 0 50 100 200 SCALE: 1"=100'-0" 5'-0" EQ. EQ. EQ. EQ. 2" 8'-0" O.C. MAX 2" X 6" TOP CAP 1" X 4" HORIZONTAL PICKET 6" X 6" X 9' POST WITH 1" BEVEL (3) 2" X 4" FLOATING POSTS TO PREVENT WARPING BEHIND 23 4" PLAN ENLARGEMENT 1" DADO IN POST FOR PICKETS 6" 5' CONTEMPORARY SOLID HORIZONTAL PRIVACY PICKET FENCE 1 1/2" = 1'-0" 1. ONLY FENCING TO BE INSTALLED BY THE DEVELOPER/ BUILDER IS SHOWN ON THIS PLAN. 2. IT SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER TO LOCATE ALL PROPERTY LINES. NO FENCE, HEDGE OR WALL MAY EXTEND BEYOND OR ACROSS A PROPERTY LINE EXCEPT WITH THE JOINT WRITTEN AGREEMENT OF THE ABUTTING PROPERTY OWNER. 3. NO FENCE, HEDGE OR WALL SHALL BE PLACED NEARER THAN TWENTY FOUR (24) INCHES TO ANY PUBLIC SIDEWALK. 4. FENCES, OR WALLS SHALL NOT EXCEED SIX (6) FEET IN HEIGHT. THE HEIGHT SHALL BE MEASURED AT THE FINISHED GRADE ON THE SIDE NEAREST THE STREET OR ABUTTING PROPERTY. 5. NO MORE THAN FORTY-TWO (42) INCHES IN HEIGHT WHEN LOCATED WITHIN THE VISUAL CLEARANCE TRIANGLE DESCRIBED IN SECTION 3.8.7(G)(1), AND, IF OVER THIRTY-TWO (32) INCHES IN HEIGHT WITHIN SUCH TRIANGLE, FENCES SHALL BE CONSTRUCTED OF SPLIT RAIL WITH A MINIMUM DIMENSION OF TWELVE (12) INCHES BETWEEN HORIZONTAL MEMBERS. NOTES (3-STORY) SFA #12 (3-STORY) SFA #11 (3-STORY) SFA #13 (3-STORY) SFA #14 (3-STORY) SFA #16 (3-STORY) SFA #15 (3-STORY) SFA #17 (3-STORY) SFA #18 (3-STORY) SFA #19 (3-STORY) SFA #21 (3-STORY) SFA #22 (3-STORY) SFA #23 (3-STORY) SFA #26 (3-STORY) SFA #27 (3-STORY) SFA #24 (3-STORY) SFA #20 (3-STORY) SFA #25 (3-STORY) MF #7 MF #8 DRAWING NUMBER: 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ■ land planning ■ landscape architecture ■ ■ urban design ■ entitlement ■ ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No. DESCRIPTION DATE REVISIONS No. DESCRIPTION DATE Plotted By: Sam Coutts Layout: L-3 BUILDING DESIGN VARIATION Printed On: 8/7/2019 2:47 AM File Name: Building Design Variation.dwg ORIGINAL SIZE 24X36 ENTITLEMENT DRAWINGS NOT FOR CONSTRUCTION RIPLEY DESIGN INC. Russ Lee 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 p. 970.224.5828 f. 970.225.6657 SOLITAIRE HOMES Bill Veio and David Pretzler 6645 E. Heritage Pl. South Centennial, CO 80111 303.721.9054 ENGINEER PLANNER NORTHERN ENGINEERING Ryan Banning 301 Howes St. Suite 100 Fort Collins, CO 80521 p. 970.221-4158 OWNER BUILDING DESIGN VARIATION PROJECT DEVELOPMENT PLAN SANCTUARY ON THE GREEN 02 CITY COMMENTS 08/08/2019 01 CITY COMMENTS 05/08/2019 01 PDP 3/11/2019 FORT COLLINS, CO SH APL R18-004 0 50 100 200 SCALE: 1"=100'-0" BUILDING DESIGN VARIATION SYMBOL BUILDING # QUANTITY STYLE DESCRIPTION UNITS OVERALL HEIGHT ROOF FORM MATERIALS UNIQUE FEATURES SINGLE FAMILY ATTACHED 10,14,16,19,22,25 6 BUILDING C - CONTEMPORARY FARMHOUSE 4 3-STORY, 39'-7 1/2" HIP ROOF, CROSS-GABLED MASONRY VENEER, BOARD & BATTEN SIDING, LAP SIDING WITH 6" REVEAL, TRIM AND LAP SIDING WITH 4" REVEAL, SHINGLE ROOF STONE BASE WITH ACCENT BANDING, COVERED DECK ON SECOND AND THIRD LEVEL W/ VAULTED CEILING TO MAXIMIZE VIEWS, ROOF DORMERS THAT PUNCTURE THE ROOFLINE. 2 8,12,20,27 4 BUILDING A - MODERN FARMHOUSE 5 3-STORY, 39'-8"' HIP ROOF, CROSS-GABLED MASONRY VENEER, BOARD & BATTEN SIDING, LAP SIDING WITH 6" REVEAL, TRIM AND LAP SIDING WITH 4" REVEAL, SHINGLE ROOF STACK BOND BRICK VENEER BASE, ONE END UNIT STEPS DOWN TO TWO STORIES, WRAP AROUND PORCH AT END UNIT. COVERED DECK ON SECOND AND THIRD LEVEL, ROOF DORMERS THAT PUNCTURE THE ROOFLINE. 3 9,11,13,15,17,21,24,26 9 BUILDING B - MID-CENTURY MODERN 5 3-STORY, 39'-6" HIP ROOF, CROSS-GABLED MASONRY VENEER, LAP SIDING WITH 6" REVEAL, ACCENT LAP SIDING, TRIM AND LAP SIDING WITH 4" REVEAL, SHINGLE ROOF STONE BASE WITH ACCENT BANDING, BOTH END UNITS STEP DOWN TO TWO STORIES, COVERED SIDE ENTRY, PROJECTING BAY WINDOWS, COVERED DECK ON SECOND AND THIRD LEVEL, DECORATIVE GABLE CORBELS 4 18,23 1 BUILDING D - MID-CENTURY MODERN 4 3-STORY, 39'-6 1/2" HIP ROOF, CROSS-GABLED MASONRY VENEER, LAP SIDING WITH 6" REVEAL, ACCENT LAP SIDING, TRIM AND LAP SIDING WITH 4" REVEAL, SHINGLE ROOF STONE BASE WITH ACCENT BANDING, COVERED SIDE ENTRY, PROJECTING BAY WINDOWS, COVERED DECK ON SECOND AND THIRD LEVEL, DECORATIVE GABLE CORBELS 5 1,5 3 MODERN FARMHOUSE 5 2-STORY, 29'-3" GABLE & VALLEY BOARD & BATTEN SIDING, LAP (HORIZONTAL) 8" SIDING SINGLE, DOUBLE & TRIPLE PANE SINGLE HUNG (1X4 SURROUNDING), SQUARE AND RECTANGLE CASEMENT, & SMALL & MEDIUM PICTURE WINDOWS 6 3,4 2 MID CENTURY MODERN 3 2-STORY, 29'-3" GABLE & SLOPE/BLADE VERTICAL SIDING PANEL, TRELLIS, LAP (HORIZONTAL) SIDING 8" & 12" SINGLE & DOUBLE PANE SINGLE SLIDING WITH SQUARE PICTURE, SQUARE CASEMENT, & WINDOWS ON DOORS 7 2,7 1 CRAFTSMAN 5 2-STORY, 29'-3" GABLE & VALLEY WITH DORMER VENT SHINGLE SIDING, LAP (HORIZONTAL) SIDING 8" EXPOSURE SINGLE & DOUBLE PANE SINGLE HUNG (WITH 2X2 OVER 1X8 HEADER & 1X4 SIDE AND SILL), SQUARE CASEMENT, & SMALL PICTURE WINDOWS 8 6 1 CRAFTSMAN 4 2-STORY, 29'-3" GABLE & VALLEY WITH DORMER VENT SHINGLE SIDING, LAP (HORIZONTAL) SIDING 8" EXPOSURE SINGLE & DOUBLE PANE SINGLE HUNG (WITH 2X2 OVER 1X8 HEADER & 1X4 SIDE AND SILL), SQUARE CASEMENT, & SMALL PICTURE WINDOWS MULTI-FAMILY 9 1, 2, 5 3 PRAIRIE STYLE 9 2-STORY, 36'-8" HIP 4" & 8" LAP SIDING / STONE VENEER / COMP. SHINGLE VINYL SLIDER / NO MUNTINS 10 4, 8 2 FARMHOUSE STYLE (A) 12 2-STORY, 42'-4.5" GABLE 4" LAP SIDING / BOARD & BATT SIDING / MASONRY VENEER / COMP. SHINGLE / METAL ROOFING VINYL SLIDER HUNG / CENTER MUNTIN / VERTICAL EMPHASIS 11 3, 6, 7 3 MID CENTURY MODERN (B) 12 2-STORY, 33'-2.5" SINGLE SLOPE/BLADE 4" & 8" LAP SIDING / CORRUGATED METAL SIDING / MASONRY VENEER / COMP. SHINGLE VINYL SLIDER / NO MUNTINS / STACKED WINDOWS L-3 OF 50 NORTH SF BUILDING DESIGN VARIATION NOTES 1. HOUSING MODEL VARIETY FOR SINGLE-FAMILY AND TWO-FAMILY DWELLINGS MUST ACHIEVE THE THREE ARCHITECTURAL BUILDING DESIGN AND NO SIMILAR MODELS CAN BE PLACED NEXT TO EACH OTHER ON THE SAME BLOCK FACE. A MINIMUM OF THREE BUILDING VARIATIONS ARE LOCATED IN THE ARCHITECTURAL DRAWINGS/ELEVATIONS. EXACT LOCATIONS OF BUILDINGS WILL BE DETERMINED AT THE BUILDING PERMIT. LARIMER COUNTY RESIDENTIAL (LMN) UNINCORPORATED LARIMER COUNTY RESIDENTIAL RESIDENTIAL (LMN) RESIDENTIAL (LMN) BELLWETHER FARM CITY OF FORT COLLINS OPEN SPACE STORMWATER DRAINAGE EASEMENT CALVARY BAPTIST TEMPLE IRISH DR WEBB AVE N IMPALA DR STEPHENS ST S IMPALA DR BRIARWOOD RD UNINCORPORATED LARIMER COUNTY RESIDENTIAL * * * * STREET B - 57' PUBLIC ROW STREET B - 57' PUBLIC ROW STREET B - 57' PUBLIC ROW STREET C - 57' PUBLIC ROW BARTON DRIVE NEW MERCER DITCH CHERRY STREET LAPORTE AVENUE LAPORTE AVENUE STREET A - 51' PUBLIC ROW PENNEYLVANIA STREET 20' ALLEY NORTH TAFT HILL ROAD NORTH TAFT HILL ROAD SOLDIER CREEK TRAIL BUS STOP POUDRE SCHOOL DISTRICT STORMWATER DRAINAGE EASEMENT ROSTEK ADDITION UNINCORPORATED LARIMER COUNTY ROSTEK ADDITION UNINCORPORATED LARIMER COUNTY POUDRE R-1 SCHOOL DISTRICT (LMN) GREEN ACRES UNINCORPORATED LARIMER COUNTY RESIDENTIAL (LMN) UNINCORPORATED LARIMER COUNTY RESIDENTIAL RESIDENTIAL (LMN) RESIDENTIAL (LMN) BELLWETHER FARM CITY OF FORT COLLINS OPEN SPACE STORMWATER DRAINAGE EASEMENT CALVARY BAPTIST TEMPLE IRISH DR WEBB AVE N IMPALA DR STEPHENS ST S IMPALA DR BRIARWOOD RD UNINCORPORATED LARIMER COUNTY RESIDENTIAL MAJOR WALKWAY SPINE EXCEEDS 350' (WALKWAY 467'; 370' FROM PARKING STALL TO FRONT DOOR) 264' LONG TOTAL 653' TO FRONT DOOR WILSON PARCEL OPEN SPACE LEASED BY CITY OF FORT COLLINS FOR STORMWATER DETENTION PEDESTRIAN BRIDGE PEDESTRIAN BRIDGE ENHANCED PEDESTRIAN CROSSING DITCH ROAD NEW MERCER DITCH RE-ALIGNED PORTION OF SOLDIER CREEK TRAIL EMERGENCY ACCESS EASEMENT WITH CONCRETE PEDESTRIAN & BICYCLE CONNECTION PERSON DOOR MAJOR WALKWAY SPINE EXCEEDS 350' (WALKWAY 634') EXISTING BIKE LANES 227' 246' 263' 299' 49' 148' 143' 350' 71' 170' 143' AVERAGE 35' 230' 350' 168' 124' 45' 41' 21' MF #2 MF #1 MF #4 MF #3 MF #5 MF #6 SFA #1 (2-STORY) SFA #2 (2-STORY) SFA #4 (2-STORY) SFA #3 (2-STORY) SFA #5 (2-STORY) SFA #6 (2-STORY) SFA #7 (2-STORY) SFA #10 (3-STORY) SFA #8 (3-STORY) SFA #9 (3-STORY) SFA #12 (3-STORY) SFA #11 (3-STORY) SFA #13 (3-STORY) SFA #14 (3-STORY) SFA #16 (3-STORY) SFA #15 (3-STORY) SFA #17 (3-STORY) SFA #18 (3-STORY) SFA #19 (3-STORY) SFA #21 (3-STORY) SFA #22 (3-STORY) SFA #23 (3-STORY) SFA #26 (3-STORY) SFA #27 (3-STORY) SFA #24 (3-STORY) SFA #20 (3-STORY) SFA #25 (3-STORY) MF #7 MF #8 350' CLOSEST RESIDENTIAL WALKWAY MODIFICATION NEEDED FUTURE PUBLIC SIDEWALK TEMPORARY ASPHALT INTERIM TRAIL ENHANCED PEDESTRIAN CROSSING RECEPTION NO. 98110267 RECEPTION NO. 99058224 RECEPTION NO. 99058225 MAJOR WALKWAY SPINE EXCEEDS 350' (WALKWAY 653') 23' DRAWING NUMBER: 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ■ land planning ■ landscape architecture ■ ■ urban design ■ entitlement ■ ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No. DESCRIPTION DATE REVISIONS No. DESCRIPTION DATE Plotted By: Sam Coutts Layout: L-2 PEDESTRIAN CONNECTIONS Printed On: 8/7/2019 2:47 AM File Name: L-10 WALKWAYS.dwg ORIGINAL SIZE 24X36 ENTITLEMENT DRAWINGS NOT FOR CONSTRUCTION RIPLEY DESIGN INC. Russ Lee 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 p. 970.224.5828 f. 970.225.6657 SOLITAIRE HOMES Bill Veio and David Pretzler 6645 E. Heritage Pl. South Centennial, CO 80111 303.721.9054 ENGINEER PLANNER NORTHERN ENGINEERING Ryan Banning 301 Howes St. Suite 100 Fort Collins, CO 80521 p. 970.221-4158 OWNER PEDESTRIAN CONNECTIONS PROJECT DEVELOPMENT PLAN SANCTUARY ON THE GREEN 02 CITY COMMENTS 08/08/2019 01 CITY COMMENTS 05/08/2019 01 PDP 3/11/2019 FORT COLLINS, CO SH APL R18-004 0 50 100 200 SCALE: 1"=100'-0" L-2 OF 50 NORTH W W F W W W W F G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G UE UE UE W W W W F W W W W F G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G UE UE G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G UE UE UE UE UE UE UE UE UE UE UE UE G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W W W W W W S W S W S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S W S S S S S W W W W W W W S W UE UE UE UE UE UE UE G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G UE UE UE UE UE UE UE UE G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W S S S S S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S S S S S S S S S S S S W W W W W W W W W W W T S A LOPL Y N D D D O N O T P O L L T E CU T LI E RI O N R A I N S T O W A T E R W A Y S U NYLOPLAST D D D O N O T P O L L T E U C T LI E I R O N R A I N S T O W A T E R W A Y S U T YLOPLAS N D D D O N O T P O LL T E U C T LI E I OR N R A I N S T O W A T RE W A SY U 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 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 ST LOPLA NY D D D O N O T P O L L T E CU T LI E RI NO R A I N S T O W A ET R W A Y S U ST OPLA NYL D D D O N O T P O L L T E U C IT EL RI NO R A I N S T O W A ET R W A Y S U SD SD SD SD SD SD SD SD SD W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S W W W W W F T YLOPLAS N D D D O N O T P O L L T E U TC I EL OR N R A I N S T O AW T E R W A Y S U T S LOPLA Y N D D D O N O T P O L L T E CU IT EL RI NO R A I N S T O W TA E R W A Y S U ST LOPLA NY D D D O N O T P O L L T E CU T LI E I OR N R A I N S T O W A ET R AW Y S U NYLOPLAST D D D O N O T P O L L T E U C T LI E I R O N R A NI S T O W A T E R W A Y S U 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 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 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD T S YLOPLA N D D D O N O T P O LL T E U C IT EL RI O N R IA N S T O W A T E R W A SY U SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S T S YLOPLA N D D D O N TO P O LL T E U C IT EL RI O N R IA N S T O W A T E R W A Y S U T YLOPLAS N D D D O N O T P O L L T E CU T LI E I OR N R A I N S T O W A T E R W A Y S U T S LOPLA Y N D D D O N O T P O L L T E U TC LI E I OR N R A I N S T O W A T E R W A Y S U YLOPLAST N D D D O N O T P O L L T E U TC LI E I OR N R A I SN T O W A T E R W A Y S U T S LOPLA Y N D D D O N O T P O L L T E U TC LI E I OR N R A I N S T O W A T E R W A Y S U W W W W W W W W W W W W W W W S W W W W W W W W W W W S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S W W W W W W W W W W W W W W W W W W W W W W SS W W W W SS SS W W W W W SS SS SS W W W W W W W W W W W W W W SS SS S S S S S S S S S SS S S S S S S S S S F W W W W W W W W W W F W W W F W W W W W W W W W W F W W W W W W W W S S S S W W W W W F W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W F W W W W W W W W W W W W W W W W W W W W W W W W W W W F SS W W W W W S S S S S S S S S S S S S W W W W W W W W W W W W W W W W W W W W W S S S S W W W F S SS W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S S S S W W W W W W W W W W W W S S S S W W W W W W W W W W W S S S W W W W W W W W W W W W S S S W W W W W W W W W W W W W F W W W W W W W W W W W W W W W W W W W W W S W W W W W W W W W W W W W W W W W W W W W W W W S S S S S S W W W W W F W W W W F W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S S S S W W W W W W W W W W W W S S S W W W W W W W W W W W W W F G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G UE UE UE UE UE UE UE UE UE G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G UE UE UE G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G UE UE UE UE UE UE W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS S W W W W W W W W W W W W W F S S S W W W W W W W F W W SS W W W W W W W W F W W W W W F S W W W W W W W W W W S W W S S S S S S S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S S S S S S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S S W W W S S S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S S W W W W W W VAULT F VAULT VAULT VAULT VAULT VAULT VAULT VAULT VAULT VAULT SD SD SD SD SD SD SD SD SD SD SD SD SD ST A L P O L NY D D D O N O T P O L L T E U C T I EL RI NO R A I N S T O W A T E R W A Y S U SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD T NYLOPLAS D D D O N O T P O L L T E U TC I EL R O N R A I N S T O W TA E R W A Y S U W W W W W W W W W W W W W W W W W W W W S W W W W W VAULT VAULT W W W W W 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 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 SD SD SD SD SD SD SD SD SD NYLOPLAST D D D O N O T P LO L T E U TC I EL R O N R A I N S T O W A T E R W SYA U W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W G G G G W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W F W W W W W W W W W W W W F W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S S S S S S S S W W W W F F S W W W W W W W W W W W W W F G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G UE S S VAULT S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SD SD SD SD SD SD SD SD SD SD SD SD SD NYLOPLAST D D D O N O T P O L L T E U C T I EL R O N R A NI S T O W A T E R W A Y S U W W W W W W W W W W W W W W W W W W W W W W S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S W W W W W W W W W W W W W W W W W W W W W W W W W W VAULT 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 VAULT VAULT W W W W S W S W W W W W W W W W S W VAULT VAULT W W W W S UE VAULT W W W W W W W W W W VAULT VAULT VAULT VAULT VAULT W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S W W W W W W W W W W W W W W W W W W W W W W W W W W W W VAULT VAULT W W W W W W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G G G G G G G W W W W W W G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G W W W W W W W F W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G W G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W T S YLOPLA N D D D O N O T P O LL T E U TC LI E I OR N R A I N S T O W A T RE W A SY U 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 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 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 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 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 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 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 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 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 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 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 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 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD AST OPL NYL D D D O N O T P O L L T E CU T I L E I OR N AR I N S T O W A T E R W A Y S U AST PL NYLO D D D O N O T P O L L T E U C T I L E I OR N AR NI S T O W A T E R W A Y S U NYLOPLAST D D D O N O T P O L L T E U TC LI E I R O N R A I N S T O W TA E R W A Y S U SD SD SD SD SD SD SD T S A OPL L NY D D D O N O T P O L L ET CU T LI E RI O N R A I N S T O W A T E R W A Y S U NYLOPLAST D D D O N O T OP L L T E CU T LI E RI NO AR I N S T O W A T E R W A Y S U SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W G G G G G G G G G G G G W W W NYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS SS SS SS SS SS SS SS UE G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G S W W W F W W W F F W W W F W W W W W W W W F W W W W W W W W F W W W W W W F W W W F W W W W W W F W W W W F W W W W W W F W W W F F W W W W F T YLOPLAS N D D D O N O T P O L T E U TC I EL RI O N R IA N S T O W A T E R AW Y S U T S LOPLA Y N D D D O N O T P O L L T E CU T LI E RI O N R A I N S T O W A T E R W A Y S U S 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 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 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 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 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 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 SD SD SD SD SD SD SD T NYLOPLAS D D D O N O T P O L L T E U C T LI E I R O N R A I N S T O W A T E R W A Y S U SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD W W W W W W W W W W W W W W W W W F W W W W W W W W W W W W W SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S S S S S S S S W W W W W W W W W W W W W W W W W W W W W W W W W W W W X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X V .P. V.P. B M V.P. V.P. V.P. V.P. V.P. V.P. X X X X 2.0 1.0 .5 2.0 .5 2.0 1.0 1.0 .5 .5 .5 2.0 B C C C A B C A B C A A C C A B A A X X IRISH DR WEBB AVE ALLEY DRIVEWAY DRIVEWAY SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF TF TF TF TF TF TF TF TF TF TF TF TF TF TF MF #1 MF #2 MF #4 MF #3 MF #5 MF #8 MF #6 MF #7 DETENTION DETENTION DETENTION DETENTION BASIN BELLWETHER FARM CITY OF FORT COLLINS OPEN SPACE ROSTEK ADDITION UNINCORPORATED LARIMER COUNTY ROSTEK ADDITION UNINCORPORATED LARIMER COUNTY POUDRE R-1 SCHOOL DISTRICT (LMN) GREEN ACRES UNINCORPORATED LARIMER COUNTY UNINCORPORATED LARIMER COUNTY RESIDENTIAL UNINCORPORATED LARIMER COUNTY RESIDENTIAL RESIDENTIAL (LMN) UNINCORPORATED LARIMER COUNTY RESIDENTIAL SFA #1 (2-STORY) SFA #2 (2-STORY) SFA #4 (2-STORY) SFA #3 (2-STORY) SFA #5 (2-STORY) SFA #6 (2-STORY) SFA #7 (2-STORY) SFA #10 (3-STORY) SFA #8 (3-STORY) SFA #9 (3-STORY) SFA #12 (3-STORY) SFA #11 (3-STORY) SFA #13 (3-STORY) SFA #14 (3-STORY) SFA #16 (3-STORY) SFA #15 (3-STORY) SFA #17 (3-STORY) SFA #18 (3-STORY) SFA #19 (3-STORY) SFA #21 (3-STORY) SFA #22 (3-STORY) SFA #23 (3-STORY) SFA #26 (3-STORY) SFA #27 (3-STORY) SFA #24 (3-STORY) SFA #20 (3-STORY) SFA #25 (3-STORY) EXISTING EMERGENCY ACCESS / PUBLIC ACCESS EASEMENT EXISTING CONNECTION TO SOLDIER CREEK TRAIL, CONCRETE, 6' WIDE EXISTING BRIDGE TO CHERRY STREET NATURAL HABITAT BUFFER ZONE SEE SHEET L-48 EXISTING HOUSES PROVIDED NATURAL HABITAT BUFFER ZONE SEE SHEET L-48 PEDESTRIAN BRIDGE TOP OF BANK TOP OF BANK CONSTRUCT TEMP. ASPHALT SIDEWALK TO FUTURE CROSSING WITHIN EXISTING RIGHT-OF-WAY END SIDEWALK AT PROPERTY LINE FUTURE LOCAL STREET (50'-0" R.O.W.) WITH 8'-0" ATTACHED SIDEWALK TEMP. ASPHALT TRAIL, 8'-0" WIDE CROSSES WETLANDS AT EXISTING DRIVEWAY EMERGENCY ACCESS / PEDESTRIAN / BIKE CONNECTION QUANTITATIVE NATURAL HABITAT BUFFER ZONE SEE SHEET L-48 QUANTITATIVE NATURAL HABITAT BUFFER ZONE SEE SHEET L-48 EXISTING DITCH ROAD TO REMAIN EXISTING DITCH ROAD PEDESTRIAN BRIDGE EXISTING CULVERT CITY LIMITS CITY LIMITS PROJECT BOUNDARY AMENITY AREA AMENITY AREA SOFT SURFACE TRAIL AMENITY AREA PROVIDED NHBZ SEE SHEET L-48 NEIGHBORHOOD CENTER PLAYGROUND EXISTING SFD LOTS PEDESTRIAN CONNECTION TO PENNSYLVANIA STREET ROW LINE EXISTING ROW TRACT A TRACT B TRACT A TRACT Y TRACT E TRACT F TRACT G TRACT H TRACT I TRACT J TRACT K TRACT M TRACT N TRACT X TRACT X TRACT O TRACT P TRACT Q TRACT R TRACT BB TRACT U TRACT U TRACT W TRACT V TRACT AA TRACT T TRACT S TRACT E TRACT C TRACT D TRACT Z TRACT BB TRACT Y TRACT N TRACT Y TRACT A TRACT L BLOCK 1 BLOCK 1 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 3 BLOCK 3 BLOCK 4 BLOCK 5 BLOCK 6 BLOCK 2 BUS STOP RESIDENTIAL (LMN) RESIDENTIAL (LMN) CALVARY BAPTIST TEMPLE STREET B - 57' PUBLIC ROW STREET B - 57' PUBLIC ROW STREET B - 57' PUBLIC ROW STREET C - 57' PUBLIC ROW STREET A - 51' PUBLIC ROW BARTON DRIVE NEW MERCER DITCH NEW MERCER DITCH NEW MERCER DITCH IMPALA DRIVE IMPALA DRIVE CHERRY STREET LAPORTE AVENUE LAPORTE AVENUE LAPORTE AVENUE STREET A - 51' PUBLIC ROW STREET A - 51' PUBLIC ROW PENNSYLVANIA STREET 20' ALLEY NORTH TAFT HILL ROAD NORTH TAFT HILL ROAD NORTH TAFT HILL ROAD POUDRE SCHOOL DISTRICT STEPHENS ST S IMPALA DR BRIARWOOD RD FUTURE WALK SOLDIER CREEK TRAIL 6 9 4 20 15 2 6 10 5 5 11 10 4 6 3 = EXISTING TREES = SOLAR-ORIENTED LOTS = SINGLE FAMILY DETACHED = TWO FAMILY = MULTIFAMILY = SINGLE FAMILY ATTACHED SF TF MF SFA = SIDEWALK CONNECTION TO LAPORTE AVE = DITCH ROAD = CONCRETE = CONCRETE SIDEWALK = CONNECTOR STREET = CRUSHER FINES = WETLANDS = NEW MERCER DITCH DRAWING NUMBER: 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ■ land planning ■ landscape architecture ■ ■ urban design ■ entitlement ■ ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No. DESCRIPTION DATE REVISIONS No. DESCRIPTION DATE Plotted By: Sam Coutts Layout: L-1 OVERALL SITE PLAN Printed On: 8/7/2019 2:46 AM File Name: L-1 Overall Site Plan.dwg ORIGINAL SIZE 24X36 ENTITLEMENT DRAWINGS NOT FOR CONSTRUCTION RIPLEY DESIGN INC. Russ Lee 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 p. 970.224.5828 f. 970.225.6657 SOLITAIRE HOMES Bill Veio and David Pretzler 6645 E. Heritage Pl. South Centennial, CO 80111 303.721.9054 ENGINEER PLANNER NORTHERN ENGINEERING Ryan Banning 301 Howes St. Suite 100 Fort Collins, CO 80521 p. 970.221-4158 OWNER OVERALL SITE PLAN PROJECT DEVELOPMENT PLAN SANCTUARY ON THE GREEN 02 CITY COMMENTS 08/08/2019 01 CITY COMMENTS 05/08/2019 01 PDP 3/11/2019 FORT COLLINS, CO SH APL R18-004 0 50 100 200 SCALE: 1"=100'-0" L-1 OF 50 NORTH KEY MAP SITE PLAN NOTES 1. THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FINAL PLANS. AMENDMENTS TO THE PLANS MUST BE REVIEWED AND APPROVED BY THE CITY PRIOR TO THE IMPLEMENTATION OF ANY CHANGES TO THE PLANS. 2. REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FOR STORM DRAINAGE STRUCTURES, UTILITY MAINS AND SERVICES, PROPOSED TOPOGRAPHY, STREET IMPROVEMENTS. 3. REFER TO THE SUBDIVISION PLAT AND UTILITY PLANS FOR EXACT LOCATIONS, AREAS AND DIMENSIONS OF ALL EASEMENTS, LOTS, TRACTS, STREETS, WALKS AND OTHER SURVEY INFORMATION. 4. ALL ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT MUST BE SCREENED FROM VIEW FROM ADJACENT PROPERTY AND PUBLIC STREETS. IN CASES WHERE BUILDING PARAPETS DO NOT ACCOMPLISH SUFFICIENT SCREENING, THEN FREE-STANDING SCREEN WALLS MATCHING THE PREDOMINANT COLOR OF THE BUILDING SHALL BE CONSTRUCTED. OTHER MINOR EQUIPMENT SUCH AS CONDUIT, METERS AND PLUMBING VENTS SHALL BE SCREENED OR PAINTED TO MATCH SURROUNDING BUILDING SURFACES. 5. ALL CONSTRUCTION WITH THIS DEVELOPMENT PLAN MUST BE COMPLETED IN ONE PHASE UNLESS A PHASING PLAN IS SHOWN WITH THESE PLANS. 6. ALL EXTERIOR LIGHTING PROVIDED SHALL COMPLY WITH THE FOOT-CANDLE REQUIREMENTS IN SECTION 3.2.4 OF THE LAND USE CODE AND SHALL USE A CONCEALED, FULLY SHIELDED LIGHT SOURCE WITH SHARP CUT-OFF CAPABILITY SO AS TO MINIMIZE UP-LIGHT, SPILL LIGHT, GLARE AND UNNECESSARY DIFFUSION. 7. SIGNAGE AND ADDRESSING ARE NOT PERMITTED WITH THIS PLANNING DOCUMENT AND MUST BE APPROVED BY SEPARATE CITY PERMIT PRIOR TO CONSTRUCTION. SIGNS MUST COMPLY WITH CITY SIGN CODE UNLESS A SPECIFIC VARIANCE IS GRANTED BY THE CITY. 8. FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS MUST PROVIDE AN APPROVED FIRE EXTINGUISHING SYSTEM. 9. ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED. 10. ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSIBLE RAMPS MUST BE PROVIDED AT ALL STREET AND DRIVE INTERSECTIONS AND AT ALL DESIGNATED ACCESSIBLE PARKING SPACES. ACCESSIBLE PARKING SPACES MUST SLOPE NO MORE THAN 1:48 IN ANY DIRECTION. ALL ACCESSIBLE ROUTES MUST SLOPE NO MORE THAN 1:20 IN DIRECTION OF TRAVEL AND WITH NO MORE THAN 1:48 CROSS SLOPE. 11.COMMON OPEN SPACE AREAS AND LANDSCAPING WITHIN RIGHT OF WAYS, STREET MEDIANS, AND TRAFFIC CIRCLES ADJACENT TO COMMON OPEN SPACE AREAS ARE REQUIRED TO BE MAINTAINED BY A PROPERTY OWNERS’ ASSOCIATION. THE PROPERTY OWNERS’ ASSOCIATION IS RESPONSIBLE FOR SNOW REMOVAL ON ALL ADJACENT STREET SIDEWALKS AND SIDEWALKS IN COMMON OPEN SPACE AREAS. 12. APPROVED EMERGENCY ACCESS WILL BE REQUIRED BEFORE ANY VERTICAL BUILD TAKES PLACE. 13. ALL PAVING PROVIDED WITHIN EMERGENCY ACCESS EASEMENTS SHALL BE DESIGNED TO SUPPORT 40 TONS. 14.PRIVATE CONDITIONS, COVENANTS, AND RESTRICTIONS (CC&R'S), OR ANY OTHER PRIVATE RESTRICTIVE COVENANT IMPOSED ON LANDOWNERS WITHIN THE DEVELOPMENT, MAY NOT BE CREATED OR ENFORCED HAVING THE EFFECT OF PROHIBITING OR LIMITING THE INSTALLATION OF XERISCAPE LANDSCAPING, SOLAR/PHOTO-VOLTAIC COLLECTORS (IF MOUNTED FLUSH UPON ANY ESTABLISHED ROOF LINE), CLOTHES LINES (IF LOCATED IN BACK YARDS), ODOR-CONTROLLED COMPOST BINS, OR WHICH HAVE THE EFFECT OF REQUIRING THAT A PORTION OF ANY INDIVIDUAL LOT BE PLANTED IN TURF GRASS. 15. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 16.FIRE LANE MARKING: A FIRE LANE MARKING PLAN MUST BE REVIEWED AND APPROVED BY THE FIRE OFFICIAL PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, APPROVED SIGNS OR OTHER APPROVED NOTICES THAT INCLUDE THE WORDS NO PARKING FIRE LANE SHALL BE PROVIDED FOR FIRE APPARATUS ACCESS ROADS TO IDENTIFY SUCH ROADS OR PROHIBIT THE OBSTRUCTION THEREOF. THE MEANS BY WHICH FIRE LANES ARE DESIGNATED SHALL BE MAINTAINED IN A CLEAN AND Revised November 12, 2015 3 LEGIBLE CONDITION AT ALL TIMES AD BE REPLACED OR REPAIRED WHEN NECESSARY TO PROVIDE ADEQUATE VISIBILITY. 17.PREMISE IDENTIFICATION: AN ADDRESSING PLAN IS REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND POUDRE FIRE AUTHORITY PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. UNLESS THE PRIVATE DRIVE IS NAMED, MONUMENT SIGNAGE MAY BE REQUIRED TO ALLOW WAY-FINDING. ALL BUILDINGS SHALL HAVE ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE, VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, AND POSTED WITH A MINIMUM OF SIX-INCH NUMERALS ON A CONTRASTING BACKGROUND. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. 18.THIS PROPERTY IS LOCATED WITHIN A CITY REGULATED 100 YEAR FLOODPLAIN AND MUST COMPLY WITH CHAPTER 10 OF THE CITY CODE. RESIDENTIAL USES IN THE 100-YEAR FLOODPLAIN MUST BE ELEVATED ABOVE THE REGULATORY FLOOD PROTECTION ELEVATION. CRITICAL FACILITIES ARE PROHIBITED WITHIN THE 100-YEAR FLOODPLAIN. 19.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE 20. HOUSING MODEL VARIETY FOR SINGLE-FAMILY AND TWO-FAMILY DWELLINGS MUST ACHIEVE THE THREE ARCHITECTURAL BUILDING DESIGN AND NO SIMILAR MODELS CAN BE PLACED NEXT TO EACH OTHER ON THE SAME BLOCK FACE. THREE TYPE BUILDING VARIATION CAN BE SEEN IN ARCHITECTURAL DRAWINGS/ELEVATIONS. EXACT LOCATIONS OF BUILDINGS ARE NOT KNOWN AT THIS TIME. L-6 L-5 L-8 L-12 L-7 L-11 L-10 L-9 L-13 L-14 L-15 L-16 L-20 L-19 L-18 L-17 QUARTER OF SECTION 9, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., NORTH 88° 56' 36" WEST, 40.00 FEET THE WEST RIGHT-OF-WAY LINE OF NORTH TAFT HILL ROAD, SAID POINT BEING THE POINT OF BEGINNING; THENCE ALONG SAID WEST RIGHT-OF-WAY LINE, SOUTH 00° 54' 31" WEST, 731.52 FEET TO THE NORTHEAST CORNER OF THAT TRACT OF LAND RECORDED NOVEMBER 2, 1970, AT BOOK 1445, PAGE 455 OF THE RECORDS OF LARIMER COUNTY; THENCE, ALONG THE NORTH LINE OF SAID TRACT, NORTH 88° 53' 58" WEST, 140.00 FEET TO THE NORTHWEST CORNER OF SAID TRACT; THENCE, ALONG THE WEST LINE OF THOSE TRACTS RECORDED NOVEMBER 2, 1970, AT BOOK 1445, PAGE 455, MARCH 9, 2006, AT RECEPTION NO. 20060017157, AND JANUARY 11, 2017 AT RECEPTION NO. 20170002025 OF THE RECORDS OF LARIMER COUNTY, SOUTH 00° 54' 32" WEST, 210.00 FEET TO THE SOUTHWEST CORNER OF THAT TRACT RECORDED AT RECEPTION NO. 2017002025; THENCE, ALONG THE NORTH LINES OF A 20' WIDE ALLEY, THAT TRACT OF LAND RECORDED JULY 5, 2018, AT RECEPTION NO. 20180040764 OF THE RECORDS OF LARIMER COUNTY, THE NORTH RIGHT-OF-WAY LINE OF PENNSYLVANIA STREET, AND THAT TRACT RECORDED MARCH 8, 2017, AT RECEPTION NO. 20170015427 OF THE RECORDS OF LARIMER COUNTY, NORTH 88° 53' 42" WEST, 449.84 FEET TO THE NORTHWEST CORNER OF SAID TRACT RECORDED AT RECEPTION NO. 20170015427; THENCE, ALONG THE WESTERLY LINES OF THOSE TRACTS RECORDED MARCH 8, 2017, AT RECEPTION NO. 20170015427 AND SEPTEMBER 29, 2017, AT RECEPTION NO. 20170065419 OF THE RECORDS OF LARIMER COUNTY THE FOLLOWING TWO COURSES AND DISTANCES: SOUTH 06° 16' 40" EAST, 56.61 FEET; THENCE, SOUTH 16° 40' 06" EAST, 29.28 FEET; THENCE, ALONG THE NORTH LINE OF THOSE TRACTS RECORDED JULY 11, 2001 AT RECEPTION NO. 20010056464 AND MARCH 31, 2010 AT RECEPTION NO. 20100017428 OF THE RECORDS OF LARIMER COUNTY, NORTH 88° 51' 53" WEST, 379.85 FEET TO THE NORTHWEST CORNER OF SAID TRACT RECORDED AT RECEPTION NO. 20100017428; THENCE, ALONG THE WEST LINE OF SAID TRACT RECORDED AT RECEPTION NO. 20100017428, SOUTH 01° 05' 31" WEST, 267.13 FEET TO THE NORTH RIGHT-OF-WAY LINE OF LAPORTE AVENUE; THENCE ALONG SAID NORTH RIGHT-OF-WAY LINE, NORTH 88° 54' 29" WEST, 161.66 FEET; THENCE DEPARTING SAID NORTH RIGHT-OF-WAY LINE ALONG THE EAST LINE OF THAT TRACT RECORDED JULY 15, 2015, AT RECEPTION NO. 20150045549, NORTH 00° 47' 31" EAST, 262.18 FEET TO THE NORTHEAST CORNER OF SAID TRACT; THENCE, ALONG THE NORTH LINE OF SAID TRACT NORTH 89° 36' 29" WEST, 148.89 FEET TO A POINT ON THE EAST LINE OF A TRACT RECORDED AUGUST 21, 1985, AT RECEPTION NO. 19850041265; THENCE, ALONG SAID EAST LINE, NORTH 00° 51' 20" EAST, 3.78 FEET TO THE NORTHEAST CORNER OF SAID TRACT RECORDED AT RECEPTION NO. 19850041265; THENCE, ALONG THE NORTH LINE OF THOSE TRACTS RECORDED AUGUST 21, 1985, AT RECEPTION NO. 19850041265, MARCH 16, 2018, AT RECEPTION NO. 20180015375, JUNE 6, 2011, AT RECEPTION NO. 20110032759, AND OCTOBER 31, 2006, AT RECEPTION NO. 20060082473 OF THE RECORDS OF LARIMER COUNTY, NORTH 88° 54' 26" WEST, 340.52 FEET TO THE NORTHWEST CORNER OF SAID TRACT RECORDED AT RECEPTION NO. 20060082473; THENCE, ALONG THE WEST LINE OF SAID TRACT, SOUTH 00° 17' 34" EAST, 114.08 FEET TO THE NORTHEAST CORNER OF A TRACT IDENTIFIED AS LARIMER COUNTY ASSESSOR PARCEL NUMBER 9709103013; THENCE, ALONG THE NORTH LINE OF SAID TRACT, NORTH 88° 51' 29" WEST, 99.86 FEET TO THE EAST LINE OF A TRACT RECORDED MARCH 26, 2003, AT RECEPTION NO. 20030035535 IN THE RECORDS OF LARIMER COUNTY; THENCE, ALONG SAID EAST LINE, NORTH 00° 14' 58" WEST, 249.75 FEET TO THE NORTHEAST CORNER OF SAID TRACT; THENCE, ALONG THE NORTH LINE OF SAID TRACT, NORTH 88° 53' 31" WEST, 55.07 FEET TO A POINT ON THE EAST LINE OF THAT TRACT RECORDED ___________, AT RECEPTION NO. ______________ OF THE RECORDS OF LARIMER COUNTY; THENCE, ALONG THE SOUTH AND EAST LINES OF SAID TRACT AND A PORTION OF THE NORTH LINE OF THAT TRACT RECORDED JANUARY 21, 2000, AT RECEPTION NO. 20000004772 IN THE RECORDS OF LARIMER COUNTY THE FOLLOWING FOUR COURSES AND DISTANCES: SOUTH 01° 06' 01" WEST, 43.36 FEET; THENCE, NORTH 88° 53' 59" WEST, 234.04 FEET; THENCE, SOUTH 00° 04' 30" WEST, 220.60 FEET; THENCE, NORTH 89° 35' 01" WEST, 110.10 FEET TO THE NORTHWEST CORNER OF SAID TRACT RECORDED AT RECEPTION NO. 20000004772; THENCE, ALONG THE WEST LINE OF SAID TRACT, SOUTH 00° 14' 26" EAST, 134.70 FEET TO THE NORTH RIGHT-OF-WAY LINE OF LAPORTE AVENUE; THENCE ALONG SAID NORTH RIGHT-OF-WAY LINE, NORTH 88° 54' 24" WEST, 229.01 FEET; THENCE, ALONG THE EASTERLY RIGHT-OF-WAY OF BARTON DRIVE AND A PORTION OF THE NORTH LINE OF THAT TRACT RECORDED FEBRUARY 1, 2010, AT RECEPTION NO. 20100006121 OF THE RECORDS OF LARIMER COUNTY THE FOLLOWING SIX COURSES AND DISTANCES: NORTH 00° 53' 34" EAST, 12.00 FEET; THENCE ALONG A CURVE CONCAVE TO THE NORTHEAST HAVING A CENTRAL ANGLE OF 88° 54' 27" WITH A RADIUS OF 15.00 FEET, AN ARC LENGTH OF 23.28 FEET AND THE CHORD OF WHICH BEARS NORTH 43° 20' 54" WEST, 21.01 FEET; THENCE, NORTH 01° 05' 41" EAST, 113.65 FEET; THENCE ALONG A CURVE CONCAVE TO THE SOUTHEAST HAVING A CENTRAL ANGLE OF 25° 55' 40" WITH A RADIUS OF 139.50 FEET, AN ARC LENGTH OF 63.13 FEET AND THE CHORD OF WHICH BEARS NORTH 14° 03' 28" EAST, 62.59 FEET; THENCE, NORTH 01° 07' 03" EAST, 63.25 FEET; THENCE, NORTH 88° 39' 00" WEST, 242.02 FEET TO A POINT ON THE WEST LINE OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER SECTION 9, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M.; THENCE, ALONG SAID WEST LINE, NORTH 00° 32' 59" EAST, 364.35 FEET TO THE C-S-N 1/64 CORNER SECTION 9, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M.; THENCE, ALONG THE NORTH LINE OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER SECTION 9, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., SOUTH 88° 55' 46" EAST, 1166.14 FEET TO THE NORTHWEST CORNER OF THAT TRACT RECORDED AT BOOK 990, PAGE 383 OF THE RECORDS OF LARIMER COUNTY; THENCE, ALONG THE WEST, SOUTH, AND EAST LINES OF SAID TRACT THE FOLLOWING 3 COURSES AND DISTANCES: SOUTH 01° 15' 27" WEST, 50.12 FEET; THENCE, SOUTH 88° 44' 33" EAST, 35.00 FEET; THENCE, NORTH 01° 15' 27" EAST, 50.24 FEET; THENCE CONTINUING ALONG SAID NORTH LINE OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER SECTION 9, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., SOUTH 88° 55' 46" EAST, 106.55 FEET TO THE C-S-NE1/64 CORNER SECTION 9, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., THENCE, ALONG THE WEST LINE OF THE NORTHWEST HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER SECTION 9, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., NORTH 00° 42' 44" EAST, 660.66 FEET TO THE NORTHEAST 1/16 CORNER SECTION 9, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M.; THENCE, ALONG THE NORTH LINE OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER SECTION 9, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., SOUTH 88° 56' 36" EAST, 1269.88 FEET TO THE POINT OF BEGINNING. SAID DESCRIBED TRACT CONTAINS 1,801,057 SQUARE FEET OR 41.347 ACRES, MORE OR LESS. * REQUIRED SPACES ARE CALCULATED AS FOLLOWED: 12-PLEX 9-PLEX 1 BEDROOM: 2 X 1.5 SPACES = 3 SPACES 1 BEDROOM: 2 X 1.5 SPACES = 3 SPACES 2 BEDROOM: 7 X 1.75 SPACES = 12.25 SPACES 2 BEDROOM: 5 X 1.75 SPACES = 8.75 SPACES 3 BEDROOM: 3 X 2.0 SPACES = 6 SPACES 3 BEDROOM: 2 X 4.0 SPACES = 6 SPACES TOTAL 22 PER 12-PLEX TOTAL 18 PER 9-PLEX 5 (12-PLEX) X 22 = 110 SPACES 3 (9-PLEX) X 18 = 54 SPACES **TANDEM GARAGE SPACES ARE NOT INCLUDED MULTI-FAMILY PARKING REQUIREMENTS* PROVIDED *REQUIRED SURFACE PARKING STALLS 21 164 HANDICAP SURFACE PARKING STALLS 3 0 GARAGE SPACES** 103 0 ON STREET PARKING 42 0 TOTAL 169 164 BICYCLE PARKING FOR MULTIFAMILY PROVIDED REQUIRED * ENCLOSED SPACES (HOOKS WITHIN OVERSIZED GARAGES) 103 94 SURFACE MOUNTED EXTERIOR SPACES 55 62 TOTAL 158 156 GROSS GROSS AREA 1,801,057.49 SF (41.34 AC) TOTAL DWELLING UNITS 268 GROSS DENSITY 6.48 DU/AC EXISTING ZONING LMN HOUSING TYPES NUMBER OF DWELLING UNITS % OF TOTAL MULTI-FAMILY CONTAINING MORE THAN 7 UNITS 87 32 SINGLE FAMILY ATTACHED 122 45.5 TWO-FAMILY 28 10.4 SINGLE FAMILY DETACHED WITH REAR LOADED GARAGES* 31 12 TOTAL 268 100.0 NET NET AREA 1,370,862 SF (31.45 AC) TOTAL DWELLING UNITS 268 NET DENSITY 8.52 DU/AC DENSITY CALCULATION LAND USE CHART * REQUIRED BICYCLE SPACES ARE CALCULATED AS FOLLOWED: 156 BEDROOMS X 1 SPACE = 156 SPACES. 60% REQUIRED TO BE ENCLOSED, 40% FIXED. * ONE BICYCLE HOOK PROVIDED PER GARAGE SPACE AND SHALL BE LOCATED WITHIN THE GARAGES OF THE MF UNITS. VICINITY MAP SITE SANCTUARY ON THE GREEN PROJECT DEVELOPMENT PLAN PLANNING CERTIFICATE APPROVED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES OF THE CITY OF FORT COLLINS, COLORADO ON THIS ________ DAY OF ________, 20__. LEGAL DESCRIPTION DATE THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME WITNESS MY HAND AND OFFICIAL SEAL. ADDRESS THIS DAY OF MY COMMISSION EXPIRES: AS . A.D., 20 . BY THE UNDERSIGNED DOES/DO HEREBY CERTIFY THAT I/WE ARE THE LAWFUL OWNERS OF THE REAL PROPERTY DESCRIBED ON THIS SITE PLAN AND DO HEREBY CERTIFY THAT I/WE ACCEPT THE CONDITIONS AND RESTRICTIONS SET FORTH ON SAID SITE PLAN. OWNER'S CERTIFICATE SHEET INDEX SCALE: NTS Director Signature Sheet Number Sheet Title C COVER L-1 OVERALL SITE PLAN L-2 PEDESTRIAN CONNECTIONS L-3 BUILDING DESIGN VARIATION L-4 FENCE PLAN L-5 SITE ENLARGEMENT L-6 SITE ENLARGEMENT L-7 SITE ENLARGEMENT L-8 SITE ENLARGEMENT L-9 SITE ENLARGEMENT L-10 SITE ENLARGEMENT L-11 SITE ENLARGEMENT L-12 SITE ENLARGEMENT L-13 SITE ENLARGEMENT L-14 SITE ENLARGEMENT L-15 SITE ENLARGEMENT L-16 SITE ENLARGEMENT L-17 SITE ENLARGEMENT L-18 SITE ENLARGEMENT L-19 SITE ENLARGEMENT L-20 SITE ENLARGEMENT L-21 SITE PLAN DETAILS L-22 CONNECTION LAPORTE ENLARGMENT L-23 TREE INVENTORY- WEST L-24 TREE INVENTORY - SOUTHEAST L-25 TREE INVENTORY - NORTHEAST L-26 TREE INVENTORY CHART L-27 OVERALL LANDSCAPE PLAN L-28 SHRUB PLANTING TYPICALS L-29 SHRUB PLANTING TYPICALS L-30 LANDSCAPE ENLARGEMENT L-31 LANDSCAPE ENLARGEMENT L-32 LANDSCAPE ENLARGEMENT L-33 LANDSCAPE ENLARGEMENT L-34 LANDSCAPE ENLARGEMENT L-35 LANDSCAPE ENLARGEMENT L-36 LANDSCAPE ENLARGEMENT L-37 LANDSCAPE ENLARGEMENT L-38 LANDSCAPE ENLARGEMENT L-39 LANDSCAPE ENLARGEMENT L-40 LANDSCAPE ENLARGEMENT L-41 LANDSCAPE ENLARGEMENT L-42 LANDSCAPE ENLARGEMENT L-43 LANDSCAPE ENLARGEMENT L-44 LANDSCAPE ENLARGEMENT L-45 LANDSCAPE ENLARGEMENT L-46 LANDSCAPE DETAILS L-47 LANDSCAPE DETAILS L-48 NATURAL HABITAT BUFFER ZONES L-49 SITE AMENITY ILLUSTRATIONS OWNER (SIGNED) NOTARY PUBLIC (PRINT NAME) CITY OF FORT COLLINS NATURAL AREA NET SUBTRACTED NET USE AREA (SF) ARTERIAL STREET DEDICATION 6,149.80 NATURAL HABITATS AND BUFFERS 424,762.00 HOA PARK AND CENTRAL GREEN 0 PUBLIC ALLEYS 0 PEDESTRIAN AND BIKE CONNECTIONS 0 TOTAL NET REDUCTION 430,911.80 SF (9.89 AC) TOTAL NET AREA 1,370,145.69 SF (31.45 AC) GROSS SUBTRACTED GROSS USE AREA (SF) DEEDED OR DEDICATED LAND TO GOVERNMENT AGENCY FOR PUBLIC USE 0 COMMERCIAL, OFFICE, INDUSTRIAL, OR CIVIC USES 0 TOTAL GROSS REDUCTION 0 TOTAL GROSS AREA 1,801,057.49 OFF STREET PARKING REQUIREMENTS UNIT TYPE REQUIRED PARKING STALL PER UNIT NUMBER OF UNITS TOTAL SPACES REQUIRED TOTAL SPACES PROVIDED SINGLE FAMILY DETACHED 2 31 62 62 SINGLE FAMILY ATTACHED 2 122 244 244 TWO-FAMILY 2 28 56 56 ADDITIONAL GUEST PARKING 27 TOTAL 362 389 *ALL SINGLE FAMILY DETACHED SHALL HAVE 2 CAR GARAGES GROSS AREA (SF) % BUILDING COVERAGE 90,195 4.90 LOT COVERAGE 491,167 26.71 DRIVES AND PARKING (EXCLUDES PUBLIC ROW) 115,927 6.30 OPEN SPACE AND LANDSCAPE (EXCLUDES PUBLIC ROW) 800,033 43.51 HARDSCAPE (EXCLUDES PUBLIC ROW) 118,435 6.44 PUBLIC STREET RIGHT-OF-WAY 223,097.00 12.13 HARDSCAPE 40,290 DRIVES AND PARKING 135,949 LANDSCAPE 46,858 TOTAL GROSS COVERAGE 1,838,854.00 SF (42.21 AC) 100.00 AREA COVERAGE* NET AREA (SF) % BUILDING COVERAGE 90,195 5.58 LOT COVERAGE 491,167 30.40 DRIVES AND PARKING 115,927 7.17 OPEN SPACE AND LANDSCAPE 800,033 49.51 HARDSCAPE (WALKS & PLAZAS) 118,435 7.33 TOTAL NET COVERAGE 1,615,757.00 SF (37.09 AC) 100.00 AREA USED FOR DENSITY CALCUATION *INCLUDES ALL SITE AND OFF-SITE IMPROVEMENTS