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Home My WebLink AboutTHE DISTRICT @ CAMPUS WEST - PDP - PDP120003 - PLANS - UTILITY PLANSW. PLUM ST. SHIELDS ST. MULBERRY ST. TAFT HILL RD. ELIZABETH ST. W. PROSPECT RD. MOUNTAIN AVE. PROJECT SITE City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R DEVELOPER/APPLICANT CONTACT INFORMATION PROJECT TEAM: Ripley Design, Inc. Linda Ripley, ASLA, ULI, RLA 401 West Mountain Avenue Fort Collins, Colorado 80521 (970) 224-5828 Ft. Collins Student Housing, LLC Derek Anderson 1302 Waugh Drive, Suite 305 Houston, TX 77019 (832) 236-0400 GAS----------------- Xcel Energy----------------------------- Randy Needens (970) 225-7857 ELECTRIC-------- City of Fort Collins Light & Power-- Doug Martine (970) 224-6152 CABLE------------- Xfinity-------------------------------------- Don Kapperman (970) 567-0425 TELECOM.--------Centurylink------------------------------- William Johnson (970) 377-6401 WATER------------ City of Fort Collins Utilities----------- Roger Buffington (970) 221-6700 WASTEWATER--City of Fort Collins Utilities----------- Roger Buffington (970) 221-6700 STORMWATER- City of Fort Collins Utilities----------- Glen Schlueter (970) 221-6700 FIBER OPTICS-- Colorado State University------------ Kurt Davis (970) 491-0187 UTILITY CONTACT LIST: * UTILITY COMPANY * This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of Colorado (UNCC) at 811 for additional information. FEBRUARY, 2012 City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 02.29.12 PROJECT: 670-001 Sheet Of 19 Sheets THE DISTRICT AT CAMPUS WEST T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 02/29/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� C001 CONSTRUCTION NOTES GENERAL AND N.A. N.A. N.A. W. PLUM STREET �� CITY PARK AVENUE S. SHIELDS ST. W. ELIZABETH STREET N VICINITY MAP NTS BAYSTONE DRIVE W. LAUREL ST. WAGNER DRIVE SITE MAINTENANCE GUARANTEE: The Owner hereby warrants and guarantees to the City, for a period of two (2) years from the date of completion and first acceptance by the City of the improvements warranted hereunder, the full and complete maintenance and repair of the improvements to be constructed in connection with the Development which is the subject of this Plat. This warranty and guarantee is made in accordance with the City Land Use Code and/or the Transitional Land Use Regulations, as applicable. This guarantee applies to the streets and all other appurtenant structures and amenities lying within the rights-of-way, Easements and other public properties, including, without limitation, all curbing, sidewalks, bike paths, drainage pipes, culverts, catch basins, drainage ditches and landscaping. Any maintenance and/or repair required on utilities shall be coordinated with the owning utility company or department. The Owner shall maintain said improvements in a manner that will assure compliance on a consistent basis with all construction standards, safety requirements and environmental protection requirements of the City. The Owner shall also correct and repair, or cause to be corrected and repaired, all damages to said improvements resulting from development-related or building-related activities. In the event the Owner fails to correct any damages within thirty (30) days after written notice thereof, then said damages may be corrected by the City and all costs and charges billed to and paid by the Owner. The City shall also have any other remedies available to it as authorized by law. Any damages which occurred prior to the end of said two (2) year period and which are unrepaired at the termination of said period shall remain the responsibility of the Owner. REPAIR GUARANTEE: In consideration of the approval of this final Plat and other valuable consideration, the Owner does hereby agree to hold the City harmless for a five (5) year period, commencing upon the date of completion and first acceptance by the City of the improvements to be constructed in connection with the development which is the subject of this Plat, from any and all claims, damages, or demands arising on account of the design and construction of public improvements of the property shown herein; and the Owner furthermore commits to make necessary repairs to said public improvements, to include, without limitation, the roads, streets, fills, embankments, ditches, cross pans, sub-drains, culverts, walls and bridges within the right-of-way, Easements and other public properties, resulting from failures caused by design and/or construction defects. This agreement to hold the City harmless includes defects in materials and workmanship, as well as defects caused by or consisting of settling trenches, fills or excavations. Further, the Owner warrants that he/she owns fee simple title to the property shown hereon and agrees that the City shall not be liable to the Owner or his/her successors in interest during the warranty period, for any claim of damages resulting from negligence in exercising engineering techniques and due caution in the construction of cross drains, drives, structures or buildings, the changing of courses of streams and rivers, flooding from natural creeks and rivers, and any other matter whatsoever on private property. Any and all monetary liability occurring under this paragraph shall be the liability of the Owner. I further warrant that I have the right to convey said land according to this Plat. NOTICE OF OTHER DOCUMENTS: All persons take notice that the Owner has executed certain documents pertaining to this Development which create certain rights and obligations of the Development, the Owner and/or subsequent Owners of all or portions of the Development site, many of which obligations constitute promises and covenants that, along with the obligations under this Plat, run with the land. The said documents may also be amended from time to time and may include, without limitation, the Development Agreement, Site And Landscape Covenants, Final Site Plan, Final Landscape Plan, and Architectural Elevations, which documents are on file in the office of the clerk of the City and should be closely examined by all persons interested in purchasing any portion of the Development site. SURVEYOR'S STATEMENT I, Gerald D. Gilliland, a Colorado Registered Professional Land Surveyor do hereby state that this Subdivision Plat was prepared from an actual survey under my personal supervision, that the monumentation as indicated hereon were found or set as shown, and that the foregoing plat is an accurate representation thereof, all this to the best of my knowledge, information and belief. __________________________________ Gerald D. Gilliland Colorado Registered Professional Land Surveyor No. 14823 CERTIFICATE OF DEDICATION: The Owner does hereby dedicate and convey to the City of Fort Collins, Colorado (hereafter “City”), for public use, forever, a permanent right-of-way for street purposes and the “Easements” as laid out and designated on this Plat; provided, however, that (1) FND #4 REBAR NO CAP BLUEBELL ST. (50' ROW) ASTER ST. (50' ROW) CITY PARK AVE. (60' ROW) W. PLUM STREET (ROW VARIES) ZETA TAU ALPHA FRATERNITY KAPPA KAPPA GAMMA FRATERNITY TAU OF GAMMA PHI BETA SORORITY TAU OF GAMMA PHI BETA SORORITY N00�27'00"E 164.60' 719.99' S00�41'38"W 165.13' N88�59'32"W 200.37' N89�04'12"W 50.00' S00�32'00"W 175.97' N88�59'32"W 200.41' 175.30' S89�11'00"E S89�11'00"E 199.91' CITY OF FT. COLLINS UTILITY EASEMENT REC. NO. 95042342 TO BE VACATED DAISY ST. (50' ROW) EXISTING RIGHT-OF-WAY TO BE VACATED BY ORDINANCE CONCURRENTLY WITH THIS PLAT (SEE NOTE 3) N89�11'00"W 319.82' N89�11'00"W 569.73' SCOTT AVENUE (25' ROW) TOWN SQUARE CONDOMINIUMS DECHAIRO SUBDIVISION CAMBRIDGE HOUSE LOFTS SUNSTONE I CONDOMINIUMS SUNSTONE CONDOMINIUMS 50' EXIST. ROW 50' EXIST. ROW 66' EXIST. ROW 40' EXIST. ROW COLUMBINE ST. (50' ROW) EXISTING RIGHT-OF-WAY TO BE VACATED BY ORDINANCE CONCURRENTLY WITH THIS PLAT (SEE NOTE 3) EXISTING UTILITY EASEMENT TO BE BLUEBELL ST. (50' ROW) ASTER ST. (50' ROW) CITY PARK AVE. (60' ROW) W. PLUM STREET (ROW VARIES) 5' UTILITY EASEMENT 5' UTILITY EASEMENT N00�27'00"E 164.60' 719.99' S00�41'38"W 165.13' N88�59'32"W 200.37' N89�04'12"W 50.00' S00�32'00"W 175.97' N88�59'32"W 200.41' 175.30' S89�11'00"E S89�11'00"E 199.91' 156.24' 3.5' ADDITIONAL RIGHT-OF-WAY TO BE DEDICATED BY THIS PLAT ADDITIONAL RIGHT-OF-WAY TO BE DEDICATED BY THIS PLAT 6.5' ADDITIONAL RIGHT-OF-WAY TO BE DEDICATED BY THIS PLAT ADDITIONAL RIGHT-OF-WAY TO BE DEDICATED BY THIS PLAT 200.38' 11.50' 11.50' 160.39' 163.50' 3.50' 11.5' ADDITIONAL RIGHT-OF-WAY TO BE DEDICATED BY THIS PLAT LOT 1 112,774 sq. ft. 2.588 acres BLOCK 1 LOT 1 32,847 sq. ft. 0.754 acres BLOCK 2 716.49' 164.47' N89�11'00"W 319.82' N89�11'00"W 569.73' SCOTT AVENUE (25' ROW) POINT OF BEGINNING BLOCK 1 POINT OF BEGINNING X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X M X X X X WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW X X X X X X X X X X �� M SS M M X X X �.�. �.�. �.�. X �.�. X X X X X X X X �.�. X X X X X X X X X X X X M X X X X X X X X X X X X X X X X X X X X WW WW WW WW WW WW X 1 STORY WOOD GARAGE WEST PLUM STREET ASTER STREET (50' ROW) (1201) (1205) (809) (813) (1209) � � � � � CTV CTV CTV CTV CTV CTV CTV CTV � CTV X X X T ELE X X OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE � � � �.�. � VAULT ELEC WV � � � X X X X X �.�. � WV VAULT ELEC 6" SS 6" SS 6" SS 6" SS 6" SS 8" SS 8" SS X X WV � ELEC ELEC ELEC ST ST ST ST ST ST ST ST ST ST X X X � WV � X � � � � � � � � � � � �2� M � T T T T T T T T T T T T T T T T T T T T T T T T T T T T WV � SS � ST ST ST ST ST ST ST ST � � CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV � � � T T T T T T T T T CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV � CTV CTV CTV CTV � M M X X X X X X OHE OHE OHE OHE OHE OHE OHE OHE OHE X X X X X X X X X X X X X X X X X X X X X X X � � � � �� OHE EXISTING DAISY STREET TO BE VACATED (50' ROW) FIRE EXCEPT BUSES FOR ENTRY ENTRY GARAGE ENTRY ENTRY ENTRY ENTRY COMPACTOR TRASH & ENTRY ENTRY 5' UTILITY ESMT. 8.5' 9.79' 8.5' 4.19' 3' ADDITIONAL ROW WIDTH VARIES (SEE PLAT) M M M X X X �.�. �.�. �.�. X �.�. X X X X X X X X �.�. OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE X X X X X X X X X X X X X X X EXCEPT BUSES FOR ENTRY ENTRY ENTRY ENTRY ENTRY TRASH & COMPACTOR GARAGE ENTRY ENTRY ENTRY 5' UTILITY ESMT. EXISTING 50' ROW 11.5' ADDITIONAL ROW (SEE PLAT) 8.5' 11.45' 5' UTILITY ESMT. 8.10.98' 72' EXISTING 50' ROW � � � CTV CTV CTV X X X TELE X X OHE OHE OHE OHE OHE OHE OHE OHE OHE WV 8" SS 8" SS X X WV � ELEC ELEC ELEC ST ST ST ST ST ST ST ST ST ST X X X � WV � X CTV CTV CTV CTV CTV CTV CTV � X X X ELEC X X X X � � � 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS G G G G G G G G G G G G G G G G G � � � � � � �2� M � T T T T T T T T T T T T T T T T T T T T T T T T T T T T WV � SS � � CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV T T T T T T T T T � � M M X X X � � �.�. �.�. �.�. X � � � �.�. X X X TELE X X X X X OHE OHE OHE OHE OHE OHE OHE OHE OHE X X ST ST ST ST ST ST ST ST ST ST X X X X X X X X X X X X X X X X X X X X X � � � � �� OHE BUILDING 1 FFE=5036.80 BUILDING 1 FFE=5034.30 BUILDING 1 FFE=5035.30 BUILDING 2 5033.34 CITY PARK AVENUE CO CO CO CO CO CO FIRE EXCEPT BUSES FOR CITY PARK AVENUE (50' ROW) WEST PLUM STREET (ROW VARIES) WEST PLUM STREET (ROW VARIES) ADDITIONAL ROW WIDTH VARIES M � M M X X X �.�. �.�. �.�. X �.�. X X X X X X X X �.�. OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE X X X X X X X X X X X ST ST ST ST ST ST X X X ST ST ST X BUILDING 2 5033.34 BUILDING 3 FFE=5031.34 CO CO EXCEPT BUSES FOR FFE=5033.00 WEST PLUM STREET (ROW VARIES) WEST PLUM STREET (ROW VARIES) ASTER STREET (50' ROW) BLUEBELL STREET (50' ROW) 11.5' ADDITIONAL ROW (SEE PLAT) 6.5' ADDITIONAL XX ASTER STREET W. PLUM STREET BUILDING 3 50' ROW 33' {}-{} 7' SIDEWALK 6.5' PARKWAY (1113) CAMBRIDGE HOUSE LOFTS (733) TAU OF GAMMA PHI BETA SORORITY INC. (728) TAU OF GAMMA PHI BETA (729) SORORITY INC. KAPPA KAPPA GAMMA FRATERNITY 5020 5025 5030 5035 5040 5020 5025 5030 5035 5040 12+50 12+00 11+00 10+00 9+50 5020 5025 5030 5035 5040 5045 5020 5025 5030 5035 5040 5045 12+50 12+00 11+00 10+00 9+50 5020 5025 5030 5035 5040 5045 5020 5025 5030 5035 5040 5045 12+50 12+00 11+00 10+00 9+50 No. Revisions: By: Date: REVIEWED BY: N. Haws X BLUEBELL STREET W. PLUM STREET BUILDING 3 BUILDING 2 50' ROW 30' {}-{} 50' ROW 8' SIDEWALK 8' SIDEWALK (1113) CAMBRIDGE HOUSE LOFTS (700) SUNSTONE CONDOMINIUMS (1225) ZETA TAU ALPHA FRATERNITY 40.71' {}-{} 6.5' ADDITIONAL 50' EXIST. ROW ROW (SEE PLAT) 11.5' ADDITIONAL 40' EXIST. ROW ROW (SEE PLAT) 40' {}-{} 5015 5020 5025 5030 5035 5040 5015 5020 5025 5030 5035 5040 13+75 13+00 12+00 11+00 10+00 9+50 5015 5020 5025 5030 5035 5040 5015 5020 5025 5030 5035 5040 13+75 13+00 12+00 11+00 10+00 9+50 5015 5020 5025 5030 EXCEPT BUSES FOR X X X X X X X X � � G OHE CITY PARK AVENUE (50' ROW) WEST PLUM STREET (ROW VARIES) WEST PLUM STREET (ROW VARIES) BUILDING 1 BUILDING 2 POOL/COURTYARD CABANA 3' PRIVATE DRIVE ADDITIONAL ROW WIDTH VARIES (SEE PLAT) 24' (1205) (1303) KIEL FAMILY LIMITED PARTNERSHIP (1307) DERNBERG, ANN R. (1311) TAN, SHIRLEE (1315) PANDO, MATTHEW PAUL (1319) PANDO, MATTHEW PAUL (1323) PANDO, MATTHEW PAUL 40' EXIST. ROW 50' EXIST. ROW 50' EXIST. ROW 66' EXIST. ROW 50' EXIST. ROW (1209) TOWN SQUARE CONDOMINIUMS BUILDING 1 BUILDING 1 5025 5030 5035 5040 �� FIRE EXCEPT BUSES FOR CITY PARK AVENUE (50' ROW) WEST PLUM STREET (ROW VARIES) BUILDING 2 EXISTING DAISY STREET TO BE VACATED (50' ROW) COURTYARD POOL/COURTYARD ENTRY CABANA GARAGE ENTRY ENTRY ENTRY ENTRY COMPACTOR TRASH & ENTRY ENTRY PRIVATE DRIVE ADDITIONAL ROW WIDTH VARIES (SEE PLAT) ENTRY ENTRY (1323) PANDO, MATTHEW PAUL EXISTING COLUMBINE STREET TO BE VACATED (50' ROW) 40 EXIST. ROW 50 EXIST. ROW 50 EXIST. ROW (1209) TOWN SQUARE CONDOMINIUMS ENTRY ENTRY (1205) 1 7' BIKE LANE S T 0 P R1-1 1 7 7 7 4 1 3 3 1 1 3 3 RIGHT TURN DO NOT EXISTING CAMBRIDGE HOUSE APARTMENTS 40' ROW 20' %%p {}-20' %%p -{} 6' BIKE 6' BIKE 14' TRAVEL 14' TRAVEL 40' %%p {}-{} EXISTING CAMBRIDGE HOUSE APARTMENTS 8' BIKE 8' BIKE EXISTING 40' ROW 12' 20' TRAVEL {}-12' 20' TRAVEL -{} 40' {}-{} (4%) (2.5%) (4%) (2.5%) EXIST. EXIST. EXIST. EXIST. 11.5' ADD. ROW DIMENSION VARIES DISTRICT AT CAMPUS WEST 6.5' PARKWAY 5' (12.5' MIN.) (103' MAX) EXISTING SINGLE FAMILY HOUSE 5' MIN. 40' ROW 20' %%p {}-20' %%p -{} 6' BIKE 6' BIKE 14' TRAVEL 14' TRAVEL 40' %%p {}-{} 8' BIKE 8' BIKE EXISTING 40' ROW 12' 20' TRAVEL {}-12' 20' TRAVEL -{} 40' {}-{} (4%) (2.5%) EXIST. EXIST. ADD. ROW WIDTH VARIES DIMENSION VARIES (4%) (1.5%) EXIST. EXIST. DISTRICT AT CAMPUS WEST 6.5' PARKWAY 5' (7' MIN.) OHE OHE OHE OHE OHE OHE OHE OHE OHE ST ST ST ST ST ST ST ST ST ST � � � � �� OHE FIRE EXCEPT BUSES FOR 1 1.70 ac CO CO CO CO CO CO CITY PARK AVENUE BUILDING 1 FFE=5036.80 BUILDING 1 FFE=5034.30 BUILDING 2 FFE=5033.34 CITY PARK AVENUE (50' ROW) WEST PLUM STREET (ROW VARIES) WEST PLUM STREET (ROW VARIES) 6.5' ADDITIONAL ROW (SEE PLAT) ADDITIONAL ROW WIDTH VARIES (SEE PLAT) 40' EXIST. ROW 50' EXIST. ROW 50' EXIST. ROW 66' EXIST. ROW 3.5' ADDITIONAL ROW (SEE PLAT) 1 10.0' DRAINAGE EASEMENT 4.0' DRAINAGE EASEMENT EXISTING DAISY STREET TO BE VACATED (50' ROW) (1205) (1303) KIEL FAMILY LIMITED PARTNERSHIP (1307) DERNBERG, ANN R. 4' MIN. WIDTH 24" MIN. 36" MAX. 2" MIN. 12" MAX. PONDING OVER FFE VARIES NOTES: � �.�. �.�. �.�. �.�. �.�. OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE ST ST ST ST ST ST ST ST ST EXCEPT BUSES FOR 2 1.20 ac 3 0.91 ac CO CO SCOTT AVENUE BUILDING 2 FFE=5033.34 BUILGING 3 FFE=5031.34 FFE=5033.00 WEST PLUM STREET (ROW VARIES) WEST PLUM STREET (ROW VARIES) ASTER STREET (50' ROW) BLUEBELL STREET (50' ROW) 11.5' ADDITIONAL ROW (SEE PLAT) 6.5' ADDITIONAL ROW (SEE PLAT) 66' EXIST. ROW 50' EXIST. ROW 40' EXIST. ROW FFE=5032.00 2 1 3 4.0' DRAINAGE EASEMENT (1201) (1205) (809) (813) (1113) CAMBRIDGE HOUSE LOFTS (733) TAU OF GAMMA PHI BETA SORORITY INC. (728) TAU OF GAMMA PHI BETA SORORITY INC. (700) SUNSTONE CONDOMINIUMS (1225) ZETA TAU ALPHA FRATERNITY EXISTING COLUMBINE STREET TO BE VACATED (50' ROW) (1209) TOWN SQUARE CONDOMINIUMS (1209) TOWN SQUARE CONDOMINIUMS No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 02.29.12 PROJECT: 670-001 Sheet Of 19 Sheets THE DISTRICT AT CAMPUS WEST T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 02/29/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� C601 DRAINAGE EXHIBIT K. Brazelton K. Brazelton 1"=30' City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 LEGEND: NORTH FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION PROPOSED CONTOURS 80 79 EXISTING TREES EXISTING ROW EXISTING EASEMENT LINE EXISTING CURB & GUTTER PROPOSED SWALE PROPOSED 2.5-FOOT VERTICAL CURB & GUTTER SECTION PROPOSED CONCRETE EXISTING CONCRETE PROPOSED EASEMENT A A 1.23 ac DESIGN POINT FLOW ARROW DRAINAGE BASIN LABEL BASIN DESIGNATION BASIN AREA (AC) DRAINAGE BASIN BOUNDARY PROPOSED DETENTION PLANTER PROPOSED LANDSCAPE BED/PLANTER PROPOSED ENHANCED PAVING PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED STORM MANHOLE NOTES: 1.REFER TO THE "PRELIMINARY DRAINAGE & EROSION CONTROL REPORT FOR THE DISTRICT AT CAMPUS WEST' BY NORTHERN ENGINEERING, DATED JANUARY 25, 2012 FOR ADDITIONAL INFORMATION. DETENTION POND SUMMARY VOLUME REQ'D (ac-ft) VOLUME PROVIDED (ac-ft) DETENTION METHOD WATER QUALITY METHOD BASIN 1 0.16 0.17 DETENTION PLANTER PLD SOIL SECTION WITHIN DETENTION PLANTER BASIN 2 0.09 0.09 DETENTION VAULT W/IN BUILDING 2 INTERNAL SAND/OIL SEPARATOR WITH STORM SEWER STRUCTURE EQUIPPED WITH SNOUT BASIN 3 0.06 0.12 DETENTION PLANTER PLD SOIL SECTION WITHIN DETENTION PLANTER DRAINAGE SUMMARY TABLE DESIGN POINT BASIN ID TOTAL AREA (��) C10 C100 10-�� T� (��) 100-�� T� (��) Q10 (��) Q100 (��) 1 1 1.70 0.82 1.00 7.9 7.6 5.9 14.6 2 2 1.20 0.85 1.00 8.6 8.2 4.1 10.0 3 3 0.91 0.79 0.99 5.4 5.0 3.5 9.0 KEYMAP NTS WEST PLUM ST. CITY PARK AVE. BLUEBELL ST. ASTER ST. C600 C601 FLOW-THROUGH DETENTION PLANTER {NTS} MATCHLINE-SEE SHEET C600 (1311) TAN, SHIRLEE (1315) PANDO, MATTHEW PAUL (1319) PANDO, MATTHEW PAUL (1323) PANDO, MATTHEW PAUL (700) SUNSTONE CONDOMINIUMS (700) SUNSTONE CONDOMINIUMS EXISTING COLUMBINE STREET TO BE VACATED (50' ROW) (1209) TOWN SQUARE CONDOMINIUMS (1209) TOWN SQUARE CONDOMINIUMS BUILDING 1 FFE=5035.30 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 02.29.12 PROJECT: 670-001 Sheet Of 19 Sheets THE DISTRICT AT CAMPUS WEST T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 02/29/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� C600 DRAINAGE EXHIBIT K. Brazelton K. Brazelton 1"=30' City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 LEGEND: NORTH FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION PROPOSED CONTOURS 80 79 EXISTING TREES EXISTING ROW EXISTING EASEMENT LINE EXISTING CURB & GUTTER PROPOSED SWALE PROPOSED 2.5-FOOT VERTICAL CURB & GUTTER SECTION PROPOSED CONCRETE EXISTING CONCRETE PROPOSED EASEMENT A A 1.23 ac DESIGN POINT FLOW ARROW DRAINAGE BASIN LABEL BASIN DESIGNATION BASIN AREA (AC) DRAINAGE BASIN BOUNDARY PROPOSED DETENTION PLANTER PROPOSED LANDSCAPE BED/PLANTER PROPOSED ENHANCED PAVING PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED STORM MANHOLE NOTES: 1.REFER TO THE "PRELIMINARY DRAINAGE & EROSION CONTROL REPORT FOR THE DISTRICT AT CAMPUS WEST' BY NORTHERN ENGINEERING, DATED JANUARY 25, 2012 FOR ADDITIONAL INFORMATION. DETENTION POND SUMMARY VOLUME REQ'D (ac-ft) VOLUME PROVIDED (ac-ft) DETENTION METHOD WATER QUALITY METHOD BASIN 1 0.16 0.17 DETENTION PLANTER PLD SOIL SECTION WITHIN DETENTION PLANTER BASIN 2 0.09 0.09 DETENTION VAULT W/IN BUILDING 2 INTERNAL SAND/OIL SEPARATOR WITH STORM SEWER STRUCTURE EQUIPPED WITH SNOUT BASIN 3 0.06 0.12 DETENTION PLANTER PLD SOIL SECTION WITHIN DETENTION PLANTER DRAINAGE SUMMARY TABLE DESIGN POINT BASIN ID TOTAL AREA (��) C10 C100 10-�� T� (��) 100-�� T� (��) Q10 (��) Q100 (��) 1 1 1.70 0.82 1.00 7.9 7.6 5.9 14.6 2 2 1.20 0.85 1.00 8.6 8.2 4.1 10.0 3 3 0.91 0.79 0.99 5.4 5.0 3.5 9.0 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 02.29.12 PROJECT: 670-001 Sheet Of 19 Sheets THE DISTRICT AT CAMPUS WEST T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 02/29/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� KEYMAP NTS WEST PLUM ST. CITY PARK AVE. BLUEBELL ST. ASTER ST. C600 C601 MATCHLINE-SEE SHEET C601 (18' MAX.) (4.5' MIN.) (81' MAX.) EXISTING SINGLE FAMILY HOUSE 13' MIN. EXISTING SINGLE FAMILY HOUSE EXISTING SINGLE FAMILY HOUSE 50' ROW 20' %%p {}-20' %%p -{} 7' PARK 7' 13' TRAVEL 13' TRAVEL PARK 40' %%p {}-{} DIMENSION VARIES DIMENSION VARIES 7' NO PARK EXISTING 50' ROW 20' {}-20' 13' -TRAVEL {} 40' {}-{} 3% 3% (3%) (3%) PROP. PROP. EXIST. EXIST. DISTRICT AT CAMPUS WEST DISTRICT AT CAMPUS WEST 4.5' 4.5' (8' MIN.) (13' MAX.) (10' MIN.) (25' MAX.) EXISTING SINGLE FAMILY HOUSE EXISTING SINGLE FAMILY HOUSE 13' TRAVEL 7' PARK 50' ROW 20' %%p {}-20' %%p -{} 7' PARK 7' 13' TRAVEL 13' TRAVEL PARK 40' %%p {}-{} DIMENSION VARIES 7' PARK EXISTING 50' ROW 19' TRAVEL 33' {}-{} 20' {}- 7' PARK (1.5%) (3%) 1.5% 5.00 PROP. EXIST. EXIST. DISTRICT AT CAMPUS WEST 6.5' PARKWAY 5' (10' MIN.) (35' MAX) 20' MIN. EXISTING SINGLE FAMILY HOUSE 50' ROW 20' %%p {}-20' %%p -{} 6' BIKE 6' 14' TRAVEL 14' TRAVEL BIKE 40' %%p {}-{} (4%) (3%) EXIST. EXIST. DIMENSION VARIES DIMENS ION 8' BIKE 8' BIKE EXISTING 50' ROW 12' 20' TRAVEL {}-12' 20' TRAVEL -{} 40' {}-{} 6.5' ADD. ROW DIMENSION VARIES (4%) (3%) EXIST. EXIST. DISTRICT AT CAMPUS WEST 6.5' PARKWAY 5' (8' MIN.) (18' MAX) 5.5' (MIN.) EXISTING SINGLE FAMILY HOUSE 50' ROW 22' %%P {}-22' %%P -{} 8' PARK 8' 14' TRAVEL 14' TRAVEL PARK 30' MIN. EXISTING SINGLE FAMILY HOUSE 8' BIKE 8' PARK EXISTING 50' ROW 14' 22' TRAVEL {}-14' 22' TRAVEL -{} 44' {}-{} DIMENSION VARIES DISTRICT AT CAMPUS WEST 3.5' ADD. ROW (3' MIN.) (9' MAX) 5' C504 ROADWAY SECTIONS TYPICAL K. Brazelton K. Brazelton NTS City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R PROPOSED SECTION AT BUILDING 3 PLUM STREET BLUEBELL STREET BLUEBELL STREET ASTER STREET ASTER STREET NTS EXISTING SECTION NTS PLUM STREET EXISTING SECTION AT BUILDING 3 NTS No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 02.29.12 PROJECT: 670-001 Sheet Of 19 Sheets THE DISTRICT AT CAMPUS WEST T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 02/29/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� PLUM STREET PLUM STREET PROPOSED SECTION AT BUILDING 2 EXISTING SECTION AT BUILDING 2 NTS PLUM STREET PLUM STREET EXISTING SECTION AT BUILDING 1 NTS CITY PARK AVENUE CITY PARK AVENUE EXISTING SECTION NTS PASS YIELD BUS TO BUS 7 7' BIKE LANE EXCEPT BUSES FOR WEST PLUM STREET (ROW VARIES) BLUEBELL STREET BUILDING 2 BUILDING 3 COURTYARD ENTRY ENTRY ENTRY ENTRY ENTRY ENTRY EXISTING 50 ROW 11.5 ADDITIONAL ROW (SEE PLAT) EXISTING 50 ROW 6.5 ADDITIONAL ROW (SEE PLAT) (1201) (733) TAU OF GAMMA PHI BETA SORORITY INC. (728) TAU OF GAMMA PHI BETA SORORITY INC. EXISTING COLUMBINE STREET TO BE VACATED (50' ROW) 50 EXIST. ROW 40 EXIST. ROW ASTER STREET (1205) 7 1 3 3 1 1 1 1 1 3 3 RIGHT TURN DO NOT PASS BUS 7' BIKE LANE 7' BIKE LANE No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 02.29.12 PROJECT: 670-001 Sheet Of 19 Sheets THE DISTRICT AT CAMPUS WEST T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 02/29/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� C503 SIGNAGE AND STRIPING PLAN PLUM STREET K. Brazelton K. Brazelton 1"=30' City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 LEGEND: NORTH EXISTING TREES PROPOSED ASPHALT PATCH OR OVERLAY EXISTING ROW EXISTING EASEMENT LINE EXISTING CURB & GUTTER PROPOSED DETENTION PLANTER PROPOSED 2.5-FOOT VERTICAL CURB & GUTTER SECTION PROPOSED CONCRETE EXISTING CONCRETE PROPOSED SITE LIGHTING PROPOSED SIGN PROPOSED ROW PROPOSED LANDSCAPE BED/PLANTER PROPOSED EASEMENT PROPOSED ENHANCED PAVING PEDESTRIAN ACCESS RAMP No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 02.29.12 PROJECT: 670-001 Sheet Of 19 Sheets THE DISTRICT AT CAMPUS WEST T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 02/29/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� KEYMAP NTS WEST PLUM ST. CITY PARK AVE. BLUEBELL ST. ASTER ST. 10 YELLOW ISLAND CROSS HATCHING WHITE ISLAND CROSS HATCHING 4" SOLID YELLOW LINE 4" SOLID WHITE LINE (2) 4" SOLID LINES; 4" APART DOUBLE YELLOW LINE 4" BROKEN YELLOW LINE 8" SOLID WHITE LINE DOUBLE YELLOW LINE 9 6 3 5 1 8 2 4 7 STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING BICYCLIST AND ARROW 18" X 9' CROSSING LINE, SEE NOTES PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING 18" WIDE STOP BAR PREFORMED PLASTIC PAVEMENT MARKING "SCHOOL" (30.0 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING "STOP" (22.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING STRAIGHT AND LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING RIGHT TURN ARROW (15.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING LEFT TURN ARROW (15.5 S.F. EA.) RIGHT AND LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING TWO WAY LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT L H D C B K A E F G I J M LANE REDUCTION ARROW PREFORMED PLASTIC PAVEMENT MARKING 11 50' O.C. 45 ANGLES 10' 30' 10' 10' 30' 12 6' 3' 6' 6' 3' N "LANE ENDS" PREFORMED PLASTIC PAVEMENT MARKING 3' 3' 3' 3' 3' 4" WHITE DASHED LINE PREFORMED THERMOPLASTIC O 18" WIDE WHITE MEDIAN STRIPING PREFORMED PLASTIC PAVEMENT MARKING A.ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL AS THE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE. B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED THERMO-PLASTIC. C.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. (REF. LCUASS SECTION 22.6.2) D.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS. E.ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT. F.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS ENGINEER PRIOR TO PERMANENT INSTALLATION OF STRIPING AND SYMBOLS. G.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS. H.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. I.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS. J.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS. K.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY OF FORT COLLINS ENGINEER. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN. L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. M.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. N.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO INITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALL FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR ON TRAFFIC MARKINGS). O.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC CONTROL DEVICES, FOR ADDITIONAL DETAIL. STRIPING LEGEND: STRIPING NOTES: 3' 3' 3' 3' 3' 8" WHITE DASHED LINE PREFORMED THERMOPLASTIC MATCHLINE C503 SEE BELOW SEE ABOVE MATCHLINE 5045 5025 5030 5035 5040 5045 9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 5020 5025 5030 5035 5040 5020 5025 5030 5035 5040 15+00 16+00 17+00 18+00 19+00 20+00 21+00 21+25 EXCEPT BUSES FOR M � M M X X WEST PLUM STREET (ROW VARIES) WEST PLUM STREET (ROW VARIES) BLUEBELL STREET SCOTT AVENUE (25' ROW) BUILDING 2 BUILDING 3 EXISTING 50' ROW 11.5' ADDITIONAL ROW (SEE PLAT) EXISTING 50' ROW 6.5' ADDITIONAL ROW (SEE PLAT) (1205) (1201) (1113) CAMBRIDGE HOUSE LOFTS (728) TAU OF GAMMA PHI BETA SORORITY INC. 66' EXIST. ROW 50' EXIST. ROW 40' EXIST. ROW 72.7' 2' 2' 2' ASTER STREET No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 02.29.12 PROJECT: 670-001 Sheet Of 19 Sheets THE DISTRICT AT CAMPUS WEST T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 02/29/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� C502 FLOWLINE PLAN & PROFILE PLUM STREET K. Brazelton K. Brazelton 1"=30' No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 02.29.12 PROJECT: 670-001 Sheet Of 19 Sheets THE DISTRICT AT CAMPUS WEST T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 02/29/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� KEYMAP NTS WEST PLUM ST. CITY PARK AVE. BLUEBELL ST. ASTER ST. City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 NORTH PLUM STREET LEFT FLOWLINE PLUM STREET SCALE : 1" = 30' (H) 1" = 5' (V) LEFT FLOWLINE PLUM STREET SCALE : 1" = 30' (H) 1" = 5' (V) EXISTING POWER POLE EXISTING TREES EXISTING LIGHT POLE EXISTING FIRE HYDRANT D H Y LEGEND: NOTES: PROPOSED CURB & GUTTER 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS\TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION. 6.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 8.SEE SHEET C504 FOR TYPICAL ROADWAY SECTIONS PROPOSED STORM INLET PEDESTRIAN ACCESS RAMP PROPOSED CONCRETE CROSSPAN EXISTING EASEMENT LINE EXISTING CURB & GUTTER PROPOSED DETENTION PLANTER PROPOSED 2.5-FOOT VERTICAL CURB & GUTTER SECTION PROPOSED CONCRETE EXISTING CONCRETE PROPOSED ROW PROPOSED LANDSCAPE BED/PLANTER PROPOSED EASEMENT PROPOSED ENHANCED PAVING PROPOSED SLOPE EXISTING SLOPE 0.50% (0.51%) PLUM STREET LINE MATCH STA 15+50 SEE BELOW STA15+50 LINE MATCH STA 15+50 SEE ABOVE STA 15+50 C502 5035 5040 5015 5020 5025 5030 5035 5040 13+75 13+00 12+00 11+00 10+00 9+50 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 02.29.12 PROJECT: 670-001 Sheet Of 19 Sheets THE DISTRICT AT CAMPUS WEST T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 02/29/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� C501 ROADWAY PLAN & PROFILE BLUEBELL STREET K. Brazelton K. Brazelton 1"=30' City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 NORTH No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 02.29.12 PROJECT: 670-001 Sheet Of 19 Sheets THE DISTRICT AT CAMPUS WEST T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 02/29/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� KEYMAP NTS WEST PLUM ST. CITY PARK AVE. BLUEBELL ST. ASTER ST. C501 RIGHT FLOWLINE BLUEBELL STREET SCALE : 1" = 30' (H) 1" = 5' (V) CENTERLINE BLUEBELL STREET SCALE : 1" = 30' (H) 1" = 5' (V) LEFT FLOWLINE BLUEBELL STREET SCALE : 1" = 30' (H) 1" = 5' (V) BLUEBELL STREET EXISTING POWER POLE EXISTING TREES EXISTING LIGHT POLE EXISTING FIRE HYDRANT D H Y LEGEND: NOTES: PROPOSED CURB & GUTTER 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS\TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION. 6.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 8.SEE SHEET C504 FOR TYPICAL ROADWAY SECTIONS PROPOSED STORM INLET PEDESTRIAN ACCESS RAMP PROPOSED CONCRETE CROSSPAN EXISTING EASEMENT LINE EXISTING CURB & GUTTER PROPOSED DETENTION PLANTER PROPOSED 2.5-FOOT VERTICAL CURB & GUTTER SECTION PROPOSED CONCRETE EXISTING CONCRETE PROPOSED ROW PROPOSED LANDSCAPE BED/PLANTER PROPOSED EASEMENT PROPOSED ENHANCED PAVING PROPOSED SLOPE EXISTING SLOPE 0.50% (0.51%) DESIGNED BY: DRAWN BY: SCALE: DATE: 02.29.12 PROJECT: 670-001 Sheet Of 19 Sheets THE DISTRICT AT CAMPUS WEST T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 02/29/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� C500 ROADWAY PLAN & PROFILE ASTER STREET K. Brazelton K. Brazelton 1"=30' No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 02.29.12 PROJECT: 670-001 Sheet Of 19 Sheets THE DISTRICT AT CAMPUS WEST T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 02/29/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� KEYMAP NTS WEST PLUM ST. CITY PARK AVE. BLUEBELL ST. ASTER ST. C500 City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 NORTH ASTER STREET RIGHT FLOWLINE ASTER STREET SCALE : 1" = 30' (H) 1" = 5' (V) CENTERLINE ASTER STREET SCALE : 1" = 30' (H) 1" = 5' (V) LEFT FLOWLINE ASTER STREET SCALE : 1" = 30' (H) 1" = 5' (V) EXISTING POWER POLE EXISTING TREES EXISTING LIGHT POLE EXISTING FIRE HYDRANT D H Y LEGEND: NOTES: PROPOSED CURB & GUTTER 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS\TRAILS AT MAXIMUM SPACING OF 50 FEET. 5.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION. 6.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 8.SEE SHEET C504 FOR TYPICAL ROADWAY SECTIONS PROPOSED STORM INLET PEDESTRIAN ACCESS RAMP PROPOSED CONCRETE CROSSPAN EXISTING EASEMENT LINE EXISTING CURB & GUTTER PROPOSED DETENTION PLANTER PROPOSED 2.5-FOOT VERTICAL CURB & GUTTER SECTION PROPOSED CONCRETE EXISTING CONCRETE PROPOSED ROW PROPOSED LANDSCAPE BED/PLANTER PROPOSED EASEMENT PROPOSED ENHANCED PAVING PROPOSED SLOPE EXISTING SLOPE 0.50% (0.51%) 40' 11.5' ADDITIONAL EXIST. ROW ROW (SEE PLAT) ROW (SEE PLAT) 66' EXIST. ROW 50' EXIST. ROW 40' EXIST. ROW ENTRY ENTRY ENTRY ENTRY ENTRY TRASH & COMPACTOR GARAGE ENTRY ENTRY ENTRY ENTRY SCOTT AVENUE (25' ROW) (1201) (1205) (809) (813) (1113) CAMBRIDGE HOUSE LOFTS (733) TAU OF GAMMA PHI BETA SORORITY INC. (728) TAU OF GAMMA PHI BETA SORORITY INC. (700) SUNSTONE CONDOMINIUMS (1225) ZETA TAU ALPHA FRATERNITY EXISTING COLUMBINE STREET TO BE VACATED (50' ROW) (1209) TOWN SQUARE CONDOMINIUMS (1209) TOWN SQUARE CONDOMINIUMS FFE=5032.00 (729) KAPPA KAPPA GAMMA FRATERNITY No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 02.29.12 PROJECT: 670-001 Sheet Of 19 Sheets THE DISTRICT AT CAMPUS WEST T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 02/29/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 LEGEND: NOTES: { 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.SPOT ELEVATIONS SHOWN ARE FLOWLINE OR EDGE OF WALK UNLESS NOTED OTHERWISE. 3.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 4.ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE LANDSCAPE PLANS. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS ARE TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 6.THE PROPOSED PAVEMENT PATCHES WITHIN WEST PLUM STREET AND CITY PARK AVENUE SHALL BE THE DEPTH OF THE EXISTING PAVEMENT PLUS 1-INCH.} NORTH 77.71 (77.90) PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED GRADE 1.8% EXISTING GRADE (1.8%) PROPOSED CONTOURS 80 TBC - TOP BACK OF CURB EOP - EDGE OF PAVEMENT TOP - TOP OF STAIR BTM - BOTTOM OF STAIR GRND - ELEVATION OF GROUND AT EXTERIOR WALL OR DOOR 79 EXISTING TREES PROPOSED ASPHALT PATCH OR OVERLAY EXISTING ROW EXISTING EASEMENT LINE EXISTING CURB & GUTTER PROPOSED SWALE PROPOSED 2.5-FOOT VERTICAL CURB & GUTTER SECTION PROPOSED CONCRETE EXISTING CONCRETE PROPOSED SITE LIGHTING PROPOSED SIGN PROPOSED EASEMENT PROPOSED DETENTION PLANTER PROPOSED LANDSCAPE BED/PLANTER PROPOSED ENHANCED PAVING PROPOSED ROW PROPOSED ENTRY RAMP PROPOSED ENTRY STEPS PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED STORM MANHOLE PEDESTRIAN ACCESS RAMP KEYMAP NTS WEST PLUM ST. CITY PARK AVE. BLUEBELL ST. ASTER ST. C400 C401 C401 GRADING PLAN K. Brazelton K. Brazelton 1"=30' MATCHLINE-SEE SHEET C400 (SEE PLAT) 40' EXIST. ROW 50' EXIST. ROW 50' EXIST. ROW 66' EXIST. ROW 3.5' ADDITIONAL ROW (SEE PLAT) ENTRY ENTRY GARAGE ENTRY ENTRY ENTRY ENTRY COMPACTOR TRASH & ENTRY ENTRY ENTRY ENTRY ENTRY EXISTING DAISY STREET TO BE VACATED (50' ROW) (1205) (1303) KIEL FAMILY LIMITED PARTNERSHIP (1307) DERNBERG, ANN R. (1311) TAN, SHIRLEE (1315) PANDO, MATTHEW PAUL (1319) PANDO, MATTHEW PAUL (1323) PANDO, MATTHEW PAUL (700) SUNSTONE CONDOMINIUMS EXISTING COLUMBINE STREET TO BE VACATED (50' ROW) (1209) TOWN SQUARE CONDOMINIUMS (1209) TOWN SQUARE CONDOMINIUMS ENTRY EGRESS No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 02.29.12 PROJECT: 670-001 Sheet Of 19 Sheets THE DISTRICT AT CAMPUS WEST T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 02/29/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� C400 GRADING PLAN K. Brazelton K. Brazelton 1"=30' City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 LEGEND: NOTES: { 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.SPOT ELEVATIONS SHOWN ARE FLOWLINE OR EDGE OF WALK UNLESS NOTED OTHERWISE. 3.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 4.ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE LANDSCAPE PLANS. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS ARE TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 6.THE PROPOSED PAVEMENT PATCHES WITHIN WEST PLUM STREET AND CITY PARK AVENUE SHALL BE THE DEPTH OF THE EXISTING PAVEMENT PLUS 1-INCH.} NORTH 77.71 (77.90) PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED GRADE 1.8% EXISTING GRADE (1.8%) PROPOSED CONTOURS 80 TBC - TOP BACK OF CURB EOP - EDGE OF PAVEMENT TOP - TOP OF STAIR BTM - BOTTOM OF STAIR GRND - ELEVATION OF GROUND AT EXTERIOR WALL OR DOOR 79 EXISTING TREES PROPOSED ASPHALT PATCH OR OVERLAY EXISTING ROW EXISTING EASEMENT LINE EXISTING CURB & GUTTER PROPOSED SWALE PROPOSED 2.5-FOOT VERTICAL CURB & GUTTER SECTION PROPOSED CONCRETE EXISTING CONCRETE PROPOSED SITE LIGHTING PROPOSED SIGN PROPOSED EASEMENT PROPOSED DETENTION PLANTER PROPOSED LANDSCAPE BED/PLANTER PROPOSED ENHANCED PAVING PROPOSED ROW PROPOSED ENTRY RAMP PROPOSED ENTRY STEPS PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED STORM MANHOLE PEDESTRIAN ACCESS RAMP No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 02.29.12 PROJECT: 670-001 Sheet Of 19 Sheets THE DISTRICT AT CAMPUS WEST T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 02/29/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� KEYMAP NTS WEST PLUM ST. CITY PARK AVE. BLUEBELL ST. ASTER ST. C400 C401 MATCHLINE-SEE SHEET C401 X X X X X �.�. � OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE X X X X X X X X X WV WV WV WV � � � � � � 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS X X WV ELEC TELE ELEC ELEC CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR ST ST ST ST ST ST X X X � � � 8" SS 8" SS WV CTV VAULT F.O. CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T T T T T T T T T T T T T T T T T T T T ST ST 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS W W W W W W W 4" SS W W W W W W W ST X � � � EXCEPT BUSES FOR WEST PLUM STREET (ROW VARIES) WEST PLUM STREET ASTER STREET (50' ROW) BLUEBELL STREET (50' ROW) SCOTT AVENUE (25' ROW) BUILDING 2 BUILDING 3 PRIVATE DRIVE EXISTING 12" STORM C C B B 5' UTILITY ESMT. TF TF TV TV CO F F TF CO TV S S W (1201) (1205) (809) (813) (1113) CAMBRIDGE HOUSE LOFTS (733) TAU OF GAMMA PHI BETA SORORITY INC. (728) TAU OF GAMMA PHI BETA SORORITY INC. (700) SUNSTONE CONDOMINIUMS (1225) ZETA TAU ALPHA FRATERNITY EXISTING COLUMBINE STREET TO BE VACATED (50' ROW) (1209) TOWN SQUARE CONDOMINIUMS (1209) TOWN SQUARE CONDOMINIUMS 11.5' ADDITIONAL ROW (SEE PLAT) 6.5' ADDITIONAL ROW (SEE PLAT) 66' EXIST. ROW 50' EXIST. ROW 40' EXIST. ROW 5' UTILITY ESMT. 10' EXISTING UTILITY ESMT. (729) KAPPA KAPPA GAMMA FRATERNITY 40' %%p {}-{} 8' BIKE 8' BIKE EXISTING 40' ROW 12' 20' TRAVEL {}-12' 20' TRAVEL -{} 40' {}-{} EXISTING TELECOM EXISTING 4" GAS EXISTING 8" SANITARY EXISTING 20" WATER PROPOSED STORM EXISTING FIBER EXISTING TELECOM PROPOSED ELECTRIC 11.5' ADD. ROW DIMENSION VARIES DIMENSION DIMENSION VARIES VARIES 8' BIKE 8' BIKE EXISTING 50' ROW 12' 20' TRAVEL {}-12' 20' TRAVEL -{} 40' {}-{} EXISTING 4" GAS EXISTING 8" SANITARY EXISTING 20" WATER EXISTING FIBER EXISTING TELECOM PROPOSED ELECTRIC PROPOSED PRIVATE STORM 6.5' ADD. ROW No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 02.29.12 PROJECT: 670-001 Sheet Of 19 Sheets THE DISTRICT AT CAMPUS WEST T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 02/29/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� C301 UTILITY PLAN K. Brazelton K. Brazelton 1"=30' City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 EXISTING CLEANOUT EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES EXISTING WATER CURB STOP EXISTING ELECTRIC BOX EXISTING IRRIGATION MANHOLE EXISTING TELEPHONE BOX EXISTING LIGHT POLE EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROPOSED ASPHALT PATCH OR OVERLAY ELEC WVAULT H Y D TELE CONTROL IRR H2O ELEC W S O C.O. E C S EXISTING OVERHEAD UTILITY G LEGEND: EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING CABLE TV EXISTING FIBER OPTIC EXISTING UNDERGROUND ELECTRIC EXISTING 8" SANITARY SEWER EXISTING 3/4" WATER SERVICE EXISTING 20" WATER EXISTING 6" WATER EXISTING FENCE EXISTING 6" SANITARY SEWER EXISTING 2" WATER EXISTING ROW EXISTING SANITARY SEWER SERVICE NOTES: 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS. 3.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE LIGHTING. 4.WATER AND SEWER SERVICE PROVIDED BY THE CITY OF FORT COLLINS. 5.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'. MAXIMUM COVER SHALL BE 5.5'. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 7.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 8.SANITARY SEWER SERVICES SHALL BE SDR-35 PVC. 9.WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 PVC. WATER SERVICES SHALL BE TYPE K COPPER OR HDPE. 10.THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THIS DRAWING ARE SHOWN FOR HORIZONTAL ALIGNMENTS ONLY AND ARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BE PERFORMED BY THE APPROPRIATE UTILITY COMPANY. 11.ALL CONDUIT PLACED BY THE CONTRACTOR FOR CABLE, PHONE AND INTERNET SHALL BE EQUIPPED WITH PULL TAPE AND LOCATE WIRE PER THE SPECIFICATIONS OF EACH UTILITY COMPANY. 12.ELECTRIC TRANSFORMER PAD SIZE IS APPROXIMATE. COORDINATE FINAL LOCATION AND SIZE OF TRANSFORMER WITH APPROVED ARCHITECTURAL PLANS. { 13.CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES WHERE CROSSING PROPOSED UTILITIES AND IMPROVEMENTS PRIOR TO INSTALLING NEW UTILITIES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONFLICTS NOT IDENTIFIED ON THESE PLANS. 14.PROPOSED 8-INCH SANITARY SEWER SERVICE TO BUILDING 2 THAT CROSSES THE EXISTING 20-INCH WATER MAIN IN WEST PLUM STREET SHALL CROSS THE EXISTING WATER MAIN AT THE SAME LOCATION OF THE EXISTING 6-INCH SANITARY SEWER SERVICE THAT IS TO BE REMOVED WITH THIS PROJECT. 15.THE PROPOSED 6-INCH FIRE SERVICE LINE CROSSING BLUEBELL STREET IS A PRIVATE UTILITY. THE FIRE LINE SHALL BE PROVIDED WITH A STEEL CASING WITHIN THE PUBLIC RIGHT-OF-WAY AND THE CONTRACTOR SHALL HAVE THE PRIVATE LINE REGISTERED WITH THE UTILITY NOTIFICATION CENTER OF COLORADO UPON THE COMPLETION OF THE FIRE SERVICE LINE NORTH PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED UNDERGROUND ELECTRIC PROPOSED TELECOM PROPOSED GAS LINE PROPOSED SANITARY SEWER SERVICE PROPOSED DOMESTIC WATER SERVICE PROPOSED FIRE SERVICE PROPOSED WATER APPURTENCES PROPOSED CABLE PROPOSED STORM MANHOLE PROPOSED ROW PROPOSED DETENTION PLANTER PROPOSED LANDSCAPE BED/PLANTER s F PROPOSED WATER METER AND CURB STOP KEYMAP NTS WEST PLUM ST. CITY PARK AVE. BLUEBELL ST. ASTER ST. C300 C301 UTILITY SECTION C-C UTILITY SECTION AT BUILDING 3 NTS UTILITY SECTION B-B UTILITY SECTION AT BUILDING 2 NTS MATCHLINE-SEE SHEET C300 G G G G G G G G G G G E 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T T T T T T T T T T T T T T T T T T T X X X X X X X X X X � � � � � � � � � �� OHE FIRE EXCEPT BUSES FOR CITY PARK AVENUE (50' ROW) WEST PLUM STREET (ROW VARIES) BUILDING 1 BUILDING 1 BUILDING 2 CITY PARK AVENUE PRIVATE DRIVE A TF TF F S TF CO S CO CO CO CO CO W 5' UTILITY ESMT. EXISTING DAISY STREET TO BE VACATED (50' ROW) (1205) (1303) KIEL FAMILY LIMITED PARTNERSHIP (1307) DERNBERG, ANN R. (1311) TAN, SHIRLEE (1315) PANDO, MATTHEW PAUL (1319) PANDO, MATTHEW PAUL (1323) PANDO, MATTHEW PAUL (700) SUNSTONE CONDOMINIUMS (700) SUNSTONE CONDOMINIUMS EXISTING COLUMBINE STREET TO BE VACATED (50' ROW) (1209) TOWN SQUARE CONDOMINIUMS (1209) TOWN SQUARE CONDOMINIUMS 6.5' ADDITIONAL ROW (SEE PLAT) ADDITIONAL ROW WIDTH VARIES (SEE PLAT) 40' EXIST. ROW 50' EXIST. ROW 50' EXIST. ROW 66' EXIST. ROW 4' ADDITIONAL ROW (SEE PLAT) 10' EXISTING UTILITY ESMT. A 40' ROW 8' BIKE 8' BIKE EXISTING 40' ROW 12' 20' TRAVEL {}-12' 20' TRAVEL -{} 40' {}-{} PROPOSED ELECTRIC ADD. ROW WIDTH VARIES DIMENSION VARIES EXISTING 4" GAS EXISTING 8" SANITARY EXISTING 20" WATER EXISTING FIBER EXISTING TELECOM PROPOSED PRIVATE STORM No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 02.29.12 PROJECT: 670-001 Sheet Of 19 Sheets THE DISTRICT AT CAMPUS WEST T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 02/29/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� C300 UTILITY PLAN K. Brazelton K. Brazelton 1"=30' City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 EXISTING CLEANOUT EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES EXISTING WATER CURB STOP EXISTING ELECTRIC BOX EXISTING IRRIGATION MANHOLE EXISTING TELEPHONE BOX EXISTING LIGHT POLE EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROPOSED ASPHALT PATCH OR OVERLAY ELEC WVAULT H Y D TELE CONTROL IRR H2O ELEC W S O C.O. E C S EXISTING OVERHEAD UTILITY G LEGEND: EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING CABLE TV EXISTING FIBER OPTIC EXISTING UNDERGROUND ELECTRIC EXISTING 8" SANITARY SEWER EXISTING 3/4" WATER SERVICE EXISTING 20" WATER EXISTING 6" WATER EXISTING FENCE EXISTING 6" SANITARY SEWER EXISTING 2" WATER EXISTING ROW EXISTING SANITARY SEWER SERVICE NOTES: 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS. 3.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE LIGHTING. 4.WATER AND SEWER SERVICE PROVIDED BY THE CITY OF FORT COLLINS. 5.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'. MAXIMUM COVER SHALL BE 5.5'. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 7.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 8.SANITARY SEWER SERVICES SHALL BE SDR-35 PVC. 9.WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 PVC. WATER SERVICES SHALL BE TYPE K COPPER OR HDPE. 10.THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THIS DRAWING ARE SHOWN FOR HORIZONTAL ALIGNMENTS ONLY AND ARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BE PERFORMED BY THE APPROPRIATE UTILITY COMPANY. 11.ALL CONDUIT PLACED BY THE CONTRACTOR FOR CABLE, PHONE AND INTERNET SHALL BE EQUIPPED WITH PULL TAPE AND LOCATE WIRE PER THE SPECIFICATIONS OF EACH UTILITY COMPANY. 12.ELECTRIC TRANSFORMER PAD SIZE IS APPROXIMATE. COORDINATE FINAL LOCATION AND SIZE OF TRANSFORMER WITH APPROVED ARCHITECTURAL PLANS. { 13.CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES WHERE CROSSING PROPOSED UTILITIES AND IMPROVEMENTS PRIOR TO INSTALLING NEW UTILITIES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONFLICTS NOT IDENTIFIED ON THESE PLANS. 14.PROPOSED 8-INCH SANITARY SEWER SERVICE TO BUILDING 2 THAT CROSSES THE EXISTING 20-INCH WATER MAIN IN WEST PLUM STREET SHALL CROSS THE EXISTING WATER MAIN AT THE SAME LOCATION OF THE EXISTING 6-INCH SANITARY SEWER SERVICE THAT IS TO BE REMOVED WITH THIS PROJECT. 15.THE PROPOSED 6-INCH FIRE SERVICE LINE CROSSING BLUEBELL STREET IS A PRIVATE UTILITY. THE FIRE LINE SHALL BE PROVIDED WITH A STEEL CASING WITHIN THE PUBLIC RIGHT-OF-WAY AND THE CONTRACTOR SHALL HAVE THE PRIVATE LINE REGISTERED WITH THE UTILITY NOTIFICATION CENTER OF COLORADO UPON THE COMPLETION OF THE FIRE SERVICE LINE NORTH PROPOSED STORM SEWER PROPOSED STORM INLET PROPOSED UNDERGROUND ELECTRIC PROPOSED TELECOM PROPOSED GAS LINE PROPOSED SANITARY SEWER SERVICE PROPOSED DOMESTIC WATER SERVICE PROPOSED FIRE SERVICE PROPOSED WATER APPURTENCES PROPOSED CABLE PROPOSED STORM MANHOLE PROPOSED ROW PROPOSED DETENTION PLANTER PROPOSED LANDSCAPE BED/PLANTER s F PROPOSED WATER METER AND CURB STOP No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 02.29.12 PROJECT: 670-001 Sheet Of 19 Sheets THE DISTRICT AT CAMPUS WEST T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 02/29/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� KEYMAP NTS WEST PLUM ST. CITY PARK AVE. BLUEBELL ST. ASTER ST. C300 C301 UTILITY SECTION A-A UTILITY SECTION AT BLDG 1 NTS MATCHLINE-SEE SHEET C301 8.5' 9.39' 6.5' ADDITIONAL ROW (SEE PLAT) 29' ENTRY (1201) (1205) (809) (813) (1113) CAMBRIDGE HOUSE LOFTS (733) TAU OF GAMMA PHI BETA SORORITY INC. (728) TAU OF GAMMA PHI BETA SORORITY INC. (700) SUNSTONE CONDOMINIUMS (1225) ZETA TAU ALPHA FRATERNITY EXISTING COLUMBINE STREET TO BE VACATED (50' ROW) 66' EXIST. ROW 50' EXIST. ROW 40' EXIST. ROW (1209) TOWN SQUARE CONDOMINIUMS (1209) TOWN SQUARE CONDOMINIUMS 3' 3.87' 72.7' 2' 3.51' 2' 4' 2' (729) KAPPA KAPPA GAMMA FRATERNITY WEST PLUM STREET (ROW VARIES) WEST PLUM STREET (ROW VARIES) BLUEBELL STREET SCOTT AVENUE (25' ROW) BUILDING 2 BUILDING 3 COURTYARD PRIVATE DRIVE ASTER STREET No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 02.29.12 PROJECT: 670-001 Sheet Of 19 Sheets THE DISTRICT AT CAMPUS WEST T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 02/29/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 LEGEND: NOTES: { 1.FOR BUILDING LAYOUTS REFERENCE ARCHITECTURAL PLANS. LAYOUT AND DIMENSION INFORMATION SHOWN REPRESENTS OUTSIDE FACE OF WALL AND IS SHOWN FOR INFORMATION ONLY. 2.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL SITE LIGHTING AS SHOWN ON THIS DRAWING. 3.ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE MEASURED TO CURB FLOW LINE UNLESS OTHERWISE NOTED. 4.CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE DRAWINGS FOR SITE LAYOUT WITHIN THE COURTYARD AND POOL AREAS. IN ADDITION, THE CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE DRAWINGS FOR ALL LANDSCAPE AND SITE FEATURES SUCH AS DECORATIVE PAVERS, BIKE RACKS, BENCHES, SEAT WALLS, TRASH RECEPTACLES, LANDSCAPE ROCK AND MULCH, ETC. 5.CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED ARCHITECTURAL DRAWINGS FOR ALL STAIR AND HANDRAIL DETAILS AND SPECIFICATIONS. 6.ALL HANDICAP RAMPS (PRIVATE AND PUBLIC) SHALL BE INSTALLED WITH TRUNCATED DOME WARNING DETECTION SYSTEMS PER LARIMER COUNTY URBAN AREA STREET STANDARD DETAILS. }7.CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM THICKNESS UNLESS NOTED OTHERWISE. {8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS ARE TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 9.THE PROPOSED PAVEMENT PATCHES WITHIN WEST PLUM STREET AND CITY PARK AVENUE SHALL BE THE DEPTH OF THE EXISTING PAVEMENT PLUS 1-INCH. }10.DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTER THAT ARE DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. THE LIMITS OF THE REPAIRS WILL BE IDENTIFIED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR PRIOR TO, AND OVER THE COURSE OF, THE PROJECT AND WILL NOT BE SHOWN ON THE PLANS. NORTH EXISTING TREES PROPOSED ASPHALT PATCH OR OVERLAY EXISTING ROW EXISTING EASEMENT LINE EXISTING CURB & GUTTER PROPOSED DETENTION PLANTER PROPOSED 2.5-FOOT VERTICAL CURB & GUTTER SECTION PROPOSED CONCRETE EXISTING CONCRETE PROPOSED SITE LIGHTING PROPOSED SIGN PROPOSED ROW PROPOSED LANDSCAPE BED/PLANTER PROPOSED EASEMENT PROPOSED ENHANCED PAVING PEDESTRIAN ACCESS RAMP KEYMAP NTS WEST PLUM ST. CITY PARK AVE. BLUEBELL ST. ASTER ST. C200 C201 C201 HORIZONTAL CONTROL PLAN K. Brazelton K. Brazelton 1"=30' MATCHLINE-SEE SHEET C200 3.5' ADDITIONAL ROW (SEE PLAT) ENTRY ENTRY 4' DRAINAGE EASEMENT 29' (1205) (1303) KIEL FAMILY LIMITED PARTNERSHIP (1307) DERNBERG, ANN R. (1311) TAN, SHIRLEE (1315) PANDO, MATTHEW PAUL (1319) PANDO, MATTHEW PAUL (1323) PANDO, MATTHEW PAUL (700) SUNSTONE CONDOMINIUMS EXISTING COLUMBINE STREET TO BE VACATED (50' ROW) 40' EXIST. ROW 50' EXIST. ROW 50' EXIST. ROW 66' EXIST. ROW BUILDING 2 (1209) TOWN SQUARE CONDOMINIUMS (1209) TOWN SQUARE CONDOMINIUMS ACCESS ESMT. 2' 2' 3' 3.87' 72.7' ENTRY ENTRY EGRESS CITY PARK AVENUE (50' ROW) WEST PLUM STREET (ROW VARIES) WEST PLUM STREET (ROW VARIES) BUILDING 1 BUILDING 1 CITY PARK AVENUE C OURTYARD POOL/COURTYARD CABANA PRIVATE DRIVE No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 02.29.12 PROJECT: 670-001 Sheet Of 19 Sheets THE DISTRICT AT CAMPUS WEST T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 02/29/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� C200 HORIZONTAL CONTROL PLAN K. Brazelton K. Brazelton 1"=30' City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 LEGEND: NOTES: { 1.FOR BUILDING LAYOUTS REFERENCE ARCHITECTURAL PLANS. LAYOUT AND DIMENSION INFORMATION SHOWN REPRESENTS OUTSIDE FACE OF WALL AND IS SHOWN FOR INFORMATION ONLY. 2.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL SITE LIGHTING AS SHOWN ON THIS DRAWING. 3.ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE MEASURED TO CURB FLOW LINE UNLESS OTHERWISE NOTED. 4.CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE DRAWINGS FOR SITE LAYOUT WITHIN THE COURTYARD AND POOL AREAS. IN ADDITION, THE CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED LANDSCAPE DRAWINGS FOR ALL LANDSCAPE AND SITE FEATURES SUCH AS DECORATIVE PAVERS, BIKE RACKS, BENCHES, SEAT WALLS, TRASH RECEPTACLES, LANDSCAPE ROCK AND MULCH, ETC. 5.CONTRACTOR SHALL REFER TO, AND COORDINATE WITH, THE APPROVED ARCHITECTURAL DRAWINGS FOR ALL STAIR AND HANDRAIL DETAILS AND SPECIFICATIONS. 6.ALL HANDICAP RAMPS (PRIVATE AND PUBLIC) SHALL BE INSTALLED WITH TRUNCATED DOME WARNING DETECTION SYSTEMS PER LARIMER COUNTY URBAN AREA STREET STANDARD DETAILS. }7.CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM THICKNESS UNLESS NOTED OTHERWISE. {8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS ARE TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 9.THE PROPOSED PAVEMENT PATCHES WITHIN WEST PLUM STREET AND CITY PARK AVENUE SHALL BE THE DEPTH OF THE EXISTING PAVEMENT PLUS 1-INCH. }10.DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTER THAT ARE DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. THE LIMITS OF THE REPAIRS WILL BE IDENTIFIED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR PRIOR TO, AND OVER THE COURSE OF, THE PROJECT AND WILL NOT BE SHOWN ON THE PLANS. NORTH EXISTING TREES PROPOSED ASPHALT PATCH OR OVERLAY EXISTING ROW EXISTING EASEMENT LINE EXISTING CURB & GUTTER PROPOSED DETENTION PLANTER PROPOSED 2.5-FOOT VERTICAL CURB & GUTTER SECTION PROPOSED CONCRETE EXISTING CONCRETE PROPOSED SITE LIGHTING PROPOSED SIGN PROPOSED ROW PROPOSED LANDSCAPE BED/PLANTER PROPOSED EASEMENT PROPOSED ENHANCED PAVING PEDESTRIAN ACCESS RAMP No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 02.29.12 PROJECT: 670-001 Sheet Of 19 Sheets THE DISTRICT AT CAMPUS WEST T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 02/29/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� KEYMAP NTS WEST PLUM ST. CITY PARK AVE. BLUEBELL ST. ASTER ST. C200 C201 MATCHLINE-SEE SHEET C201 X X � � �.�. �.�. �.�. X � � � �.�. X X X TELE X X X X X �.�. � OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE X X X X X X X X X X X X X X � � � � � X � X X X X X X X X X X � � �.�. � � � �.�. � VAULT ELEC WV � � � X � WV WV WV VAULT ELEC WV � � � �� X � � � VAULT CABLE VAULT ELEC VAULT ELEC � � � � VAULT ELEC � � � 6" SS 6" SS 6" SS 6" SS 6" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS X X WV ELEC TELE ELEC ELEC CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR ST ST ST ST ST ST X X X � � � WW WW WW WW WW WW � 8" SS 8" SS WV CTV VAULT F.O. CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G CTV CTV 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 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 6" W 6" W 6" W 6" W 6" W W W 6" W 6" W 6" W 6" W 6" W W W 6" W 6" W 6" W 6" W 6" W W W FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T T T T T T T T T T T T T T T T T T T T ST ST 4" SS 4" SS 4" SS 4" SS 4" SS 4" SS 4" SS 4" SS 4" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS 6" SS W W W W W W W 4" SS W W W W W W W ST X � � � WEST PLUM STREET (ROW VARIES) WEST PLUM STREET ASTER STREET (50' ROW) BLUEBELL STREET (50' ROW) COLUMBINE STREET (50' ROW) (1201) (1205) (809) (813) (1209) TOWN SQUARE CONDOMINIUMS (1209) TOWN SQUARE CONDOMINIUMS (1113) CAMBRIDGE HOUSE LOFTS (733) TAU OF GAMMA PHI BETA SORORITY INC. (728) TAU OF GAMMA PHI BETA SORORITY INC. H I J K L M N O P (700) SUNSTONE CONDOMINIUMS (1225) ZETA TAU ALPHA FRATERNITY SCOTT AVENUE (25' ROW) (729) KAPPA KAPPA GAMMA FRATERNITY 25' UTILITY EASEMENT TAGNUMBER 50' EXIST. ROW 50' EXIST. ROW 66' EXIST. ROW 50' EXIST. ROW 40' EXIST. ROW 12' UTILITY EASEMENT TO BE VACATED (SEE PLAT) TAGNUMBER 8 7 9 10 11 12 14 16 15 13 1 STORY WOOD 1 STORY WOOD 1 STORY WOOD 1 STORY WOOD w/ BSMT 1 STORY WOOD GARAGE 1 STORY WOOD w/ BSMT 1 STORY WOOD 1 STORY WOOD w/ BSMT 1 STORY WOOD w/ BSMT 1 STORY WOOD GARAGE 1 STORY WOOD w/ BSMT 1 STORY WOOD w/ BSMT (737) (738) (736) (735) (733) (734) (732) (731) (729) (725) No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 02.29.12 PROJECT: 670-001 Sheet Of 19 Sheets THE DISTRICT AT CAMPUS WEST T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 02/29/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� C103 UTILITY DEMOLITION PLAN EXISTING CONDITIONS & N.A. K. Brazelton 1"=30' ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 NORTH KEYMAP NTS WEST PLUM ST. CITY PARK AVE. BLUEBELL ST. ASTER ST. C102 C103 MATCHLINE-SEE SHEET C102 FIELD SURVEY BY: TERRACON CONSULTANTS, INC. {TERRACON CONSULTANTS, INC. "GEOTECHNICAL SUBSURFACE EXPLORATION THE DISTRICT AT CSU EAST OF WEST PLUM STREET AND CITY PARK AVENUE" TERRACON PROJECT NO. 20115026 DATE: NOVEMBER 2, 2011} {1.SHEETS C102 AND C103 INCLUDE ABOVE GROUND AND BELOW GROUND UTILITY DEMOLITION ITEMS AND EXCLUDE ALL ABOVE GROUND SURFACE DEMOLITION ITEMS. REFER TO SHEETS C100 AND C1031 FOR ALL ABOVE GROUND SURFACE DEMOLITION ITEMS. }2.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. {4.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249. 5.CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR RELOCATION ITEMS WITH THE APPROPRIATE UTILITY PROVIDER PRIOR TO BEGINNING ANY ONSITE DEMOLITION. 6.THE REMOVAL OF UTILITY MAINS AND/OR SERVICES FOR GAS, WATER, AND SANITARY SEWER SHALL BE REMOVED ENTIRELY TO THE ORIGINATING UTILITY MAIN PER CURRENT STANDARDS AND/OR REQUIREMENTS OF THE APPROPRIATE UTILITY COMPANY. }7.CENTURYLINK AND XFINITY FACILITIES RUNNING EAST-WEST BETWEEN THE EXISTING LOTS REQUIRE RELOCATION PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION ACTIVITIES ADJACENT TO SAID FACILITIES. CONTRACTOR SHALL COORDINATE WITH BOTH UTILITY COMPANIES AND PAUL GREGG OF UTICOR PRIOR TO BEGINNING DEMOLITION ACTIVITIES. 8.DOMESTIC WATER SERVICES FROM THE METER PIT OR CURB STOP WERE NOT LOCATED OR SHOWN ON THIS DRAWING. CONTRACTOR SHALL REMOVE THE ENTIRETY OF THE WATER SERVICES FROM THE ORIGINATING MAIN TO THE EXISTING BUILDING. 9.UTILITY METERS SHOWN ON THIS DRAWING TO BE REMOVED ARE SHOWN PER THE TOPOGRAPHIC SURVEY PERFORMED FOR THE PROJECT AND ONLY INCLUDE THOSE METERS THAT WERE CLEARLY VISIBLE OR ACCESSIBLE AT THE TIME OF THE SURVEY. CONTRACTOR SHALL NOTE THAT ADDITIONAL EXISTING METERS MAY BE PRESENT FROM THOSE SHOWN AND SHALL ACCOUNT FOR AND REMOVE ALL EXISTING METERS. 10.ELECTRIC SERVICES TO EXISTING BUILDINGS TO BE REMOVED ARE SHOWN PER INFORMATION AVAILABLE. CONTRACTOR SHALL NOTE THAT ADDITIONAL UNDERGROUND ELECTRIC SERVICES AND CONDUITS MAY BE PRESENT ON SITE. ALL EXISTING ELECTRIC SERVICE LINES TO BUILDINGS TO BE REMOVED SHALL ALSO BE REMOVED. ALL ELECTRIC REMOVALS OR RELOCATIONS SHALL BE COORDINATED WITH THE CITY OF FORT COLLINS UTILITIES DEPARTMENT PRIOR TO BEGINNING ANY UTILITY DEMOLITIONS. 11.REFER TO AND COORDINATE WITH THE SITE ELECTRICAL PLANS FOR ALL RELOCATED SITE OR STREET LIGHTING. ALL STREET LIGHT RELOCATIONS SHALL BE COORDINATED WITH THE CITY OF FORT COLLINS UTILITIES DEPARTMENT PRIOR TO BEGINNING ANY UTILITY DEMOLITIONS. 12.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY.{ }13.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.{ 14.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, ADJACENT FENCING, PARKING AREAS AND ABOVE GROUND OR ORIGINAL FIELD SURVEY: NORTHERN ENGINEERING SERVICES DATE: November 21, 2008 ADDITIONAL FIELD SURVEY: NORTHERN ENGINEERING SERVICES DATE: December 2, 2008 ADDITIONAL FIELD SURVEY: CITY OF FORT COLLINS KING SURVEYORS DATE: February 2009 ADDITIONAL FIELD SURVEY: NORTHERN ENGINEERING SERVICES DATE: August 2011 City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R EXISTING CLEANOUT EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES EXISTING WATER CURB STOP EXISTING ELECTRIC BOX EXISTING IRRIGATION MANHOLE EXISTING TELEPHONE BOX EXISTING LIGHT POLE EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT ELEC WVAULT H Y D TELE CONTROL IRR H2O ELEC W S O C.O. E C S EXISTING OVERHEAD UTILITY G LEGEND: EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING CABLE TV EXISTING FIBER OPTIC EXISTING UNDERGROUND ELECTRIC EXISTING 8" SANITARY SEWER EXISTING 3/4" WATER SERVICE EXISTING 20" WATER EXISTING 6" WATER EXISTING FENCE EXISTING 6" SANITARY SEWER EXISTING 2" WATER EXISTING ROW EXISTING SANITARY SEWER SERVICE NOTES: SUBSURFACE EXPLORATION BY: EXISTING PROPERTY LINE Address SEWER WATER No. Size No. Size 740 CITY PARK A 4" 1 3/4" 744 CITY PARK B 4" 2 3/4" 1312 W. PLUM C 4" 3 3/4" 739 DAISY D 4" 4 3/4" 740 DAISY E 4" 5 3/4" 744 DAISY F 4" 6 3/4" 737 COLUMBINE G 4" 7 3/4" 738 COLUMBINE H 4" 8 3/4" 736 COLUMBINE I 4" 9 3/4" 735 COLUMBINE J 4" 10 3/4" 733 BLUEBELL K 4" 11 3/4" 734 BLUEBELL L 4" 12 3/4" 732 BLUEBELL M 4" 13 3/4" 731 BLUEBELL N 4" 14 3/4" 725 ASTER O 4" 15 3/4" 729 ASTER P 4" 16 3/4" X X SCHEDULE OF EXISTING SERVICES TO BE REMOVED AND/OR ABANDONED: A.EXISTING WATER AND SEWER SERVICE INFORMATION PROVIDED BY THE CITY OF FORT COLLINS. B.ALL EXISTING WATER SERVICES NOT KEPT FOR IRRIGATION USE SHALL BE REMOVED TO THE ORIGINATING. ALL SANITARY SEWER SERVICES TO BE REMOVED SHALL BE REMOVED AND PLUGGED AT OR NEAR THE ORIGINATING SANITARY MAIN. C.REFER TO CITY CONSTRUCTION STANDARDS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION REGARDING THE ABANDONMENT AND/OR REMOVAL OF EXISTING SERVICES. KEY: REMOVE EXISTING MANHOLE, GREASE TRAP OR INLET 1 PLUG EXISTING NORTH PIPE INLET TO MANHOLE 2 REMOVE EXISTING METER (SEE NOTE 9) 3 EXISTING TELECOM TO BE RELOCATED (SEE NOTE 7) 4 REMOVE EXISTING FIRE HYDRANT 5 RELOCATE EXISTING FIRE HYDRANT (SEE UTILITY PLAN) 6 REMOVE AND/OR RELOCATE EXISITNG SITE AND/OR STREET LIGHTING (SEE NOTE 11) EXISTING STORM SEWER TO BE RECONSTRUCTED (SEE UTILITY AND STORM SEWER PLANS) 8 REMOVE EXISTING SANITARY SEWER REMOVE EXISTING GAS LINE REMOVE EXISTING STORM SEWER REMOVE EXISTING WATER REMOVE EXISTING TELEPHONE REMOVE EXISTING STRUCTURE (SEE SHEETS C100-C101) REMOVE EXISTING UNDERGROUND ELECTRIC � CTV CTV CTV CTV CTV CTV CTV � � X E E X X X CTV CTV X X X X ELEC X VAULT ELEC � � � � � WV � � � � X X X X X VAULT ELEC � � � X X � � � X X WW WW WW � � � WW WW WW � WW WW WW WW WW WW WW WW � WW � WW WW WW WW WW � 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 6" SS 6" SS 6" SS WW WW WW WW WW WW WW WW � � CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G CTV CTV CTV E E E E E E E E E E E E E E E E E E E E E E E E 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W W W W FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T T T T T T T T T T T T T T T T T T T 4" SS 4" SS 4" SS 4" SS 4" SS 4" SS 4" SS 4" SS 4" SS X X X X X X X X X X � � � � � � � � � �� OHE CITY PARK AVENUE (50' ROW) WEST PLUM STREET (ROW VARIES) COLUMBINE STREET (50' ROW) (1205) (1209) TOWN SQUARE CONDOMINIUMS (1209) TOWN SQUARE CONDOMINIUMS (1303) KIEL FAMILY LIMITED PARTNERSHIP (1307) DERNBERG, ANN R. (1311) TAN, SHIRLEE (1315) PANDO, MATTHEW PAUL (1319) PANDO, MATTHEW PAUL (1323) PANDO, MATTHEW PAUL (700) SUNSTONE CONDOMINIUMS B A C D E F G H I J DAISY STREET (50' ROW) 50' EXIST. ROW TO BE VACATED TAGNUMBER 40' EXIST. ROW 50' EXIST. ROW 50' EXIST. ROW 50' EXIST. ROW 66' EXIST. ROW 12' UTILITY EASEMENT TO BE VACATED (SEE PLAT) 1 2 4 3 5 6 8 7 9 1 STORY WOOD w/ BSMT 1 STORY WOOD w/ BSMT 1 STORY WOOD w/ BSMT 1 STORY WOOD w/ BSMT 1 STORY WOOD 1 STORY WOOD 1 STORY WOOD w/ BSMT WOOD GARAGE 1 STORY BRICK w/ BSMT 1 STORY WOOD & STONE w/ BSMT 1 STORY BRICK & WOOD (740) (744) (1312) (739) (740) (744) (737) (738) (736) (735) No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 02.29.12 PROJECT: 670-001 Sheet Of 19 Sheets THE DISTRICT AT CAMPUS WEST T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 02/29/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� C102 UTILITY DEMOLITION PLAN EXISTING CONDITIONS & N.A. K. Brazelton 1"=30' ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 NORTH KEYMAP NTS WEST PLUM ST. CITY PARK AVE. BLUEBELL ST. ASTER ST. C102 C103 MATCHLINE-SEE SHEET C103 FIELD SURVEY BY: TERRACON CONSULTANTS, INC. {TERRACON CONSULTANTS, INC. "GEOTECHNICAL SUBSURFACE EXPLORATION THE DISTRICT AT CSU EAST OF WEST PLUM STREET AND CITY PARK AVENUE" TERRACON PROJECT NO. 20115026 DATE: NOVEMBER 2, 2011} {1.SHEETS C102 AND C103 INCLUDE ABOVE GROUND AND BELOW GROUND UTILITY DEMOLITION ITEMS AND EXCLUDE ALL ABOVE GROUND SURFACE DEMOLITION ITEMS. REFER TO SHEETS C100 AND C1031 FOR ALL ABOVE GROUND SURFACE DEMOLITION ITEMS. }2.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. {4.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249. 5.CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR RELOCATION ITEMS WITH THE APPROPRIATE UTILITY PROVIDER PRIOR TO BEGINNING ANY ONSITE DEMOLITION. 6.THE REMOVAL OF UTILITY MAINS AND/OR SERVICES FOR GAS, WATER, AND SANITARY SEWER SHALL BE REMOVED ENTIRELY TO THE ORIGINATING UTILITY MAIN PER CURRENT STANDARDS AND/OR REQUIREMENTS OF THE APPROPRIATE UTILITY COMPANY. }7.CENTURYLINK AND XFINITY FACILITIES RUNNING EAST-WEST BETWEEN THE EXISTING LOTS REQUIRE RELOCATION PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION ACTIVITIES ADJACENT TO SAID FACILITIES. CONTRACTOR SHALL COORDINATE WITH BOTH UTILITY COMPANIES AND PAUL GREGG OF UTICOR PRIOR TO BEGINNING DEMOLITION ACTIVITIES. 8.DOMESTIC WATER SERVICES FROM THE METER PIT OR CURB STOP WERE NOT LOCATED OR SHOWN ON THIS DRAWING. CONTRACTOR SHALL REMOVE THE ENTIRETY OF THE WATER SERVICES FROM THE ORIGINATING MAIN TO THE EXISTING BUILDING. 9.UTILITY METERS SHOWN ON THIS DRAWING TO BE REMOVED ARE SHOWN PER THE TOPOGRAPHIC SURVEY PERFORMED FOR THE PROJECT AND ONLY INCLUDE THOSE METERS THAT WERE CLEARLY VISIBLE OR ACCESSIBLE AT THE TIME OF THE SURVEY. CONTRACTOR SHALL NOTE THAT ADDITIONAL EXISTING METERS MAY BE PRESENT FROM THOSE SHOWN AND SHALL ACCOUNT FOR AND REMOVE ALL EXISTING METERS. 10.ELECTRIC SERVICES TO EXISTING BUILDINGS TO BE REMOVED ARE SHOWN PER INFORMATION AVAILABLE. CONTRACTOR SHALL NOTE THAT ADDITIONAL UNDERGROUND ELECTRIC SERVICES AND CONDUITS MAY BE PRESENT ON SITE. ALL EXISTING ELECTRIC SERVICE LINES TO BUILDINGS TO BE REMOVED SHALL ALSO BE REMOVED. ALL ELECTRIC REMOVALS OR RELOCATIONS SHALL BE COORDINATED WITH THE CITY OF FORT COLLINS UTILITIES DEPARTMENT PRIOR TO BEGINNING ANY UTILITY DEMOLITIONS. 11.REFER TO AND COORDINATE WITH THE SITE ELECTRICAL PLANS FOR ALL RELOCATED SITE OR STREET LIGHTING. ALL STREET LIGHT RELOCATIONS SHALL BE COORDINATED WITH THE CITY OF FORT COLLINS UTILITIES DEPARTMENT PRIOR TO BEGINNING ANY UTILITY DEMOLITIONS. 12.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY.{ }13.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.{ 14.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, ADJACENT FENCING, PARKING AREAS AND ABOVE GROUND OR ORIGINAL FIELD SURVEY: NORTHERN ENGINEERING SERVICES DATE: November 21, 2008 ADDITIONAL FIELD SURVEY: NORTHERN ENGINEERING SERVICES DATE: December 2, 2008 ADDITIONAL FIELD SURVEY: CITY OF FORT COLLINS KING SURVEYORS DATE: February 2009 ADDITIONAL FIELD SURVEY: NORTHERN ENGINEERING SERVICES DATE: August 2011 City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R EXISTING CLEANOUT EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES EXISTING WATER CURB STOP EXISTING ELECTRIC BOX EXISTING IRRIGATION MANHOLE EXISTING TELEPHONE BOX EXISTING LIGHT POLE EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT ELEC WVAULT H Y D TELE CONTROL IRR H2O ELEC W S O C.O. E C S EXISTING OVERHEAD UTILITY G LEGEND: EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING CABLE TV EXISTING FIBER OPTIC EXISTING UNDERGROUND ELECTRIC EXISTING 8" SANITARY SEWER EXISTING 3/4" WATER SERVICE EXISTING 20" WATER EXISTING 6" WATER EXISTING FENCE EXISTING 6" SANITARY SEWER EXISTING 2" WATER EXISTING ROW EXISTING SANITARY SEWER SERVICE NOTES: SUBSURFACE EXPLORATION BY: EXISTING PROPERTY LINE Address SEWER WATER No. Size No. Size 740 CITY PARK A 4" 1 3/4" 744 CITY PARK B 4" 2 3/4" 1312 W. PLUM C 4" 3 3/4" 739 DAISY D 4" 4 3/4" 740 DAISY E 4" 5 3/4" 744 DAISY F 4" 6 3/4" 737 COLUMBINE G 4" 7 3/4" 738 COLUMBINE H 4" 8 3/4" 736 COLUMBINE I 4" 9 3/4" 735 COLUMBINE J 4" 10 3/4" 733 BLUEBELL K 4" 11 3/4" 734 BLUEBELL L 4" 12 3/4" 732 BLUEBELL M 4" 13 3/4" 731 BLUEBELL N 4" 14 3/4" 725 ASTER O 4" 15 3/4" 729 ASTER P 4" 16 3/4" X X SCHEDULE OF EXISTING SERVICES TO BE REMOVED AND/OR ABANDONED: A.EXISTING WATER AND SEWER SERVICE INFORMATION PROVIDED BY THE CITY OF FORT COLLINS. B.ALL EXISTING WATER SERVICES NOT KEPT FOR IRRIGATION USE SHALL BE REMOVED TO THE ORIGINATING. ALL SANITARY SEWER SERVICES TO BE REMOVED SHALL BE REMOVED AND PLUGGED AT OR NEAR THE ORIGINATING SANITARY MAIN. C.REFER TO CITY CONSTRUCTION STANDARDS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION REGARDING THE ABANDONMENT AND/OR REMOVAL OF EXISTING SERVICES. KEY: REMOVE EXISTING MANHOLE, GREASE TRAP OR INLET 1 PLUG EXISTING NORTH PIPE INLET TO MANHOLE 2 REMOVE EXISTING METER (SEE NOTE 9) 3 EXISTING TELECOM TO BE RELOCATED (SEE NOTE 7) 4 REMOVE EXISTING FIRE HYDRANT 5 RELOCATE EXISTING FIRE HYDRANT (SEE UTILITY PLAN) 6 REMOVE AND/OR RELOCATE EXISITNG SITE AND/OR STREET LIGHTING (SEE NOTE 11) EXISTING STORM SEWER TO BE RECONSTRUCTED (SEE UTILITY AND STORM SEWER PLANS) 8 REMOVE EXISTING SANITARY SEWER REMOVE EXISTING GAS LINE REMOVE EXISTING STORM SEWER REMOVE EXISTING WATER REMOVE EXISTING TELEPHONE REMOVE EXISTING STRUCTURE (SEE SHEETS C100-C101) REMOVE EXISTING UNDERGROUND ELECTRIC TOWN SQUARE CONDOMINIUMS (1209) TOWN SQUARE CONDOMINIUMS (1113) CAMBRIDGE HOUSE LOFTS (733) TAU OF GAMMA PHI BETA SORORITY INC. (728) TAU OF GAMMA PHI BETA SORORITY INC. 25' UTILITY EASEMENT (700) SUNSTONE CONDOMINIUMS (1225) ZETA TAU ALPHA FRATERNITY SCOTT AVENUE (25' ROW) (729) KAPPA KAPPA GAMMA FRATERNITY 1 STORY WOOD 1 STORY WOOD 1 STORY WOOD 1 STORY WOOD w/ BSMT 1 STORY WOOD GARAGE 1 STORY WOOD w/ BSMT 1 STORY WOOD 1 STORY WOOD w/ BSMT 1 STORY WOOD w/ BSMT 1 STORY WOOD GARAGE 1 STORY WOOD w/ BSMT 1 STORY WOOD w/ BSMT (737) (738) (736) (735) (733) (734) (732) (731) (729) (725) BLUEBELL STREET (50' ROW) COLUMBINE STREET (50' ROW) 50' EXIST. ROW 66' EXIST. ROW 50' EXIST. ROW 40' EXIST. ROW 12' UTILITY EASEMENT 50' EXIST. ROW TO BE VACATED TAGNUMBER TAGNUMBER TAGNUMBER TAGNUMBER TAGNUMBER TAGNUMBER WEST PLUM STREET (ROW VARIES) No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 02.29.12 PROJECT: 670-001 Sheet Of 19 Sheets THE DISTRICT AT CAMPUS WEST T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 02/29/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� C101 SURFACE DEMOLITION PLAN EXISTING CONDITIONS & N.A. K. Brazelton 1"=30' ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 NORTH KEYMAP NTS WEST PLUM ST. CITY PARK AVE. BLUEBELL ST. ASTER ST. C100 C101 MATCHLINE-SEE SHEET C100 FIELD SURVEY BY: TERRACON CONSULTANTS, INC. {TERRACON CONSULTANTS, INC. "GEOTECHNICAL SUBSURFACE EXPLORATION THE DISTRICT AT CSU EAST OF WEST PLUM STREET AND CITY PARK AVENUE" TERRACON PROJECT NO. 20115026 DATE: NOVEMBER 2, 2011} {1.SHEETS C100 AND C101 INCLUDE ABOVE GROUND SURFACE DEMOLITION ITEMS EXCLUDING ALL ABOVE GROUND AND BELOW GROUND UTILITIES. REFER TO SHEETS C102 AND C103 FOR ALL UTILITY DEMOLITION ITEMS. }2.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. {4.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REMOVALS ASSOCIATED WITH ALL EXISTING BUILDINGS INCLUDING, BUT NOT LIMITED TO, BUILDING INTERIORS, BUILDING EXTERIORS, AWNINGS, OVERHANGS, FOUNDATIONS, ALL EQUIPMENT AND UTILITIES ATTACHED TO STRUCTURES, ETC. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL RECOMMENDATIONS FOR ALL BACKFILL REQUIREMENTS. 6.VEGETATION WITHIN THE LIMITS OF DISTURBANCE SHALL BE STRIPPED AND REMOVED PER PROJECT SPECIFICATIONS. 7.REFER TO LANDSCAPE PLANS BY RIPLEY DESIGN FOR TREE PROTECTION NOTES, PROCEDURES, AND MITIGATION REQUIREMENTS. } 8.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY.{ }9.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.{ 10.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. COORDINATE STREET CUTS WITH UTILITY DEMOLITION ITEMS AS SHOWN ON SHEETS C102-C103. 11.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, ADJACENT FENCING, PARKING AREAS AND ABOVE GROUND OR UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION FOR THIS PROJECT. 12.CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT.} ORIGINAL FIELD SURVEY: NORTHERN ENGINEERING SERVICES DATE: November 21, 2008 ADDITIONAL FIELD SURVEY: NORTHERN ENGINEERING SERVICES DATE: December 2, 2008 ADDITIONAL FIELD SURVEY: CITY OF FORT COLLINS KING SURVEYORS DATE: February 2009 ADDITIONAL FIELD SURVEY: NORTHERN ENGINEERING SERVICES DATE: August 2011 City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R EXISTING TREES TO REMAIN LEGEND: EXISTING FENCE EXISTING ROW NOTES: SUBSURFACE EXPLORATION BY: EXISTING PROPERTY LINE REMOVE EXISTING CONCRETE PAVEMENT OR SIDEWALK REMOVE EXISTING CURB REMOVE EXISTING ASPHALT PAVEMENT SAWCUT LINE REMOVE EXISTING GRAVEL DRIVE REMOVE EXISTING FENCE REMOVE EXISTING STRUCTURE (SEE NOTE 5) REMOVE EXISTING TREES REMOVE EXISTING WALL KEY: REMOVE EXISTING BUILDING (TYP) (SEE NOTE 5) 1 REMOVE EXISTING ASPHALT PAVEMENT (TYP) 2 REMOVE EXISTING CONCRETE PAVEMENT OR SIDEWALK (TYP) 3 REMOVE EXISTING CONCRETE CURB AND GUTTER (TYP) 4 REMOVE EXISTING CONCRETE PAN (TYP) 5 REMOVE EXISTING TREE (TYP) (SEE NOTE 7) 6 REMOVE EXISTING FENCE (TYP) 8 SALVAGE EXISTING SIGN 9 REMOVE EXISTING WALL (TYP) REMOVE EXISTING MAILBOX 10 11 REMOVE GRAVEL (TYP) WOOD SHED METAL SHED CITY PARK AVENUE (50' ROW) WEST PLUM STREET (ROW VARIES) WOOD SHED (1205) (1209) TOWN SQUARE CONDOMINIUMS (1209) TOWN SQUARE CONDOMINIUMS (1303) KIEL FAMILY LIMITED PARTNERSHIP (1307) DERNBERG, ANN R. (1311) TAN, SHIRLEE (1315) PANDO, MATTHEW PAUL (1319) PANDO, MATTHEW PAUL (1323) PANDO, MATTHEW PAUL (700) SUNSTONE CONDOMINIUMS 1 STORY WOOD w/ BSMT 1 STORY WOOD w/ BSMT 1 STORY WOOD w/ BSMT 1 STORY WOOD w/ BSMT 1 STORY WOOD 1 STORY WOOD 1 STORY WOOD w/ BSMT WOOD GARAGE 1 STORY BRICK w/ BSMT 1 STORY WOOD & STONE w/ BSMT 1 STORY BRICK & WOOD (740) (744) (1312) (739) (740) (744) (737) (738) (736) (735) 50' EXIST. ROW TO BE VACATED COLUMBINE STREET (50' ROW) 40' EXIST. ROW 50' EXIST. ROW 50' EXIST. ROW 66' EXIST. ROW 12' UTILITY EASEMENT 50' EXIST. ROW TO BE VACATED TAGNUMBER TAGNUMBER TAGNUMBER TAGNUMBER TAGNUMBER TAGNUMBER TAGNUMBER DAISY STREET (50' ROW) No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 02.29.12 PROJECT: 670-001 Sheet Of 19 Sheets THE DISTRICT AT CAMPUS WEST T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 02/29/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� C100 SURFACE DEMOLITION PLAN EXISTING CONDITIONS & N.A. K. Brazelton 1"=30' ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 NORTH KEYMAP NTS WEST PLUM ST. CITY PARK AVE. BLUEBELL ST. ASTER ST. C100 C101 MATCHLINE-SEE SHEET C101 FIELD SURVEY BY: TERRACON CONSULTANTS, INC. {TERRACON CONSULTANTS, INC. "GEOTECHNICAL SUBSURFACE EXPLORATION THE DISTRICT AT CSU EAST OF WEST PLUM STREET AND CITY PARK AVENUE" TERRACON PROJECT NO. 20115026 DATE: NOVEMBER 2, 2011} {1.SHEETS C100 AND C101 INCLUDE ABOVE GROUND SURFACE DEMOLITION ITEMS EXCLUDING ALL ABOVE GROUND AND BELOW GROUND UTILITIES. REFER TO SHEETS C102 AND C103 FOR ALL UTILITY DEMOLITION ITEMS. }2.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. {4.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REMOVALS ASSOCIATED WITH ALL EXISTING BUILDINGS INCLUDING, BUT NOT LIMITED TO, BUILDING INTERIORS, BUILDING EXTERIORS, AWNINGS, OVERHANGS, FOUNDATIONS, ALL EQUIPMENT AND UTILITIES ATTACHED TO STRUCTURES, ETC. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL RECOMMENDATIONS FOR ALL BACKFILL REQUIREMENTS. 6.VEGETATION WITHIN THE LIMITS OF DISTURBANCE SHALL BE STRIPPED AND REMOVED PER PROJECT SPECIFICATIONS. 7.REFER TO LANDSCAPE PLANS BY RIPLEY DESIGN FOR TREE PROTECTION NOTES, PROCEDURES, AND MITIGATION REQUIREMENTS. } 8.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY.{ }9.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.{ 10.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. COORDINATE STREET CUTS WITH UTILITY DEMOLITION ITEMS AS SHOWN ON SHEETS C102-C103. 11.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, ADJACENT FENCING, PARKING AREAS AND ABOVE GROUND OR UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION FOR THIS PROJECT. 12.CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT.} ORIGINAL FIELD SURVEY: NORTHERN ENGINEERING SERVICES DATE: November 21, 2008 ADDITIONAL FIELD SURVEY: NORTHERN ENGINEERING SERVICES DATE: December 2, 2008 ADDITIONAL FIELD SURVEY: CITY OF FORT COLLINS KING SURVEYORS DATE: February 2009 ADDITIONAL FIELD SURVEY: NORTHERN ENGINEERING SERVICES DATE: August 2011 City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R EXISTING TREES TO REMAIN LEGEND: EXISTING FENCE EXISTING ROW NOTES: SUBSURFACE EXPLORATION BY: EXISTING PROPERTY LINE REMOVE EXISTING CONCRETE PAVEMENT OR SIDEWALK REMOVE EXISTING CURB REMOVE EXISTING ASPHALT PAVEMENT SAWCUT LINE REMOVE EXISTING GRAVEL DRIVE REMOVE EXISTING FENCE REMOVE EXISTING STRUCTURE (SEE NOTE 5) REMOVE EXISTING TREES REMOVE EXISTING WALL KEY: REMOVE EXISTING BUILDING (TYP) (SEE NOTE 5) 1 REMOVE EXISTING ASPHALT PAVEMENT (TYP) 2 REMOVE EXISTING CONCRETE PAVEMENT OR SIDEWALK (TYP) 3 REMOVE EXISTING CONCRETE CURB AND GUTTER (TYP) 4 REMOVE EXISTING CONCRETE PAN (TYP) 5 REMOVE EXISTING TREE (TYP) (SEE NOTE 7) 6 REMOVE EXISTING FENCE (TYP) 8 SALVAGE EXISTING SIGN 9 REMOVE EXISTING WALL (TYP) REMOVE EXISTING MAILBOX 10 11 REMOVE GRAVEL (TYP) BLOCK 2 50' EXIST. ROW 50' EXIST. ROW 66' EXIST. ROW 40' EXIST. ROW L3 137.00' L4 L5 L11 L12 100.26' 255.00'' L14 L13 L16 L15 L1 L2 ACCESS EASEMENT (HATCHED AREA) 10' UTILITY EASEMENT ACCESS EASEMENT (HATCHED AREA) N89�11'55"W 218.79' N89�04'06"W 50.00' N89�15'49"W 200.13' N89�11'00"W 50.00' N00�41'38"E FND #4 REBAR w/PLASTIC CAP LS 14823 FND #4 REBAR w/PLASTIC CAP LS 14823 FND NAIL & SHINER FND #4 REBAR NO CAP N88�59'32"W 715.83' PRIVATE DRAINAGE EASEMENT PRIVATE DRAINAGE EASEMENT (SHADED AREA) PRIVATE DRAINAGE EASEMENT (SHADED AREA) PRIVATE DRAINAGE EASEMENT (SHADED AREA) FND NAIL & SHINER FND #4 REBAR NO CAP PRIVATE DRAINAGE EASEMENT (SHADED AREA) PRIVATE DRAINAGE EASEMENT (SHADED AREA) 29.00' ACCESS EASEMENT (HATCHED AREA) L6 L7 L8 L9 L10 L17 L18 L19 L20 L21 C1 L22 924.24' N00�30'00"E 2647.78' EAST LINE OF THE NORTHEAST QUARTER SECTION 15, T7N, R69W (BASIS OF BEARING) EAST QUARTER CORNER SECTION 15-T7N-569W FND 3" ALUMINUM CAP IN MONUMENT BOX LS 27609, 2003 NORTHEAST CORNER SECTION 15-T7N-569W FND BRASS HEXAGON CAP, ILLEGIBLE LINE TABLE LINE LENGTH BEARING L1 6.50 N00�41'38"E L2 25.94 N88�59'32"W L3 16.62 N00�41'38"E L4 16.62 N01�00'28"E L5 25.85 S88�59'32"E L6 99.99 N01�00'20"E L7 1.67 N89�01'49"W L8 57.60 N00�49'00"E L9 5.00 S89�11'00"E L10 39.49 S00�49'00"W L11 18.87 S45�00'00"E L12 13.45 S88�59'32"E L13 7.01 N01�00'28"E L14 10.00 S88�59'32"E L15 7.01 S01�00'28"W L16 10.00 S88�59'32"E L17 6.71 S88�59'40"E L18 42.08 S01�00'20"W L19 23.02 S88�59'40"E L20 30.50 S01�00'28"W L21 1.00 N88�59'32"W L22 42.54 S01�00'28"W CURVE LENGTH RADIUS DELTA CHORD LENGTH CHORD BEARING C1 4.71' 3.00 90�03'47" 4.24' S45�58'35"W CURVE TABLE PLAT OF THE DISTRICT AT CAMPUS WEST TRACTS OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO 3 SECTION 15, T 7 N, R 69 W CITY OF FORT COLLINS, COLORADO D. Anderson L. Smith 1"=40' 15 69 W of the 6th PM REVIEWED BY: G. Gilliland CLIENT: DRAWN BY: SCALE: DATE: 2/29/12 PROJECT: 670-001 Sheet Of 3 Sheets THE DISTRICT AT CAMPUS WEST THE DISTRICT AT CAMPUS WEST THE DISTRICT AT CAMPUS WEST NOTICE: According to Colorado law you must commence any legal action based upon any defect in this survey within three years after you discover such defect. In no event may any action based upon any defect in this survey be commenced more than ten years after the date of the certificate shown RANGE: hereon. TOWNSHIP: SECTION: 200 S�� C�� A��, S�� 10 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� NORTH (US SURVEY FEET) LEGEND PLATTED BOUNDARY LINE EASEMENT LINE LOT LINE EXISTING RIGHT-OF-WAY SECTION CORNER FOUND CORNER AS DESCRIBED RIGHT-OF-WAY SECTION LINE SET #4 REBAR WITH PLASTIC CAP, LS 14823 40 40 40 80 120 ( IN FEET ) 1 inch = ft. 0 Feet SET NAIL & SHINER, LS 14823 VACATED BY THIS PLAT EXISTING LOT LINE TO BE VACATED BY THIS PLAT EXISTING LOT LINE TO BE VACATED BY THIS PLAT EXISTING LOT LINE TO BE VACATED BY THIS PLAT EXISTING LOT LINE TO BE VACATED BY THIS PLAT EXISTING UTILITY EASEMENT TO BE VACATED BY THIS PLAT EXISTING UTILITY EASEMENT TO BE VACATED BY THIS PLAT EXISTING UTILITY EASEMENT TO BE VACATED BY THIS PLAT FND #4 REBAR NO CAP FND #4 REBAR NO CAP FND #4 REBAR NO CAP FND #4 REBAR NO CAP FND #4 REBAR NO CAP FND #4 REBAR w/PLASTIC CAP LS 25372 "RJL" (NOT ACCEPTED) FND #4 REBAR w/PLASTIC CAP LS 25372 "RJL" (NOT ACCEPTED) FND #4 REBAR w/PLASTIC CAP LS 25372 "RJL" FND #4 REBAR w/PLASTIC CAP ILLEGIBLE (NOT ACCEPTED) FND #4 REBAR w/PLASTIC CAP LS 25372 "RJL" (NOT ACCEPTED) FND #4 REBAR NO CAP FND #4 REBAR NO CAP FND #3 REBAR NO CAP (NOT ACCEPTED) FND #4 REBAR w/PLASTIC CAP LS 14823 FND #4 REBAR NO CAP FND #4 REBAR NO CAP FND #4 REBAR NO CAP N89�11'55"W 218.79' N89�04'06"W 50.00' N89�15'49"W 200.13' N89�11'00"W 120.40' 99.77' 50.00' 99.47' 100.45' 50.00' 99.95' 99.95' 50.00' 119.34' 99.45' 50.00' 100.67' 99.46' 50.00' 100.19' 100.19' N00�41'38"E S00�55'55"W 164.64' S00�55'55"W 164.54' N00�51'26"E 164.46' 99.95' 99.96' 100.20' 100.21' FND #4 REBAR w/PLASTIC CAP LS 14823 FND #4 REBAR w/PLASTIC CAP LS 14823 FND #4 REBAR w/PLASTIC CAP LS 14823 FND NAIL & SHINER FND #4 REBAR NO CAP N00�51'26"E 164.36' FND NAIL & SHINER FND NAIL & SHINER 9715104002 9715104014 9715104006 9715104015 9715104007 9715104016 9715104008 9715104017 9715104009 9715104010 9715104018 9715104019 9715104011 9715104012 9715104021 9715104020 924.24' N00�30'00"E 2647.78' EAST LINE OF THE NORTHEAST QUARTER SECTION 15, T7N, R69W (BASIS OF BEARING) EAST QUARTER CORNER SECTION 15-T7N-569W FND 3" ALUMINUM CAP IN MONUMENT BOX LS 27609, 2003 NORTHEAST CORNER SECTION 15-T7N-569W FND BRASS HEXAGON CAP, ILLEGIBLE PLAT OF THE DISTRICT AT CAMPUS WEST TRACTS OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO 2 SECTION 15, T 7 N, R 69 W CITY OF FORT COLLINS, COLORADO D. Anderson L. Smith 1"=40' 15 69 W of the 6th PM REVIEWED BY: G. Gilliland CLIENT: DRAWN BY: SCALE: DATE: 2/29/12 PROJECT: 670-001 Sheet Of 3 Sheets THE DISTRICT AT CAMPUS WEST THE DISTRICT AT CAMPUS WEST THE DISTRICT AT CAMPUS WEST NOTICE: According to Colorado law you must commence any legal action based upon any defect in this survey within three years after you discover such defect. In no event may any action based upon any defect in this survey be commenced more than ten years after the date of the certificate shown RANGE: hereon. TOWNSHIP: SECTION: 200 S�� C�� A��, S�� 10 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� NORTH 40 40 40 80 120 ( IN FEET ) 1 inch = ft. 0 Feet (US SURVEY FEET) LEGEND PLATTED BOUNDARY LINE EASEMENT LINE LOT LINE EXISTING RIGHT-OF-WAY SECTION CORNER FOUND CORNER AS DESCRIBED RIGHT-OF-WAY SECTION LINE SET #4 REBAR WITH PLASTIC CAP, LS 14823 SET NAIL & SHINER, LS 14823 EXISTING RIGHT-OF-WAY DOCUMENTS WEST PLUM STREET: -City of Fort Collins 97151 Quarter Section Map 1976 -Fourth South Shields Annexation - January 1961 -Second South Shields Annexation - March 1959 BOOK PAGE BOOK PAGE 1174 552 1176 408 1174 546 1174 550 1174 541 1174 538 1174 537 1174 544 1174 549 1297 555 1174 545 CITY PARK AVENUE: -City of Fort Collins 97151 Quarter Section Map 1976 -Second South Shields Annexation - January 1961 -Penthouse Subdivision - 1973 ASTER STREET & -City of Fort Collins 97151 Quarter Section Map 1976 BLUEBELL STREET: -Fourth South Shields Annexation - January 1961 -Second South Shields Annexation - March 1959 -Penthouse Subdivision - 1973 DAISY STREET & -City of Fort Collins 97151 Quarter Section Map 1976 COLUMBINE STREET: -Second South Shields Annexation - March 1959 -Penthouse Subdivision - 1973 EXISTING LOT LINES AND EASEMENTS TO BE VACATED WITH THIS PLAT acceptance by the City of this dedication of Easements does not impose upon the City a duty to maintain the Easements so dedicated, and (2) acceptance by the City of this dedication of streets does not impose upon the City a duty to maintain streets so dedicated until such time as the provisions of the Maintenance Guarantee have been fully satisfied. The streets dedicated on this Plat are the fee property of the City as provided in Section 31-23-107 C.R.S. The City's rights under the Easements include the right to install, operate, access, maintain, repair, reconstruct, remove and replace within the Easements public improvements consistent with the intended purpose of the Easements; the right to install, maintain and use gates in any fences that cross the Easements; the right to mark the location of the Easements with suitable markers; and the right to permit other public utilities to exercise these same rights. Owner reserves the right to use the Easements for purposes that do not interfere with the full enjoyment of the rights hereby granted. The City is responsible for maintenance of its own improvements and for repairing any damage caused by its activities in the Easements, but by acceptance of this dedication, the City does not accept the duty of maintenance of the Easements, or of improvements in the Easements that are not owned by the City. Owner will maintain the surface of the Easements in a sanitary condition in compliance with any applicable weed, nuisance or other legal requirements. Except as expressly permitted in an approved plan of development or other written agreement with the City, Owner will not install on the Easements, or permit the installation on the Easements, of any building, structure, improvement, fence, retaining wall, sidewalk, tree or other landscaping (other than usual and customary grasses and other ground cover). In the event such obstacles are installed in the Easements, the City has the right to require the Owner to remove such obstacles from the Easements. If Owner does not remove such obstacles, the City may remove such obstacles without any liability or obligation for repair and replacement thereof, and charge the Owner the City's costs for such removal. If the City chooses not to remove the obstacles, the City will not be liable for any damage to the obstacles or any other property to which they are attached. The rights granted to the City by this Plat inure to the benefit of the City's agents, licensees, permittees and assigns. ATTORNEY'S CERTIFICATION I hereby certify that this Subdivision Plat has been duly executed as required pursuant to Section 2.2.3(C)(3)(a) through (e) inclusive of the Land Use Code of the City of Fort Collins and that all persons signing this Subdivision Plat on behalf of a corporation or other entity are duly authorized signatories under the laws of the State of Colorado. This Certification is based upon the records of the Clerk and Recorder of Larimer County, Colorado as of the date of execution of the Plat and other information discovered by me through reasonable inquiry and is limited as authorized by Section 2.2.3(C)(3)(f) of the Land Use Code. Attorney:________________________________________ Address: ________________________________________ ________________________________________ Registration No.:__________________________________ NOTICE ALL RESPONSIBILITIES AND COSTS OF OPERATION, MAINTENANCE AND RECONSTRUCTION OF THE PRIVATE STREETS AND/OR DRIVES LOCATED ON THE PRIVATE PROPERTY THAT IS THE SUBJECT OF THIS PLAT SHALL BE BORNE BY THE OWNERS OF SAID PROPERTY, EITHER INDIVIDUALLY, OR COLLECTIVELY, THROUGH A PROPERTY OWNERS' ASSOCIATION, IF APPLICABLE. THE CITY OF FORT COLLINS SHALL HAVE NO OBLIGATION OF OPERATION, MAINTENANCE OR RECONSTRUCTION OF SUCH PRIVATE STREETS AND/OR DRIVES NOR SHALL THE CITY HAVE ANY OBLIGATION TO ACCEPT SUCH STREETS AND/OR DRIVES AS PUBLIC STREETS OR DRIVES. APPROVED AS TO FORM, CITY ENGINEER By the City Engineer of the City of Fort Collins, Colorado this ______day of _____________ A.D., 20_____. ____________________________________________________ City Engineer PLANNING APPROVAL By the Director of Planning the City of Fort Collins, Colorado this _____ day of ___________ A.D., 20_____. ____________________________________________________ Director of Planning NOTES: 1) The Basis of Bearings is the East line of the Northeast Quarter, Section 15, Township 7 North, Range 69 West of the 6th P.M. as bearing North 00°30'00" East (assumed bearing). 2) All information regarding easements, right-of-way or title of record, Northern Engineering relied upon Title Commitment No. FCC25100048-10, dated March 29, 2011; Title Commitment No. FCC25101255-2,dated July 7, 2011; Title Commitment No. FCC25101256-3, dated June 30, 2011; and Title Commitment No. FCC25101258-4, dated July 13, 2011,prepared by Land Title Guaranty Company. 3) The City of Fort Collins reserves an easement for utility, drainage and access within the vacated portion of Columbine Street and Daisy Street. Upon complete removal of roadways and underlying utilities, an action to vacate the easement will be initiated. 4) There shall be no private conditions, covenants or restrictions that prohibit or limit the installation of resource conserving equipment or landscaping that are allowed by Sections 12-120 - 12-122 of the City Code. OWNER: BY:_________________________________ STATE OF COLORADO ) )SS COUNTY OF LARIMER ) The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by _____________________________________________, Witness my hand and official seal My commission expires: ________________ _______________________________ Notary Public STATEMENT OF OWNERSHIP AND SUBDIVISION: Know all men by these presents, that the undersigned owner(s) of the following described land: Tracts of land located in the Northeast Quarter of Section 15, Township 7 North, Range 69 West of the 6th P.M., City of Fort Collins, County of Larimer, State of Colorado being more particularly described as follows: Considering the East line of the Northeast Quarter of said Section 15 as bearing North 00°30'00"East and with all bearings contained herein relative thereto: COMMENCING at the East Quarter Corner of said Section 15; thence along the East line of the Northeast Quarter, North 00°30'00" East, 924.24 feet; thence, North 89°11'00" West, 319.82 feet to a point on the westerly right-of-way line of Aster Street, said point being the POINT OF BEGINNING of Block 2; thence along said westerly right-of-way, South 00°32'00" West, 175.97 feet to a point on the northerly right-of-way line of West Plum Street; thence along said northerly right-of-way line, North 88°59'32" West, 200.41 feet to a point on the easterly right-of-way line of Bluebell Street; thence along said easterly right-of-way line, North 00°41'38" East, 175.30 feet; thence, South 89°11'00" East, 199.91 feet to the POINT OF BEGINNING, contains 0.807 acres, more or less. Also; COMMENCING at the East Quarter Corner of said Section 15; thence along the East line of the Northeast Quarter, North 00°30'00" East, 924.24 feet; thence, North 89°11'00" West, 569.73 feet to a point on the westerly right-of-way line of Bluebell Street, said point being the POINT OF BEGINNING of Block 1; thence along said westerly right-of-way line, South 00°41'38" West, 165.13 feet to a point on the northerly right-of-way line of West Plum Street; thence along said northerly right-of-way line the following five courses and distances: North 88°59'32" West, 200.37 feet; thence, North 89°04'12" West, 50.00 feet; thence, North 89°15'49" West, 200.13 feet; thence, North 89°04'06" West, 50.00 feet; thence, North 89°11'55" West, 218.79 feet to a point on the easterly right-of-way line of City Park Avenue; thence along said easterly right-of-way line, North 00°27'00" East, 164.60 feet; thence, South 89°11'00" East, 719.99 feet to the POINT OF BEGINNING, contains 2.719 acres, more or less. Total acreage of subdivision is 3.526 acres, more or less. For themselves and their successors in interest (collectively "Owner") have caused the above described land to be surveyed and subdivided into lots, tracts and streets as shown on this Plat to be known as THE DISTRICT AT CAMPUS WEST (the "Development"), subject to all easements and rights-of-way now of record or existing or indicated on this plat. The rights and obligations of this Plat shall run with the land. 1 SECTION 15, T 7 N, R 69 W CITY OF FORT COLLINS, COLORADO D. Anderson L. Smith N.A. 15 69 W of the 6th PM REVIEWED BY: G. Gilliland CLIENT: DRAWN BY: SCALE: DATE: 2/29/12 PROJECT: 670-001 Sheet Of 3 Sheets THE DISTRICT AT CAMPUS WEST THE DISTRICT AT CAMPUS WEST THE DISTRICT AT CAMPUS WEST NOTICE: According to Colorado law you must commence any legal action based upon any defect in this survey within three years after you discover such defect. In no event may any action based upon any defect in this survey be commenced more than ten years after the date of the certificate shown RANGE: hereon. TOWNSHIP: SECTION: 200 S�� C�� A��, S�� 10 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� ASTER ST. BLUEBELL ST. PLAT OF THE DISTRICT AT CAMPUS WEST TRACTS OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO A. GENERAL NOTES 1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer. 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. 7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction. 10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work. 12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility. 14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan. 16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. 18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 19. All recommendations of the Preliminary Drainage and Erosion Control Report for The District at Campus West dated February 29, 2012 by Northern Engineering Services, Inc., shall be followed and implemented. 20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the the City of Fort Collins street inspector. 22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, if applicable. 23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer's absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation. 24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final report. 25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets. 26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections. 27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads within these districts. 28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval. 29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a permit. 30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities. 32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. 34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by Larimer County. 35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension on the as-built record drawings. 37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately. 39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer. 40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The information shall be as follows: City of Fort Collins benchmark 19-97 At the southeast corner of West Elizabeth and Shields Street, on a concrete traffic signal base. Elevation=5022.56 City of Fort Collins benchmark 20-97 At the southwest corner of West Elizabeth and Constitution Avenue, on a concrete traffic signal base. Elevation=5046.97 41. All stationing is based on centerline of roadways unless otherwise noted. 42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. 43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made. 44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections. 46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: N.A. 48. Approved Variances are listed as follows: (The following are proposedvariances, requested in a letter to the Local Entity Engineer dated 01.25.12.) a. PLUM STREET: roadway width, right-of-way width, travel lanes, parkway width, sidewalk width, horizontal clearance for sidewalks. b. CITY PARK AVE:roadway width, right-of-way width, travel lanes, parkway width, sidewalk width, horizontal clearance for sidewalks. c. BLUEBELL ST.: right-of-way width, parkway width, sidewalk width, minimum flowline grade. d. ASTER ST.: roadway width, right-of-way width, travel lanes, parkway width, sidewalk width, cross slope. e. UTILITY EASEMENTS: typical utility easements will notbe dedicated behind the right-of-way. f. MINIMUM DEPTH OF UTILITIES: due to the depth of the existing storm sewer system, cover will be as shallow as 1.5'. Additionally, the bus bay will need a variance to document the final, site-specific design solution. CONSTRUCTION NOTES A. Grading and Erosion Control Notes 1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site. 2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans. 3. All required perimeter silt and construction fencing shall be installed priorto any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein. 5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time. 6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County. 7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall: a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector. c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector. 8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and other public facilities. 9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day. 10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any waters of the United States. 11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. 12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA). 13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. 14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored. 15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are determined necessary, as directed by the City. B. Street Improvement Notes 1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here. 2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt. 3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins. 4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been inspected and approved by the City of Fort Collins Engineer. 5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan. 8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector. C. Traffic Signing and Pavement Marking Construction Notes 1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here. 2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. 3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD. 4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5. All lane lines for concrete pavement should be epoxy paint. 6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall be approved by the City of Fort Collins Engineer prior to permanent installation of striping and symbols. 7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings. 10. All sign posts shall utilize break-away assemblies and fasteners per the Standards. 11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Engineer. All discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin. 12. The Developer installing signs shall be responsible for locating and protecting all underground utilities. 13. Special care shall be taken in sign location to ensure an unobstructed view of each sign. 14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). 15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. D. Storm Drainage Notes 1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 2. All recommendations of the Preliminary Drainage and Erosion Control Report for The District at Campus West dated February 29, 2012 by Northern Engineering Services, Inc., shall be followed and implemented. 3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. E. Utility Notes 1. All waterline and sanitary sewer construction shall conform to the Fort Utility standards and specifications current to date of construction. 2. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the water utility. 3. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire. 4. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. SHEET INDEX UTILITY PLANS FOR TRACTS OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. THE DISTRICT AT CAMPUS WEST GEOTECHNICAL ENGINEER Terracon Consultants, Inc. Eric Bernhardt, PE 301 North Howes Street Fort Collins, Colorado 80521 (970) 484-0359 PHONE NUMBER Yaohua Yu Humphreys & Partners Architects L.P. 5339 Alpha Road, Suite 300 Dallas TX, 75240 (972) 701-9636 ARCHITECT SITE ENGINEER Northern Engineering Services, Inc. Nick Haws, PE, LEED AP 200 South College Avenue, Suite 10 Fort Collins, Colorado 80524 (970) 221-4158 SURVEYOR Northern Engineering Services, Inc. Gary Gilliland, PLS 200 South College Avenue, Suite 10 Fort Collins, Colorado 80524 (970) 221-4158 E N G I N E E R I N G � � � � � � �� E N G I N E E R I N G � � � � � � �� PLANNER/ LANDSCAPE ARCHITECT TRAFFIC ENGINEER ELB Engineering, LLC Eric Bracke, PE, PTOE 5401 Taylor Lane Fort Collins, Colorado 80528 (970) 988-7551 SiteWise, LLC 7000 N. Broadway Building 3, Suite 306 Denver, Colorado 80221 (303) 650-8680 SUBSURFACE UTILITY LOCATES** *The underground utility locates provided by SiteWise, LLC are based upon the best available information at the time of locating. Contractor acknowledges that it is common for underground facility owner maps to have errors and omissions of data shown. Consequently, it is the Contractor's sole responsibility to field verify the location of all utilities prior to construction, and notify the Engineer of any discrepancies found. Paul Gregg UtiCor POB 336547 Greeley, CO 80633 (970) 346-8009 DRY UTILITY COORDINATION Chad Walker PVE, Inc. 1040 North 2200 West, Suite 100 Salt Lake City, UT 84116 (801) 359-3158 ELECTRICAL ENGINEER MECHANICAL / PLUMBING ENGINEER C000 COVER SHEET C001 GENERAL AND CONSTRUCTION NOTES No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 02.29.12 PROJECT: 670-001 Sheet Of 19 Sheets THE DISTRICT AT CAMPUS WEST T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 200 S�� C�� A��, S�� 010 02/29/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� C000 COVER SHEET N.A. N.A. N.A. C100-C101 EXISTING CONDITIONS & C300-C301 UTILITY PLAN C400-C401 GRADING PLAN C500 ASTER STREET ROADWAY PLAN & PROFILE C501 BLUEBELL STREET ROADWAY PLAN & PROFILE C504 TYPICAL ROADWAY SECTIONS C600-C601 DRAINAGE EXHIBIT C200-C201 HORIZONTAL CONTROL PLAN Ryan Reese PVE, Inc. 1040 North 2200 West, Suite 100 Salt Lake City, UT 84116 (801) 359-3158 ■�� ■�� ■ ■�� ■�� ■ VICINITY MAP NORTH 1"=2000' SUBDIVISION PLAT (FOR REFERENCE ONLY) I hereby affirm that these final construction plans were prepared under my direct supervision, in accordance with all applicable City of Fort Collins and State of Colorado standards and statutes, respectively; and that I am fully responsible for the accuracy of all design. revisions, and record conditions that I have noted on these plans. These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort Collins for additional quantities of items shown that may be required during the construction phase. DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: BENCHMARK #1: City of Fort Collins Benchmark 19-97 At the southeast corner of West Elizabeth and Shields Street, on a concrete traffic signal base. Elevation=5022.56 BENCHMARK #2: City of Fort Collins Benchmark 20-97 At the southwest corner of West Elizabeth and Constitution Avenue, on a concrete traffic signal base. Elevation=5046.97 B�� B�� The Basis of Bearing is the East line of the Northeast Quarter, Section 15, Township 7 North, Range 69 West of the 6th P.M. as bearing North 00°30'00" East (assumed bearing). C�� C�� East Quarter Corner Section 15-T7N-R69W Found 3" A.C. in monument box stamped RA Bradshaw PLS GPS-13 1988 N: 126454.6520 E: 189500.0570 Northeast Corner Section 15-T7N-R69W Found brass hexagon cap N: 129102.3270 E: 189523.1570 ORIGINAL FIELD SURVEY: NORTHERN ENGINEERING SERVICES DATE: November 21, 2008 ADDITIONAL FIELD SURVEY: NORTHERN ENGINEERING SERVICES DATE: December 2, 2008 ORIGINAL FIELD SURVEY BY: Terracon Consultants, Inc. "GEOTECHNICAL SUBSURFACE EXPLORATION THE DISTRICT AT CSU EAST OF WEST PLUM STREET AND CITY PARK AVENUE" Terracon Project No. 20115026 Date: November 2, 2011 SUBSURFACE EXPLORATION BY: PROJECT BENCHMARKS: ADDITIONAL FIELD SURVEY: CITY OF FORT COLLINS KING SURVEYORS DATE: February 2009 ADDITIONAL FIELD SURVEY: NORTHERN ENGINEERING SERVICES DATE: August 2011 SURFACE DEMOLITION PLAN C102-C103 EXISTING CONDITIONS & UTILITY DEMOLITION PLAN C502 PLUM STREET FLOWLINE PLAN & PROFILE C503 PLUM STREET SIGNAGE AND STRIPING PLAN