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Home My WebLink AboutFLATS AT RIGDEN FARM - PDP - PDP140006 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSILLINOIS DR. LAKESHORE DR. HORSETOOTH RD. EASTWOOD DR. WILLIAMS NELSON RESERVOIR DRAKE RD. FOOTHILLS BASIN SPRING CREEK BASIN LIMON DR. TIMBERLINE RD. CUSTER DR. FORT COLLINS HIGH SCHOOL CACHE LE POUDRE BASIN FOOTHILLS BASIN FOOTHILLS BASIN FOX MEADOWS BASIN TYP. LOCAL RESIDENTIAL (ACCESS/UTILITY ESMT ) ACCESS/UTILITY ESMT UTILITY ESMT. UTILITY ESMT. 12' {}24' -{}-{} 12' -{} 2.25% 2.25% 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 MAY 2014 UTILITY PLANS FOR CONTACT INFORMATION PROJECT TEAM: The Birdsall Group 444 Mountain Ave Berthoud, CO 80513 (970) 532-5891 Landmark Construction Solutions 1170 W Ash Street #100 Windsor, CO 80550 (970) 330-4316 GAS----------------- Xcel Energy----------------------------- Al Ermer (970) 225-7869 ELECTRIC-------- City of Fort Collins Light & Power-- Doug Martine (970) 224-6152 CABLE------------- Comcast---------------------------------- Don Kapperman (970) 567-0245 TELECOM.--------Qwest Local Network------------------ Bill Johnson (970) 377-6401 WATER------------ City of Fort Collins Utilities----------- Roger Buffington (970) 221-6854 WASTEWATER--City of Fort Collins Utilities----------- Roger Buffington (970) 221-6854 STORMWATER- City of Fort Collins Utilities----------- Glen Schlueter (970) 221-6700 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. 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: G. Schock DESIGNED BY: DRAWN BY: SCALE: DATE: May 21, 2014 PROJECT: 374-012 Sheet Of 23 Sheets THE FLATS AT RIGDEN FARM T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 05/21/14 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� RIGDEN FARM 14TH FILING REPLAT CS2 CONSTRUCTION NOTES GENERAL AND N.A. B. Ruch NTS 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. ILLINOIS DR. LAKESHORE DR. HORSETOOTH RD. EASTWOOD DR. WILLIAMS NELSON RESERVOIR DRAKE RD. FOOTHILLS BASIN SPRING CREEK BASIN LIMON DR. TIMBERLINE RD. CUSTER DR. FORT COLLINS HIGH SCHOOL CACHE LE POUDRE BASIN FOOTHILLS BASIN FOOTHILLS BASIN FOX MEADOWS BASIN REVIEWED BY: G. Gilliland CLIENT: DRAWN BY: SCALE: DATE: 5/20/14 PROJECT: 374-012 Sheet Of 2 Sheets THE FLATS AT RIGDEN FARM 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 hereon. RANGE: 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 ��.��.�� 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 FND #4 REBAR W/YPC "JR ENG PLS 37963" FND #4 REBAR NO CAP (R) N89�55'37"E S89�47'06"E 280.94' Delta= 90�04'24" R=15.00' L=23.58' Dir= S44�44'54"E Chord= 21.23' S00�17'18"W 542.34' (R) S00�00'01"W N89�33'35"W 292.91' (R) N89�50'52"W (R) N00�00'01"E N00�17'18"E 553.20' S89�42'42"E 74.50' N00�17'28"E 92.57' N89�42'42"W 74.50' S00�17'28"W 92.57' S89�42'42"E 93.08' S00�17'36"W 74.54' N89�42'42"W 93.08' N00�17'36"E 74.54' S89�42'42"E 178.17' N00�17'18"E 75.50' N89�42'42"W 178.17' S00�17'18"W 75.50' S89�42'42"E 178.17' S00�17'18"W 77.50' N89�42'42"W 178.17' N00�17'18"E 77.50' S89�42'42"E 74.50' S00�17'18"W 96.67' N89�42'42"W 74.50' N00�17'18"E 96.67' S89�42'42"E 74.53' S00�17'18"W 178.17' N89�42'42"W 74.53' N00�17'18"E 178.17' S89�42'42"E 74.50' S00�17'18"W 96.00' N89�42'42"W 74.50' N00�17'18"E 96.00' 68.51' 24.00' 46.38' 54.98' 87.07' 80.47' 36.28' 83.51' 24.14' 68.51' 106.00' L32 72.00' L43 L1 L2 L3 L10 L11 L12 L13 L14 L15 L16 L17 L18 L24 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W T CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV G G G G G G G G G G G E E E E E E E E E E CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV E E E E E E E E E E TELE � VAULT ELEC VAULT CONTROL ELEC IRR CONTROL IRR ELEC CONTROL IRR ELEC CONTROL IRR �.�. ELEC ELEC ELEC ELEC VAULT ELEC WV WV WV WV � � � � �.�. BLDG 2 BLDG 3 BLDG 4 BLDG 5 BLDG 6 GAR 3 GAR 4 GAR 7 GAR 1 BLDG 1 BLDG 7 GAR 6 GAR 2 GAR 5 A/C UNIT (TYP.) A/C UNIT (TYP.) A/C UNIT (TYP.) A/C UNIT (TYP.) A/C UNIT (TYP.) A/C UNIT (TYP.) A/C UNIT (TYP.) ILLINOIS DRIVE IOWA DRIVE CUSTER DRIVE LIMON DRIVE 15' 4' WALK 4' WALK 5' WALK 5' WALK 5' WALK 5' WALK 5' WALK 5' WALK 5' WALK 5' WALK 4' WALK 4' WALK 4' WALK 4' WALK 4' WALK 2" PAN 28' 28' 30' 30' EMERGENCY ACCESS EASEMENT 24' 24' D 26' 11' 11' 11' 4' WALK (TYP.) D 4' WALK (TYP.) BLDG 2 BLDG 3 BLDG 4 BLDG 5 BLDG 6 GAR 3 GAR 4 GAR 7 GAR 1 BLDG 1 BLDG 7 GAR 6 GAR 2 GAR 5 � � � � � � � � � ILLINOIS DRIVE IOWA DRIVE CUSTER DRIVE LIMON DRIVE KKP - DRAKE, LLC RIGDEN FARM, FILING 8 KKP - DRAKE, LLC RIGDEN FARM, FILING 8 RIGDEN FARM, LLC FILING 16 RIGDEN FARM, LLC FILING 10 RIGDEN FARM, LLC FILING 13 BROOKLYN PARK ROW HOUSES HEARN PROPERTIES LLC BROOKLYN PARK ROW HOUSES HEARN PROPERTIES LLC SEVEN OAKS ACADEMY OF LOVELAND, INC. RIGDEN FARM, FILING 1 EX. 100' ROW 50' - 69' ROW 72' ROW 86' ROW 48' - 22' - 30' - ROOF DRAIN SEE SHEET RF1 ROOF DRAIN SEE SHEET RF1 ROOF DRAIN SEE SHEET RF1 ROOF DRAIN SEE SHEET RF1 ROOF DRAIN SEE SHEET RF1 BLDG 2 BLDG 3 BLDG 4 BLDG 5 BLDG 6 GAR 3 GAR 4 GAR 7 GAR 1 BLDG 1 BLDG 7 GAR 6 GAR 2 GAR 5 ILLINOIS DRIVE IOWA DRIVE CUSTER DRIVE LIMON DRIVE KKP - DRAKE, LLC RIGDEN FARM, FILING 8 KKP - DRAKE, LLC RIGDEN FARM, FILING 8 RIGDEN FARM, LLC FILING 16 RIGDEN FARM, LLC FILING 10 RIGDEN FARM, LLC FILING 13 BROOKLYN PARK ROW HOUSES HEARN PROPERTIES LLC BROOKLYN PARK ROW HOUSES HEARN PROPERTIES LLC SEVEN OAKS ACADEMY OF LOVELAND, INC. RIGDEN FARM, FILING 1 EX. 100' ROW 50' - 69' ROW 72' ROW 86' ROW 48' - 22' - 30' - � � � � � � � � � COARSE AGGREGATE X' DEPTH CLAY CURTAIN WALL CLAY CURTAIN WALL COARSE AGGREGATE X' DEPTH COARSE AGGREGATE X' DEPTH 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W T CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV G G G G G G G G G G G E E E E E E E E E E CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV E E E E E E E E E E TELE � VAULT ELEC VAULT CONTROL ELEC IRR CONTROL IRR ELEC CONTROL IRR ELEC CONTROL IRR �.�. ELEC ELEC ELEC ELEC VAULT ELEC WV WV WV WV � � � � 4915 4920 4925 4930 4935 4940 4915 4920 4925 4930 4935 4940 9+50 10+00 11+00 12+00 13+00 13+50 EX. SSMH A1 STA 10+00.00 RIM 4930.7� INV. IN 4917.53 (E) 55.00 LF 8" PVC @ 2.00% SSMH A2 STA 10+55.00 RIM 4931.0� INV. IN 4918.73 (E) INV. OUT 4918.63 (W) SSMH A3 STA 11+52.32 RIM 4929.8� INV. IN 4919.26 (N) INV. OUT 4919.16 (W) 97.32 LF 8" PVC @ 0.44% 130.85 LF 8" PVC @ 0.44% SSMH A4 STA 12+83.17 RIM 4930.6� INV. OUT 4919.84 (S) PROPOSED GROUND EXISTING GROUND STA.=11+61.81 INV.= 4921.61 42" RCP STORM STA.=10+38.60 INV.= 4922.63 18" RCP STORM 1.24' 3.43' 3.43' 6" PVC WATER STA.=11+37.32 INV.= 4925.11 12" PVC ROOF DRAIN STA.=11+45.35 8" PVC ROOF DRAIN STA.=12+63.52 T CTV CTV CTV CTV 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W T CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV G G G G G G G G G G G E E E E E E E E E E CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV E E E E E E E E E E TELE � VAULT ELEC VAULT CONTROL ELEC IRR CONTROL IRR ELEC CONTROL IRR ELEC CONTROL IRR �.�. ELEC ELEC ELEC ELEC VAULT ELEC WV WV WV WV � � � � 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W T CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV G G G G G G G G G G G E E E E E E E E E E CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV E E E E E E E E E E TELE � VAULT ELEC VAULT CONTROL ELEC IRR CONTROL IRR ELEC CONTROL IRR ELEC CONTROL IRR �.�. ELEC ELEC ELEC ELEC VAULT ELEC WV WV WV WV � � � � �.�. � � � � � � � � ILLINOIS DRIVE (100' PUBLIC ROW) LIMON DRIVE (72' PUBLIC ROW) CUSTER DRIVE (86' PUBLIC ROW) IOWA DRIVE (69' PUBLIC ROW) � FILING 16 FILING 10 RIGDEN FARM, LLC FILING 13 BROOKLYN PARK ROW HOUSES HEARN PROPERTIES LLC BLDG 2 BLDG 3 BLDG 4 BLDG 5 BLDG 6 GAR 3 GAR 4 GAR 7 GAR 1 BLDG 1 BLDG 7 GAR 6 GAR 2 GAR 5 1 EXISTING ILLINOIS STORM SEWER EXISTING 42" LIMON STORM SEWER EXISTING 42" STORM SEWER EXISTING 30" CUSTER STORM SEWER PROPOSED INLET PROPOSED INLET PROPOSED INLET PROPOSED INLET PROPOSED SMALL INLET PROPOSED SMALL INLET PROPOSED SMALL INLET PROPOSED CONCRETE RUNDOWN TO CURB AND GUTTER 13 12 10 15 2 3 11 4 E6 T � � � � � ILLINOIS DRIVE (100' PUBLIC ROW) LIMON DRIVE (72' PUBLIC ROW) CUSTER DRIVE (86' PUBLIC ROW) IOWA DRIVE (69' PUBLIC ROW) � BLDG 2 BLDG 3 BLDG 4 BLDG 5 BLDG 6 GAR 3 GAR 4 GAR 7 GAR 1 BLDG 1 BLDG 7 GAR 6 GAR 2 GAR 5 IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP CIP CIP CIP CIP CIP SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF RS WD VTC No. Revisions: By: Date: REVIEWED BY: G. Schock DESIGNED BY: DRAWN BY: SCALE: DATE: May 21, 2014 PROJECT: 374-012 Sheet Of 23 Sheets THE FLATS AT RIGDEN FARM T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 05/21/14 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� RIGDEN FARM 14TH FILING REPLAT 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 EC2 EROSION CONTROL DETAILS N.A. B. Ruch NTS NOT TO SCALE 500 DT6 SWALE WATTLE DIKE WATTLES - DETAIL A FLOW 3'-4' ADJACENT ROLLS SHALL TIGHTLY ABUT W1 NOTES: INSTALLATION: WHEN INSTALLING RUNNING LENGTHS OF WATTLES, BUTT THE SECOND WATTLE TIGHTLY AGAINST THE FIRST, DO NOT OVERLAP THE ENDS. STAKE THE WATTLES AT EACH END AND FOUR FOOT ON CENTER. FOR EXAMPLE: A 25 FOOT WATTLE USES 6 STAKES No. Revisions: By: Date: REVIEWED BY: G. Schock DESIGNED BY: DRAWN BY: SCALE: DATE: May 21, 2014 PROJECT: 374-012 Sheet Of 23 Sheets THE FLATS AT RIGDEN FARM T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 05/21/14 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� RIGDEN FARM 14TH FILING REPLAT 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 EC3 EROSION CONTROL DETAILS N.A. B. Ruch NTS INLET PROTECTION - AREA INLET IN SUMP Urban Drainage and Figure C5-21 Flood Control District Drainage Criteria Manual (V.3) AREA INLET - PLAN SECTION A ROCK FILTER JOINT DETAIL INLET PROTECTION CONTINUED 1-1/2" CRUSHED ROCK ENCLOSED IN WIRE MESH FILTERED RUNOFF AREA INLET 10' MIN. 2" IN SOIL No. Revisions: By: Date: REVIEWED BY: G. Schock DESIGNED BY: DRAWN BY: SCALE: DATE: May 21, 2014 PROJECT: 374-012 Sheet Of 23 Sheets THE FLATS AT RIGDEN FARM T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 05/21/14 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� RIGDEN FARM 14TH FILING REPLAT 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 D1 UTILITY DETAILS N.A. B. Ruch NTS NOT TO SCALE 100 D1 TRENCH AND BEDDING TYPICAL COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 LOWER LIMIT OF TRENCH WALL SLOPING INITIAL LIFT * 12 IN. MIN. PIPE O.D. 4 IN. MIN. TRENCH WIDTH AS SPECIFIED IN SECTION 02221 No. Revisions: By: Date: REVIEWED BY: G. Schock DESIGNED BY: DRAWN BY: SCALE: DATE: May 21, 2014 PROJECT: 374-012 Sheet Of 23 Sheets THE FLATS AT RIGDEN FARM T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 05/21/14 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� RIGDEN FARM 14TH FILING REPLAT 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 D2 UTILITY DETAILS N.A. B. Ruch NTS NOT TO SCALE 200 D2 TRENCH AND BEDDING TYPICAL 201 TYPICAL CONCRETE THRUST BLOCKS TYPICAL FIRE HYDRANT INSTALLATION WATER MAIN LOWERING D2 202 D2 NOT TO SCALE 203 D2 WATER MAIN SIZE (INCHES) 45 22 1/2 6 8 No. Revisions: By: Date: REVIEWED BY: G. Schock DESIGNED BY: DRAWN BY: SCALE: DATE: May 21, 2014 PROJECT: 374-012 Sheet Of 23 Sheets THE FLATS AT RIGDEN FARM T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 05/21/14 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� RIGDEN FARM 14TH FILING REPLAT 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 D3 UTILITY DETAILS N.A. B. Ruch NTS 6" CONNECTION COMPRESSION 8" LAYER OF 3/4" TO 1 1/2" GRAVEL SUPPORT METER SETTERS BY (2) 18 INCH LENGTHS OF 1 INCH IRON PIPE INSERTED THROUGH IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, IT SHALL BE INSTALLED INSIDE THE BUILDING, GRADE ACCEPTANCE AFTER METER PIT INSTALLATION REQUIRES THAT THE OWNER ADJUST METER PIT COVER ALL TEES, COUPLINGS AND CONNECTION FITTINGS TO BE A MINIMUM OF 5 FEET FROM METER PIT WALL ON OUTLET NO LANDSCAPING (TREES, SHRUBS, BOULDERS, ETC.) OR RETAINING WALLS TO BE WITHIN 4 FEET OF METER PIT DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, SIDEWALK, DRAINAGE DITCH OR DETENTION AND NO TREES WITHIN 10 FEET. BRACE PIPE EYELETS AND SET ATOP (4) 8 INCH SQUARE CONCRETE BLOCKS. IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE. TO 1/2 INCH ABOVE LANDSCAPED FINAL GRADE. MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ETC.) IN METER PIT. No. Revisions: By: Date: REVIEWED BY: G. Schock DESIGNED BY: DRAWN BY: SCALE: DATE: May 21, 2014 PROJECT: 374-012 Sheet Of 23 Sheets THE FLATS AT RIGDEN FARM T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 05/21/14 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� RIGDEN FARM 14TH FILING REPLAT 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 D4 DRAINAGE DETAILS N.A. B. Ruch NTS NOT TO SCALE 300 D4 STORMWATER BEDDING REQUIREMENTS CLASS B BEDDING LOWER LIMIT OF UNIFORM GRADED CLASS A BEDDING LOWER LIMIT OF LOWER LIMIT OF MATERIAL 12 IN. MIN. 12 IN. MIN. TRENCH WIDTHS SHALL BE AS SPECIFIED ON PLANS. REFER TO THE STORM SRAINAGE CONSTRUCTION STANDARDS, No. Revisions: By: Date: REVIEWED BY: G. Schock DESIGNED BY: DRAWN BY: SCALE: DATE: May 21, 2014 PROJECT: 374-012 Sheet Of 23 Sheets THE FLATS AT RIGDEN FARM T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 05/21/14 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� RIGDEN FARM 14TH FILING REPLAT 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 D5 DRAINAGE DETAILS N.A. B. Ruch NTS .31 � 7.85 �9.85 DWG SIZE A SCALE 1:4 SHEET 1 OF 1 DWG NO. 7001-110-019 REV D 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 ��.��-��.�� 8 IN DROP IN TITLE PROJECT NO./NAME MATERIAL DATE APPD BY No. Revisions: By: Date: REVIEWED BY: G. Schock DESIGNED BY: DRAWN BY: SCALE: DATE: May 21, 2014 PROJECT: 374-012 Sheet Of 23 Sheets THE FLATS AT RIGDEN FARM T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 05/21/14 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� RIGDEN FARM 14TH FILING REPLAT 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 D6 SITE DETAILS N.A. B. Ruch NTS NOT TO SCALE 405 D6 INTERLOCKING CONCRETE PAVERS NOT TO SCALE 403 D6 PEDESTRIAN RAMP DETAIL NOT TO SCALE 404 D6 TRUNCATED DOME WARNING FOR ACCESS RAMPS F Curb Flare No. Revisions: By: Date: REVIEWED BY: G. Schock DESIGNED BY: DRAWN BY: SCALE: DATE: May 21, 2014 PROJECT: 374-012 Sheet Of 23 Sheets THE FLATS AT RIGDEN FARM T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 05/21/14 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� RIGDEN FARM 14TH FILING REPLAT 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 D7 SITE DETAILS N.A. B. Ruch NTS NOT TO SCALE 417 D7 PRIVATE CONCRETE CROSSPAN 48" 2" 6" SCALE: ACCESS RAMPS N.T.S. A 6' A 5' 12:1 (MAX) (MIN) 6' (MIN) MID-BLOCK LOCATION 12:1 (MAX) SECTION A-A NOTES: DETECTABLE WARNING SURFACE SHALL BE A CONTRAST COLOR AND CONSTRUCTED OF CAST IRON. 2% BACK OF RAMP 6" (MIN) 6" FLOWLINE 2% SLOPE CONCRETE PEDESTRIAN CURB 6" MIN VARIES 2' x 5' DETECTABLE WARNING SURFACE CONCRETE PEDESTRIAN CURB 2' x 5' DETECTABLE WARNING SURFACE 6" SIDEWALK CURB GUTTER (MAX) 2% 1" RADIUS 1/4" RADIUS 6" NOT TO SCALE 409 STANDARD ACCESS RAMPS D7 FULL HEIGHT CONCRETE PEDESTRIAN CURB DETECTABLE WARNING SURFACE 12:1 (MAX) 2' x 6' DETECTABLE WARNING SURFACE CONCRETE PEDESTRIAN CURB OR 1.5' FLARE SIDEWALK CURB GUTTER (MAX) 2% 6' (MAX) 2% SIDEWALK CURB GUTTER (MAX) 12:1 (MAX) 12:1 2% (MAX) 5' 12:1 2' x 5' DETECTABLE WARNING SURFACE SIDEWALK CURB GUTTER 6' (MIN) (MAX) 12:1 CONCRETE SAFETY GROOVING (MAX) 12:1 SIDEWALK 2% (MAX) 2% (MAX) 2% (MAX) 6' (MIN) D B C NOT TO SCALE 413 DIRECTIONAL ACCESS RAMPS (FLARE OPTION) D7 NOT TO SCALE 412 BI-DIRECTIONAL ACCESS RAMPS D7 NOT TO SCALE 414 CORNER APPROACH ACCESS RAMP D7 R1' TAPER TO SIDEWALK ELEVATION TAPER TO SIDEWALK ELEVATION TAPER TO SIDEWALK ELEVATION (MAX) 2% (MAX) 2% (MAX) S 12:1 (MAX) 12:1 (MAX) SIDEWALK CURB GUTTER 5' 6' (MAX) 2% (MAX) 2% F NOT TO SCALE 415 CORNER FLARE ACCESS RAMP D7 FULL HEIGHT CURB (MAX) 2% DETECTABLE WARNING SURFACE 23 NOT TO SCALE 416 PEDESTRIAN RAMP DETAIL D7 1. NO JOINTS ARE ALLOWED IN THE FLOWLINE. SIX INCH WIDE CURB OR "DUMMY JOINT" MAY BE TOOLED NO CLOSER THAN 6 INCHES FROM FLOW LINE AS SHOWN. 2. MINIMUM CONCRETE THICKNESS IS 6 INCHES. 3. JOINT PATTERN TO BE ACCORDING TO 'INTERSECTION GUTTER DETAIL' OR AS DETERMINED BY THE LOCAL ENTITY. 4. WOOD FLOAT FINISH IS REQUIRED OVER THE SLOPED SURFACE OF RAMP AND FLARES. 5. A 6 INCH WIDE CURB MAY BE POURED AT THE BACK OF THE RAMP AS SHOWN IF REQUIRED. IF CURB IS USED IT SHALL MATCH THE CURB AND GUTTER STYLE OF ADJACENT CURB AND GUTTER. 6. MINIMUM RAMP WIDTH SHALL BE FOUR FEET, OR THE SAME AS THE WIDEST ADJACENT SIDEWALK, WHICHEVER IS GREATER, UP TO A MAXIMUM WIDTH OF 8 FEET. 7. THE RAMP LANDING MAY BE POURED MONOLITHIC WITH THE ADJACENT TRANSITIONS PROVIDED THAT AN APPROVED "SHAKE-ON" PIGMENT BE USED TO COLOR THE LANDING AREA. 8. T= THICKNESS (AS SPECIFIED ON PLANS OR LOCAL ENTITY ENGINEER). STANDARD GRAY CONCRETE RAMP WITH PARTIALLY COLORED CONCRETE SECTION A-A LIP OF GUTTER PLAN VIEW FLOWLINE CURB A A 0.5' TYP. N.T.S. 6" 1:12 SLOPE MAX. CURB 0.5' 4' MIN. N.T.S. FLARE OPTION CURB OPTION 6" CURB 0" CURB 1' R 2' NOTES: t=6" or as specified 1"/ft. Max 1"/ft. Max 1.5' TRANSITION 1.5' TRANSITION Flared Option 2' FL REVISION NO: 1 DATE: 04/01/07 DRAWING STREET STANDARDS DRAWINGS 1606 URBAN AREA LARIMER COUNTY PEDESTRIAN RAMP DETAIL (For New Const. & Alterations) CONSTRUCTION 1:25 slope (max.) Truncated Dome Warning Detection Truncated Dome Warning Detection C�� E�� D�� D�� D�� D�� D�� S�� U�� P�� & R�� T�� E�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: W�� & W�� U�� C�� F�� C��, C�� UTILITY PLAN APPROVAL E�� P�� Varies Curb 2'-0" Flare Ramp concrete ramps Panels embedded in the Apron Gutter or Curb and Gutter Flow line 1:20 Slope 1:12 MAX Slope Section A-A NTS Varies Varies Curb Curb Flare Ramp 2'-0" Varies Panels Panels 6" A A CL Pedestrian flow Aligned with Ramp Width: 4.5' 5.0' 6.0' 7.0' 8.0' Note: Truncated dome panels are available in 2'x2' squares and 2'x2.5' rectangles. Combine the widths to fit the ramp. Panels may be cut to no less than a 2'x1.5' size. Panel Width Combinations: 2'+2.5' 2.5'+2.5' 2'+2'+2' 2.5'+2'+2.5' 2'+2'+2'+2' Note: 1. Truncated dome warning panel: Install panels along with the concrete pour for the ramp. The panel material shall be "Cast In Tact Warning Panels" or an equivalent material that must be first approved by the City Engineer prior to installation. The panel color shall be red, no other color is approved. Specifications for the panel and installation instructions will be provided upon request. 2. This drawing shows vertical curb. For Drive Over Curb the warning detection location shall be placed in the same position 6" back from the Face of Curb or . Case 1-Directional Ramps Case 2-Non-Directional Ramps Varies Panels Ramp Panels Flare 2'-0" Curb Case 3-Mid-Block Ramps 6" Panels Panels Apron Gutter or Flare 6" Flare (Center line of ramp) CL -Center line of ramp BOC BOC BOC FOC L or FL FOC BOC FL -Back of Curb -Face of Curb -Flow line 2' REVISION NO: DATE: 04/01/07 DRAWING STREET STANDARDS DRAWINGS 1607 URBAN AREA LARIMER COUNTY TRUNCATED DOME WARNING FOR ACCESS RAMPS CONSTRUCTION FORT COLLINS ONLY REVISION NO: DATE: 04/01/07 DRAWING STREET STANDARDS DRAWINGS 1606(a) URBAN AREA LARIMER COUNTY RESIDENTIAL LOCAL STREET ACCESS RAMPS CONSTRUCTION FORT COLLINS ONLY Area to be landscaped Conc. Sidewalk N��: 1. S�� . 2. T�� : I�� . T�� "C�� I� T�� W�� P��" �� C�� E��, �� . T�� , �� . S�� . 3. E�� . 4. R�� 1606 �� L�� C�� . 5. C�� . P L 0.5' 6.0' 4.5' Trucated Dome Warning Panel Section A-A NTS 0.5' Gutter 1:20 Slope 1:12 MAX Slope Varies panels: R20.0' R15.0' 12.0' 4.5' Full height Curb 12.0' PLAN VIEW NTS PT Curb 4.5' A 0" Curb Ramp Area Landscaped Flare Gutter 1-2'x2' 1-2'x2.5' Ramp Ramp R19.5' PL A Conc. Sidewalk PL Conc. Flare Flowline 0.5' 4.5' 6.0' Detection Plan Locations Truncated Dome Warning Truncated dome 1.5' 1.5' 6" Curb 0" Curb 6" Curb Flare 2'-0" 4'-6" 2'-6" 2'-0" Curb Curb or Apron Flow line Curb and Gutter 5'-6" BOC to walk w/ vertical curb 5'-7" BOC to walk w/ drive over curb Conc. Flare & Back of Walk PT of Walk Truncated dome warning detection PT of curb return BOC- Back of curb - Property Line PT - Point of Tangency P L LEGEND: Varies 6" Panels Panels N OT TO SCALE 402 D6 SIDEWALK DETAIL ATTACHED SIDEWALK DETAIL Slope sidewalk to curb 1/4" per foot. NOTE: Construct sidewalk with joints at 10' intervals R 1/8" WEAKENED PLANE JOINT EXPANSION JOINT R1/4" and aligned with scoring on curb. INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 1/2" 1/4" 1/4 SLAB THICKNESS 1/4" 1/2" Expansion Joint material DETACHED SIDEWALK DETAIL Variable Landscaping Slope sidewalk to curb 1/4" per foot. 2' min. Slope: Minumum 1 4"/ft Maximum 3"/ft CONSTRUCTION SIDEWALK DETAIL LARIMER COUNTY STREET URBAN STANDARDS AREA DRAWINGS 1602 DRAWING REVISION DATE: 04/NO: 01/07 2 NOT TO SCALE 401 D6 STANDARD SIDEWALK Sidewalk Driveway LIP F.L. T.C. DRIVEWAY SIDEWALK SECTION A-A NOTE: 1. Sidewalk grade shall remain consistent across driveway 3. This detail applies to Residential & Commercial driveways. 6" 6" Residential Detached Sidewalk Attached Sidewalk 1/2" Expansion Joint Material 1/2" Expansion Joint Material � � 2. For driveway design requirements, see��. ��. 706 & 707. DETACHED ATTACHED 3'-0" 6'-0" All Sidewalk Thickness Shall Be 6" minimum. Min. STANDARD SIDEWALK STREET STANDARDS LARIMER URBAN COUNTY AREA REVISION NO: 1 CONSTRUCTION DRAWINGS DATE: 04/01/07 1601 DRAWING SIDEWALK 8" Commercial NOT TO SCALE 406 TRENCH DETAIL D6 12" (Water & Sewer) If this section is less than 4' of existing asphalt/concrete, it must be removed and replaced. Edge of Pavement or Lip of Existing Gutter Compacted Lifts of Suitable Materials Pavement Thickness Varies Varies 1" (min.) (See Note 9 below for Storm.) 4" (min.) 6" (max.) Trench Width Varies 2' (min.) Bedding Material Undisturbed Soil Utility Conduit New Asphalt/Concrete Clean Road Base Existing Road Base 6" Full Depth Asphalt or X/Y Composite Section NOTES: 1. All trenches shall be backfilled in accordance with the above detail unless otherwise specified by the Local Entity Engineer. 2. Prior to placement of asphalt/concrete, pavement edge shall be saw cut to a clean, vertical, and straight edge. 3. Where the surrounding soils are non-expansive, a sand/cement slurry (1 sack mix) may be substituted for backfill material. 4. Trench width shall not be more than 16" nor less than 12" wider than the outside diameter of the pipe. 5. Use a #4 rebar at centers along the perimeter of concrete replacement sections. 6. Refer to Chapter 22, Materials & Construction Specifications for compaction and testing requirements. 7. In unimproved areas, all disturbed areas shall be regraded, seeded & mulched. 8. In concrete roadways, a minimum of one entire concrete panel must be replaced. 9. Bedding material depth when installing storm sewer shall be up to spring line, except in areas of unsuitable backfill; then, bedding material shall be placed to a level 12" above pipe. LARIMER COUNTY URBAN AREA STREET STANDARDS CONSTRUCTION DRAWINGS REVISION NO: 1 DRAWING 2201 DATE: 08/07/00 TRENCH DETAIL NOT TO SCALE 400 D6 SIGN POST Max. Sign Panel 1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose from the post when hit by a vehicle. 2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground. Cross section of post 3" - 6" ABOVE GRADE 2 1/4" Anchor 3. Signs larger than 36 inches in length or width require wind bracing and special post design. NOTES: 4. Anchor Stub and post are square steel tube (perforated). Anchor/Stub Post Size CRITERIA FOR SINGLE POST 36" x 36" 2.25" x 2.25" x 3'-0" 2" x 2" x 12'-0" 5. All "No Parking" signs shall be installed at 45� from Flow Line. * * 2" x 2" x 10' OR 12' 12 GAUGE TELESPAR POST (22F12A31) 7'-0" MIN. CLEARANCE 2' - 3' FROM F Street Curb REVISION NO: 1 DATE: 04/01/07 STREET STANDARDS CONSTRUCTION DRAWINGS SIGN POST URBAN AREA LARIMER COUNTY DRAWING 1401 See Figure 16-1 SW SAMPLE AVE 2400 R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMOND GRADE. SIGN MOUNTED TO POST WITH 1 EACH DRIVE RIVET WITH NYLON WASHER AGAINST SIGN FACE (ON TOP OF THE SIGN). THE BOTTOM OF THE SIGN SHALL BE MOUNTED WITH 1 EACH 5/16"x2-1/2" HEW BOLT WITH METAL AND FROM NYLON WASHERS (NYLON WASHER AGAINST SIGN FACE) AND SECURED WITH 1 EACH 5/16" HEX NUT ON THE BACK SIDE OF POST. L 2-1/4" x 2-1/4" x 3' ANCHOR/STUB 2 EACH 8" BLADES MOUNTED TO POST WITH 4 EACH DRIVE RIVETS WITH NYLON WASHERS * 12 Gauge 30" 8" 8" 22 NOT TO SCALE 408 D6 PRIVATE OUTFALL VERTICAL CURB & GUTTER 1" 6" 4 1/6" 2" 1 1/2" 1'-6" 6" 12" 1'-6" 1 1/2" 6" 1" 6" 6" 4 1/2" 12" NOT TO SCALE 407 D6 PRIVATE INFLOW VERTICAL CURB & GUTTER R2" R1 1/2" R2" R1 1/2" C�� E�� D�� D�� D�� D�� D�� S�� U�� P�� & R�� T�� E�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: W�� & W�� U�� C�� F�� C��, C�� UTILITY PLAN APPROVAL E�� P�� DATE 3-5-00 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY AWA NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 8-14-12 JJC 0801DI APPROX. DRAIN AREA = 19.30 SQ IN APPROX. WEIGHT = 5.80 LBS ® �2012 NYLOPLAST DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES GRATE HAS LIGHT DUTY RATING QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF JUSTICE, 28 CFR PART 36. 16 X .50 1.25 DWG SIZE A SCALE 1:4 SHEET 1 OF 1 DWG NO. 7001-110-018 REV D 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 ��.��-��.�� 6 IN DROP IN TITLE PROJECT NO./NAME MATERIAL DATE REVD BY DATE 3-5-00 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY AWA NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 8-14-12 JJC 0601DI APPROX. DRAIN AREA = 9.98 SQ IN APPROX. WEIGHT = 3.54 LBS DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES GRATE HAS LIGHT DUTY RATING QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF JUSTICE, 28 CFR PART 36. ® �2010 NYLOPLAST 12 X .50 �7.87 1.25 .25 5.87 6" DROP IN GRATE NOT TO SCALE 309 D5 8" DROP IN GRATE NOT TO SCALE 308 D5 DRYWELL BASE TO STORM MANHOLE NOT TO SCALE 307 D5 21 NOT TO SCALE 310 INLET, TYPE C D5 Issue Date: File Name: PO Box 323, Wilsonville, Oregon 97070-0323 Tel: (503) 682-2844 Fax: (503) 682-2657 ��.��/�� 48" DRYWELL MANHOLE 020EMM48D-MH 48" DRYWELL MANHOLE 48" DRYWELL MANHOLE 2-18-2013 5'-0" 1'-6" OR 3'-0" 5" 2'-1" I.D. 5" 2'-11" O.D. 7" 4" 8" 7" 4'-10" O.D. 5" 2'-1" I.D. 2'-4" CAST IRON FRAMES AND COVERS ARE AVAILABLE IN A STANDARD 7" HEIGHT OR 3" SUBURBAN HEIGHT. (STANDARD 7" HEIGHT SHOWN) WEIGHT: (SEE PAGE 02c) FLAT TOP SLAB (OPTIONAL) WEIGHT: 1,525LBS 4" GRADE RING (SHOWN) 2", 4" & 6" AVAILABLE ECCENTRIC CONE (SHOWN) CONCENTRIC CONE (OPTIONAL) DRYWELL SECTION x 5'-0" PERFORATED WITH 14 COLUMNS OF 2 3/8"%%C HOLES, 8 HOLES IN EACH COLUMN (112 TOTAL). 4'-0" I.D. 4'-10" O.D. 5" 5" SECTION VIEW BASE UNIT (OPTIONAL) x 5'-0" WEIGHT: 6" 6 1/2" TYP. CITY OF VANCOUVER DRYWELL IS MANUFACTURED WITH PERFORATIONS ANGLED DOWNWARD TO THE OUTSIDE; ALL JOINTS ARE INVERTED. CLARK COUNTY DRYWELL IS MANUFACTURED WITH FOUR 6"%%C DRAINAGE HOLES IN THE BASE SLAB. C�� E�� D�� D�� D�� D�� D�� S�� U�� P�� & R�� T�� E�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: W�� & W�� U�� C�� F�� C��, C�� UTILITY PLAN APPROVAL E�� P�� SECTION 6, "BEDDING MATERIALS" FOR GRADATIONS. SUBDRAIN DETAIL TRENCH WIDTH AS SPECIFIED TRENCH WIDTH AS SPECIFIED ROCK EXCAVATION TRENCH WIDTH AS SPECIFIED GRANULAR MATERIAL UNSTABLE SUBGRADE TRENCH WIDTH AS SPECIFIED ROCK 1 1/2 IN. COMPACTED GRANULAR OR TRENCH WALL SLOPE COMPACTED MATERIAL GRANULAR NOTES: 2. 1. 6 IN. MIN. 4 IN. MIN. 12 IN. MIN. 1/8 PIPE O.D. OR 4 IN. MIN. SLOTTED PIPE PERFORATED OR GRAVEL FILTER BACKFILL COMPACTED DENSELY TRENCH WIDTH AS SPECIFIED CLASS C BEDDING TRENCH WIDTH AS SPECIFIED 1/4 PIPE O.D. SLOPE MATERIAL COMPACTED TRENCH DENSELY WALL PIPE O.D. + 8 IN. 1/4 PIPE O.D. MATERIAL COMPACTED DENSELY SLOPE TRENCH WALL MATERIAL PIPE O.D. 12 IN. MIN. OR 6 IN. MIN. 1/8 PIPE O.D. 3000 CONCRETE P.S.I. TRENCH WALL LOWER LIMIT OF UNIFORMLY SELECTED GRADED SLOPE GRADED COMPACTED ROCK OR MATERIAL GRANULAR COMPACTED PIPE O.D. 12 IN. MIN. TRENCH WALL LOWER LIMIT OF SLOPE COMPACTED DENSELY FILTER 6 IN. MIN. PIPE O.D. 1/OR 8 4 PIPE IN. MIN. O.D. PIPE O.D. BROKEN LARGE (IF CONCRETE, REQUIRED) STONES, ETC. MATERIAL LOWER LIMIT OF TRENCH WALL SLOPE DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: STORMWATER BEDDING REQUIREMENTS 1/12/00 D-1 SKC NYLOPLAST DROP IN GRATES FIT INSIDE ADS N-12/HANCOR DUAL WALL, SDR 35 SEWER PVC , & SCH 40 DWV PVC PIPE ® �2010 NYLOPLAST TOP SOIL RISER PIPE (CUT TO FIT) ADJUST TO 1.0' BELOW F.G. DROP IN GRATE (USE NYLOPLAST OR EQUAL) DWG SIZE A SCALE 1:8 SHEET 1 OF 1 DWG NO. 7001-110-017 REV E 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 ��.��-��.�� 6 IN - 24 IN DROP IN GRATE INSTALLATION TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY DATE 5-4-00 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY AWA NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 2-9-10 EBC 0601DI 0801DI 1001DI 1201DI 1501DI 1801DI 2401DI 90� BEND PVC ROOF DRAIN PIPE 45� MAX. GRANULAR MATERIAL CONFORMING TO CDDH #67 ROOF DRAIN WYE NOT TO SCALE 306 D4 90� BEND COORDINATE LOCATION OF DOWNSPOUTS PRIOR TO INSTALLATION OF TEMPORARY TWIST-OFF CAP DROP IN GRATE INSTALLATION DROP IN GRATE INSTALLATION NOT TO SCALE BED WITH NATIVE COMPACTED TO 95% STANDARD PROCTOR DENSITY 302 D4 303 D4 20 DWG SIZE A SCALE 1:8 SHEET 1 OF 1 DWG NO. 7001-110-017 REV E 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 ��.��-��.�� 6 IN - 24 IN DROP IN GRATE INSTALLATION TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY DATE 5-4-00 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY AWA NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 2-9-10 EBC 0601DI 0801DI 1001DI 1201DI 1501DI 1801DI 2401DI ® �2010 NYLOPLAST NYLOPLAST DROP IN GRATES FIT INSIDE ADS N-12/HANCOR DUAL WALL, SDR 35 SEWER PVC , & SCH 40 DWV PVC PIPE TOP SOIL RISER PIPE (CUT TO FIT) ADJUST TO 1.0' BELOW F.G. DROP IN GRATE (USE NYLOPLAST OR EQUAL) 301 D4 NOT TO SCALE TYPE 13 GRATED INLET 8" 8" 8" 8" 8" D INV. ELEV OUT SHOWN ON PROFILE H (VARIES) PIPE BEDDING OUTLET PIPE IN SIDE OR END WALL H (VARIES) STD VALLEY GUTTER SECTION BICYCLE AND PEDESTRIAN %SECTION THRU LENGTH A-A %SECTION THRU WIDTH B-B 8" 8" 3" Y Y ALL DIMENSIONS ARE OUT-TO-OUT OF BAR. X 1' 1' X X 403 402 401 %BENDING DIAGRAM NOTES: CONCRETE SHALL BE CLASS B. INLET MAY BE CAST-IN-PLACE OR PRECAST. CAST-IN-PLACE CONCRETE WALLS SHALL BE FORMED ON BOTH SIDES. EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 IN. REINFORCING BARS SHALL BE DEFORMED AND SHALL HAVE A 2 IN. MINIUMUM CLEARANCE. STEPS SHALL BE PROVIDED WHEN INLET DIMENSION "H" EXCEEDS 3 FT. - 6 IN. AND SHALL BE IN ACCORDANCE WITH AASHTO M 199. ALL GRATES AND FRAMES SHALL BE GRAY OR DUCTILE CAST IRON CONFORMING TO CITY OF LOVELAND SPEC. 05500. GRATES AND FRAMES SHALL BE DESIGNED TO WITHSTAND HS 20 LOADING. ALL REINFORCING BARS SHALL BE NO. 4 BARS. DIMENSIONS FOR C.I.P. PRECAST WALLS & FLOOR THICKNESS ARE MINIMUM 6" STORM DRAIN MARKER TO BE PROVIDED BY THE CITY OF LOVELAND & INSTALLED PER DIRECTION OF THE CITY. INFORMATION FROM CDOT STANDARD PLAN M-604-13 IS REFERENCED IN THIS DETAIL. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 10" TO 14" 6" 401 @ EQUAL SPACING AT 9"� 403 @ 8" O.C. 403 @ 8" O.C. B B A A 4'-3 1/2" 4' ℄GUTTER TYPE 2 %PLAN OF TYPE 13 INLET FOR VALLEY GUTTER CAST GRATING (TYP.) Y SAFE GRATE AND FRAME BACK FILL WITH CLASS 67 GRANULAR MATERIAL HAND TAMPED IN 6" LIFTS. SLOPE FLOOR UNDISTURBED GROUND OR FIRM FOUNDATION MAT'L. 19 1 2" 35 1 2" 4'-0" 402 @ 8" O.C. 304 D4 DRY WELL DETAIL A B� C PART # GRATE OPTIONS 8" 90� 4 2808AG PEDESTRIAN/STANDARD SOLID BRONZE DOME DROP IN 10" 90� 4 2810AG PEDESTRIAN/STANDARD SOLID BRONZE DOME DROP IN 12" 60� 6 2812AG PEDESTRIAN STANDARD SOLID BRONZE DOME DROP IN 15" 60� 6 2815AG PEDESTRIAN STANDARD SOLID BRONZE DOME DROP IN 18" 45� 8 2818AG PEDESTRIAN STANDARD SOLID N/A DOME DROP IN 24" 45� 8 2824AG PEDESTRIAN STANDARD SOLID N/A DOME DROP IN 30" 36� 10 2830AG PEDESTRIAN STANDARD SOLID N/A DOME N/A A - BASIN SIZE B� - ANGLE BETWEEN MANHOLES, C - NUMBER OF HOLES 4" MIN ON 8" - 24" 6" MIN ON 30" A A DWG SIZE A SCALE SHEET 1 OF 1 DWG NO. 7001-110-181 REV B 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 ��.��-��.�� 8 IN - 30 IN PERFORATED DRAIN BASIN WITH STANDARD GRATE QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE APPD BY DATE 2-14-06 DRAWN BY EBC 2-14-06 CJA 1:40 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 5' DEPTH TO INVERT USE CAP REDUCER AND DOME GRATE 1 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS SEE DRAWING NO. 7001-110-065 2 - PERFORATIONS SHOULD NOT BE ON OR WITHIN 1" OF ANY EDGE OR FITTING. 3 - HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN. 4 - GRATES SHALL MEET H-10 LOAD RATING FOR 12" - 24" PED 5 - GRATES SHALL MEET H-20 LOAD RATING FOR 30" PED & 12" - 30" STD & SOLID 6 - ALL BRONZE GRATES, DROP IN GRATES, & 8" & 10" PED/STD GRATES & SOLID COVERS ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY NYLOPLAST DRAIN BASIN:28 _ _ AG _ _X B� C 2" MIN � .375" MAX TOP & FRONT VIEW HOLE SIZE & LOCATION NTS ENLARGED TO SHOW DETAIL A 2 THE BACKFILL MATERIAL SHALL BE WASHED ROCK MIN 3 4" TO 4" OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS ASTM #2 W/ 35% VOIDS. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. FILL TOP OF DRAIN BASIN (ABOVE GRATE) WITH 1 1 2" WASHED ROCK. TOP WITH GEOTEXTILE FABRIC. TOP WITH 6" OF 3 8" WASHED CHIP LEAVE BOTTOM OPEN COBBLE MULCH (3"-6" CLEAN RIVER ROCK) 5' EACH WAY 5' MIN. 5' MIN. WIDTH WIDTH GEO-TEXTILE FABRIC UNGER COBBLES D D - DEPTH VARIES. 6'-0" MAX. MINIMUM DEPTH SHALL BE 2'-0" BELOW ANY ENCOUNTERED GROUNDWATER. DWG SIZE A SCALE 1:16 SHEET 1 OF 1 DWG NO. REV 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 ��.��-��.�� 24 IN PERFORATED DRAIN BASIN WITH 24 IN X 12 IN CAP REDUCER & DOME GRATE TITLE PROJECT NO./NAME MATERIAL DATE APPD BY DATE 6-2-06 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 6-2-06 CJA 2.00" MIN � .375" BASIN SHOULD BE PERFORATED WITH 8 HOLES PER ROW (1 EVERY 45�) HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN FRONT VIEW HOLE SIZE & LOCATION NTS ENLARGED TO SHOW DETAIL 24" X 12" CAP REDUCER TOP VIEW 12" DOME GRATE (1299CGD) 24" DRAIN BASIN BODY WITHOUT BOTTOM CAP D U C T I L E I R O N - D O N O T P O L L U T D R A I N S T O W A T E R W A Y S E N Y L O P L A S T GRATED INLET COVER MAX 1" SLOTS FILL WITH 1 1 2 " WASHED ROCK FILL CAP REDUCER W/ MIN 6" OF 3 8" WASHED CHIP GEOTEXTILE FABRIC BIORETENTION MEDIA DETAIL 4" BIORETENTION MEDIA 60% SAND 40% TOPSOIL GEOTEXTILE FABRIC 6" THICK ASTM #2 COMPACTED WASHED-ROCK NATIVE SOIL NOTE: ALL DRY WELL GRATES SHALL BE SURROUNDED WITH 5' COBBLE MULCH (SEE DETAIL THIS SHEET). BIORETENTION MEDIA SHALL BE INSTALLED FROM 5' TO 20' EACH WAY 305 D4 INLET SCHEDULE NOT TO SCALE C�� E�� D�� D�� D�� D�� D�� S�� U�� P�� & R�� T�� E�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: W�� & W�� U�� C�� F�� C��, C�� UTILITY PLAN APPROVAL E�� P�� SLOPE GROUND SURROUNDING METER PIT AWAY FROM LID AT 2% GRADE OR GREATER. 9. 8. 7. 6. 5. 1. 3. 2. %GENERAL NOTES: 8" 12" (MIN.) PIPE BRACE 1" DIA. IRON (TYP.) 2' (MAX.) 2% SLOPE GRADE RINGS (IF REQUIRED) PRE-CAST CONCRETE BEFORE BACKFILLING AND GROUT KNOCKOUT ARMOUR-FLEX TUBING MANHOLE PRECAST CONCRETE CURB BOX (TYP. ALL JOINTS) PLASTIC GASKETS PRE-FORMED 1-1/2" METERS FLOW 2" METERS 17 1/4" FOR 13 1/4" FOR SETTER METER 12" O.C. MANHOLE RUNGS 48" ALUMINUM MANHOLE RING AND COVER WITH LOCK NUT 24" 54" (MIN.) 66" (MAX.) INSTALL LID 1/2 IN. ABOVE FINAL LANDSCAPED GRADE MASTIC MORTAR OR 16" (MAX.) 7" (MIN.) FINISHED GRADE AMR POD (FORD YOKE BOX PART #YUC-7 WITH FORD YOKE BOX LID PART #YL-TP WITH 1 27/32" DIA. HOLE AND REMOVABLE PLUG) 3" (MAX.) 1" (MAX.) 1/2" EMT OR PVC VAULT OR PIT TOP INTO YOKEBOX 2' (MAX.) 3/4" ROCK FOR GRADE ADJUSTMENT (IF REQ'D) 12" (MIN.) (MAX.) (TYP.) TOP OF AMR LID TO BE 1/2" ABOVE FINISHED GRADE CONDUIT THROUGH 10. A SEPERATE AMR POD MUST BE INSTALLED FOR EACH METER REGISTER. 4. THE METER PIT AND AMR POD(S) MUST REMAIN OPEN AND ACCESSABLE FOR METER READING AND MAINTENANCE. CURB STOP REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 STANDARD SETTING FOR 1-1/2 IN. AND 2 IN. WATER METERS 16A 4/11/11 SIDE. BASIN. NOT TO SCALE 11 207 2" & 2" METER SETTING D3 PLAN VIEW 48" DIA. BEFORE BACKFILLING ARMOUR-FLEX TUBING AND GROUT KNOCKOUT BOX CURB FLOW 2' (MAX.) 1" DIA. IRON (TYP) PIPE BRACE MANHOLE RUNGS BELOW LID) METER (PLACED 12" O.C. 24" DIA. PRECAST CONCRETE MANHOLE 8" x 8" CONCRETE BLOCK (TYP.) AND REMOVABLE PLUG) WITH 1 27/32" DIA. HOLE YOKE BOX LID PART #YL-TP PART #YUC-7 WITH FORD AMR POD (FORD YOKE BOX %GENERAL NOTES: 1. LOCATION AND ALIGNMENT OF AMR POD ON PIT TOP CAN VARY. 2. SEE DETAIL 16-A FOR ADDITIONAL METER PIT INFORMATION. REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 STANDARD SETTING FOR 1 1/2 IN. AND 2 IN. WATER METERS (PLAN VIEW) 16B 4/11/11 NOT TO SCALE 208 D3 NOT TO SCALE 209 CP TEST AND LOCATER STATION BOX D3 CP TEST STATION U S A {1 1/8"} 7/16" 3 1/2" 7 5/16" 2" 5/8" 5 3/4" A S U I E J W STATION LOCATOR LID PLAN VIEW LID SECTION VIEW VALVE BOX SECTION VIEW 9" 6 1/8" 10" 7 9/16" 2 1/16" CLOSED PICKHOLE (TYPICAL OPPOSITE SIDE) 1/2" RAISED LETTERING (RECESSED FLUSH) REFERENCE SPECIFICATIONS 02622-2 THROUGH 02622-4 FOR LOCATOR FOR CP TEST STATION INFORMATION. REFERENCE SPECIFICATIONS 16640-5 STATION BOX INFORMATION. REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 CP TEST AND LOCATOR STATION BOX 25 4/11/11 W J E I NOT TO SCALE 211 VALVE EXTENSION DETAIL D3 NOT TO SCALE 210 VALVE BOX ASSEMBLY D3 STREET STREET VALVE (TYPICAL) HYDRANT SECONDARY FIRE HYDRANT (TYPICAL) LOCATOR STATION PVC MAIN TRACER WIRE NOTES: 1. TRACER WIRE TO BE PLACED ALONG TOP CENTERLINE OF MAIN AND SECURED AS NECESSARY TO PREVENT MOVEMENT OF WIRE. TRACER WIRE SHALL BE SINGLE CONDUCTOR #12 STRANDED COPPER WITH TYPE THNN OR THWN FOR LOCATOR STATION DETAILS SEE DETAIL 25 2. 3. 4. TRACER WIRES FOR PERPENDICULAR MAINS AT STREET INTERSECTIONS ARE NOT TO BE SPLICED TOGETHER. SEE NOTE 4 (TYPICAL) INSULATION DESIGNATED FOR DIRECT BURY. TRACER WIRE SHALL BE CONTINUOUS (WITHOUT SPLICES) WHENEVER POSSIBLE. WHEN SPLICES ARE REQUIRED, ALL SPLICES OF TRACER WIRE SHALL BE MADE USING BRASS SPLIT-BOLT CONNECTORS AND ROYSTON "MINI SPLICE-RIGHT" SPLICE KITS. REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 PVC WATER MAIN TRACER WIRE DETAIL 30 4/11/11 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 WATER MAIN SEAT VALVE RESILIENT CAST IRON VALVE BOX CAST IRON PER CITY OF FORT COLLINS AND AWWA SPECS. ALL VALVES TO BE 8 MIL POLY WRAPPED. T-BOLTS, NUTS AND RODS ALL VALVE BOXES TO BE OF CAST IRON CONSTRUCTION, TWO PIECE TO BE TAR COATED BEFORE WRAPPED. THREADED ADJUSTABLE DESIGN PER CITY OF FORT COLLINS SPECS. VALVE BOX W\CAST IRON LID MARKED "WATER" ALL VALVES TO BE RESILIENT SEAT, EPOXY COATED INSIDE AND OUT UNEXCAVATED A EARTH SECTION A-A ASPHALT A HAND BACKFILL IN 3" LAYERS AND TAMP OPERATING NUT BACKFILL IN 6" LAYERS AND TAMP 2" SQUARE OPEN RIGHT BACKFILL METHOD DEPENDING ON LOCATION 11 2" & 2" METER SETTING (PLAN VIEW) 19 C�� E�� D�� D�� D�� D�� D�� S�� U�� P�� & R�� T�� E�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: W�� & W�� U�� C�� F�� C��, C�� UTILITY PLAN APPROVAL E�� P�� 10 TRENCH BOTTOM REINFORCING BAR (SEE TABLE) 16 14 12 4 3 (FT. ) (FT. 3 ) (FT. 3 ) 15.9 35.3 62.4 8.6 19.1 33.8 4.4 9.7 17.2 95.4 136.4 184.7 51.6 73.8 100.0 26.3 37.6 51.0 240.9 130.4 66.5 LESS THAN 60CF 90CF 133CF NO. OF BARS & SIZE 2 2 2 1/2 IN. 5/8 IN. 3/4 IN. BAR SIZES FOR 150 P.S.I. RESTRAIN ALL FITTINGS AND JOINTS. VOLUMES SHOWN IN TABLE ARE BASED ON 150 P.S.I. INTERNAL STATIC PRESSURE. VALUES FOR ANY PRESSURE MAY BE OBTAINED BY MULTIPLYING TABULATED VALUES BY A CORRECTION FACTOR "F". "F" = (ANCHORS REQUIRED FOR FOR 150 VERTICAL P.S.I. PRESSURE)BEND GRAVITY . ACTUAL PRESSURE 150 GRAVITY ANCHOR DETAIL REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 WATER MAIN LOWERING GRAVITY BLOCKS 4B 4/11/11 NOT TO SCALE 204 D2 WATER MAIN LOWERING GRAVITY BLOCKS All residential water service shall be installed in the center of the lot All water and sanitary sewer service shall have a minimum of the curb stop and meter pit, and no trees within 10 feet of curb and meter pit. No landscaping (shrubs, boulders, etc.), retaining walls or fences allowed within 4 feet Use type K copper for the service from the corporation stop to a minimum of 5 feet up to and including the curb stop. The owner is responsible for service from the The City is responsible for maintaining the water main, corporation stop, and service piping Locate curb box and meter pit according to the approved utility drawings. Install 1 1/2 inch and 2 inch services with tapped tee and corporation stop at time of unless otherwise approved by the Utility. horizontal separation of ten feet. past the meter pit. No couplings allowed between curb stop and meter setting. curb stop, including the outlet coupling to the building. construction or use a tapping saddle. 9. 8. 4. 6. 7. 5. 3. 2. IN FACE OF CURB CUT 4 INCH CROSS PAVEMENT CURB BOX 66 INCH MAX. 54 INCH MIN. CURB, GUTTER AND SIDEWALK DISTANCE VARIES 1 FT. PROPERTY OR EASEMENT LINE GRADE FINAL LANDSCAPED REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 TYPICAL WATER SERVICE 11 4/12/11 CORPORATION STOP FOR 3/4 AND 1 INCH SERVICES 1 INCH SERVICES 205 TYPICAL WATER SERVICE D2 DESIGNATED SPRINKLER SERVICE FLOW 5 FT. MIN. METER PIT PIT METER FLOW SPRINKLER TAP OFF DOMESTIC SERVICE SERVICE MAIN VACUUM BREAKER (FROM OUTLET SIDE OF METER PIT TO SHUT-OFF VALVE TEE) IRRIGATION SHUT-OFF VALVE (STOP AND WASTE VALVE NOT PERMITTED) IRRIGATION SHUT-OFF VALVE (STOP AND WASTE VALVE NOT PERMITTED) AIR-INJECTION PORT (TOP OF PIPE MAX. 3/8" DIA. WITH CAP OR PLUG) RECOMMENDED) (3/4" OR LARGER PORT DOWNSTREAM OF VACUUM BREAKER AIR-INJECTION REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 SPRINKLER SYSTEM DETAIL 13 4/11/11 NOT TO SCALE 206 SPRINKLER SYSTEM DETAIL D2 RETAINER GLANDS INSTALL MEG-A-LUG SEE DETAIL 2 FOR THRUST BLOCK SIZING. AS APPLICABLE. SECTION 02615-2.6A OR SECTION 02622-2.2A ALL D.I.P. PIP AND FITTINGS SHALL BE WRAPPED ALL FITTINGS AND JOINTS IN LOWERING AREA SEE DETAIL 4B FOR GRAVITY BLOCK SIZING. WITH POLYETHYLENE ENCASEMENT. TO BE RESTRAINED IN ACCORDANCE WITH GENERAL NOTES: 4. 3. 2. 1. 49"-66" >66" 25"-48" 4"-24" D UTILITY BEING CROSSED THRUST BLOCK (TYP.) GRAVITY ANCHOR (TYP.) SEE DETAIL 4B SEE DETAIL 2 L (ft) (Typ) 18 IN. MIN. D L (ft) STREET GRADE 7' 10' 5' 3' L(ft) WATER MAIN PROPOSED (TYP.) REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 WATER MAIN LOWERING 4A 4/11/11 FIRE HYDRANT PIPING, VALVES, ETC. SHALL BE WRAPPED IN WALLS OR FENCES ALLOWED WITHIN 4 FEET OF FIRE HYDRANT. NO LANDSCAPING (TREES, SCRUBS, BOULDERS, ETC.), RETAINING GATE VALVE RESILIENT SEAT POLYETHYLENE 8 MIL SHEET OF MUST REMAIN CLEAR OF 24 INCH MIN. CONCRETE BLOCK (REF. SECTION 02644) THRUST BLOCK 12 IN. POLYETHYLENE. JOINTS RESTRAINED (REF. SECTION 02644) HYDRANT GRAVEL 6 INCH DIA. PIPE OBSTRUCTIONS NOTES 18 IN. 0.1 FT.-0.2 FT. FLOW-FILL 12 IN. OR BACK OF CURB EDGE OF SIDEWALK HYDRANT DRAIN OPENINGS MINIMUM 30 INCHES 66 INCHES 54 INCHES MAXIMUM MINIMUM LOCATOR STATION (SEE DETAIL 25) WATROUS PACER 250 NUMBER A-423 OR MUELLER HYDRANT 22 IN. 18 IN. to THRUST BLOCK SWIVEL TEE SECTION 02641) MAIN ONLY) (PVC WATER TRACER WIRE (REFERENCE VALVE BOX REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 FIRE HYDRANT INSTALLATION 3 4/8/11 PIPE SIZE BENDS TEE OR DEAD END 22 1/2 45 90 6" 8" 12" 1.0 1.5 3.0 1.5 2.5 4.5 2.5 4.5 9.0 4.5 8.0 16.5 3.5 5.5 12.0 MINIMUM BEARING SURFACE AREA (SQ. FT.) Bearing surface areas shown in chart are minimum. All fittings to be wrapped with polyethylene. Pipe installed under conditions different from those normally encountered shall require thrust blocks designed for those particular conditions. Thrust blocks on pipe larger than 16 inches diameter shall be designed for conditions existing at the installation site. Refer to Section 03300 for concrete requirements. 1. 2. 3. 4. 5. GENERAL NOTES: UNDISTURBED SOIL POLYETHYLENE BOND BREAKER UNDISTURBED SOIL BOND BREAKER POLYETHYLENE BEARING SURFACE POLYETHYLENE BOND BREAKER UNDISTURBED SOIL BEARING SURFACE SOIL UNDISTURBED BEARING SURFACE POLYETHYLENE BOND BREAKER BEDDING MATERIAL 2/3 DIA. TEE TYPICAL BEND TYPICAL CROSS-SECTION DEAD END BEARING SURFACES ARE A MINIMUM REQUIREMENT AND DO NOT RELIEVE DESIGN ENGINEER OF RESPONSIBILITY TO DESIGN EACH THRUST BLOCK. 16" 4.8 9.6 18.9 34.7 24.5 REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 STANDARD CONCRETE THRUST BLOCKS 2 4/8/11 BOTTOM OF PIPE AND A MINIMUM OF 12 INCHES ABOVE TOP OF PIPE. GRANULAR BEDDING MATERIAL SHALL BE A MINIMUM OF 4 INCHES BELOW INITIAL 12 IN. LIFT MIN. PIPE O.D. 4 IN. MIN. GRANULAR MATERIAL BEDDING ZONE NOTE: * INITIAL LIFT SHALL NOT EXCEED 2 FEET IN DEPTH. TRENCH WALL LOWER LIMIT OF SLOPING TRENCH IN WIDTH SECTION AS 02221 SPECIFIED * REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 WATER MAIN BEDDING REQUIREMENTS (DIP & PVC) 1 4/8/11 18 C�� E�� D�� D�� D�� D�� D�� S�� U�� P�� & R�� T�� E�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: W�� & W�� U�� C�� F�� C��, C�� UTILITY PLAN APPROVAL E�� P�� COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 * DATE REVISED: SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL BEDDING REQUIRMENTS WW-1 NBJ 4/11/11 ALTERNATE BASE POURED INVERT PRECAST MANHOLE BASE 2 IN. MIN. SLOPE 1 IN. MIN. 8 IN. MIN. 6 IN. 15 IN. OR LESS 48 IN. 18 IN. TO 30 IN. 60 IN. OVER 30 INCHES 72 IN. MIN. MANHOLE MINIMUM INSIDE DIAMETER OF DIAMETER MANHOLE SHALL BE AS FOLLOWS: PIPE SIZE 5 FT. MIN. DEPTH CONCRETE ADJUSTMENT SHIMS GROUTED INSIDE ASTM C-478 ECCENTRIC CONE PRE-FORMED PLASTIC GASKET ASTM C-478 MANHOLE SECTIONS GROUT BASE TO BARREL SECTION ON INSIDE PRE-FORMED PLASTIC GASKET CAST-IN-PLACE CONCRETE BASE 16 IN. MAX. FINISHED GRADE 30 IN. MIN. 48 IN. MAX. VARIABLE 28 IN. MAX. 24 IN. SEE TABLE 6 IN. 12 IN. SLOPE 1 IN./FT. 18 IN. MAX. MANHOLE RUNGS 12 IN. O.C. 8 IN. MIN DATE REVISED: SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL STANDARD MANHOLE WW-3 NBJ 4/11/11 NOT TO SCALE 101 D1 STANDARD MANHOLE NOT TO SCALE 102 D1 SERVICE WYE DETAIL NOT TO SCALE 103 D1 SANITARY SEWER CLEAN OUT PLAN VIEW CROSS VIEW 45 ELBOW SERVICE WYE 8 IN. PVC SEWER PIPE COMPACTED GRANULAR MATERIAL AIR-TIGHT PLUG WITH 4 IN. X 4 IN. MARKER UNYIELDING PIPE BEDDING OF COMPACTED ROCK OR LEAN CONCRETE PVC SEWER PIPE NOTE: WYE CONNECTION NOT ALLOWED ON VCP LEAN CONCRETE o 20 MIN. o 45 MAX. o TRENCH UNYIELDING PIPE BEDDING OF COMPACTED ROCK OR 4 IN. X 4 IN. MARKER AIR-TIGHT PLUG DATE REVISED: SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL SERVICE WYE DETAIL WW-9 NBJ 4/11/11 SERVICE CLEANOUT REQUIREMENTS 2. 3. 1. SLOPE TO MATCH SRV. GRADE AS REQ'D TRAFFIC/PAVED AREAS NTS 6" PVC PIPE CUT TO MATE w/ BELL FLOW CONTINUATION OF SEWER LINE COUPLING SRV. PIPE 4"-45 ELBOW 45 6"WYE x6"x4" VARIES COMPACTED GRANULAR 4" PVC SDR 35 PIPE & FITTINGS (TYP.) FROM BOTTOM OF BEDDING ZONE TO TOP OF ELBOW MATERIAL PVC SLIP VALVE BOX AND COVER W/ "SEWER" CAST INTO COVER SCREW-ON WATER TIGHT PLUG 4. 2'x2'x6" DEEP CONCRETE COLLAR SEWER SERVICE CLEANOUTS SHALL BE INSTALLED AS NEAR AS PRACTICAL TO BUILDING CONNECTION, AT ALL BEND COMBINATIONS GREATER THAN 45 AND AT A MAXIMUM SPACING OF 100'. NO SINGLE BEND GREATER THAN 45 SHALL BE ALLOWED. CLEANOUTS SHALL MEET ALL REQUIREMENTS OF THE UNIFORM PLUMBING CODE. FERNCO OR CAULDER COUPLINGS SHALL NOT BE ALLOWED AT SPLICES, UNLESS EXIST. SEWER SERVICE IS CLAY. CLEANOUT SHALL BE CONSTRUCTED SO THAT SURFACE LOAD WILL NOT BE TRANSFERRED TO MAIN ELBOW COMPACTED GRANULAR 45 WYE 4"-45 6"x6"x4" SRV. GRADE AS REQ'D w/ BELL CUT SRV. TO MATE PIPE VARIES PIPE 6" PVC FLOW SLOPE TO MATCH MATERIAL TOP OF ELBOW BEDDING ZONE TO FROM BOTTOM OF & FITTINGS (TYP.) 4" PVC SDR 35 PIPE OVER CLEANOUT PVC COUPLING SLIP OF SEWER LINE CONTINUATION ACCESS COVER HEAVY-DUTY FINISHED GRADE LANDSCAPED AREAS NTS 6" MIN. {D = RE: STRUCTURAL} {TOP WAT/FIRE = {12" MIN.RE: } PLAN} 5' (TYP.) SEE NOTE 1 {SS INV = RE: PLAN} {5.5' MIN.} {FF ELEV = RE: PLAN} {NOTES: }1.SITE CONTRACTOR TO END SEWER AND WATER SERVICES 5' AWAY FROM ALL BUILDINGS (TYP.). BUILDING PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR EXTENDING UTILITIES FROM THIS POINT OF CONNECTION TO RISERS UNDER SLAB. 2.SITE CONTRACTOR TO END FIRE LINE 1' ABOVE FFE INSIDE RISER ROOM AND CAP. 1' (TYP.) NOT TO SCALE 104 D1 TYPICAL POINT OF CONNECTION 17 C�� E�� D�� D�� D�� D�� D�� S�� U�� P�� & R�� T�� E�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: W�� & W�� U�� C�� F�� C��, C�� UTILITY PLAN APPROVAL E�� P�� 0" ON PAVEMENT 12" 12" ANY GAP AT JOINT SHALL BE FILLED WITH 1 1/2" CRUSHED ROCK AND WRAPPED WITH ADDITIONAL WIRE MESH SECURED TO ENDS OF ROCK REINFORCED BERM SEE JOINT DETAIL, THIS SHEET A AREA INLET (TYPE C SHOWN) REINFORCED ROCK BERM SEE SB DETAIL 5. REINFORCED ROCK BERM SHALL BE CONSTRUCTED IN ONE PIECE OR SHALL BE CONSTRUCTED USING JOINT DETAIL. ON ENDS OF BERM. 4. WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6-INCH CENTERS ALONG ALL JOINTS AND AT 2-INCH CENTERS "CHICKEN WIRE"). ROLL WIDTH SHALL BE 48-INCHES. 3. WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1.0 INCH (COMMONLY TERMED MINUS). RECYCLED CONCRETE MEETING THIS GRADATION MAY BE USED. 2. CRUSHED ROCK SHALL BE FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH GRADATION SHOWN IN CDOT SECT. 703-2, #4 aggregate (1-1/2" INLET PROTECTION AFTER INLET CONSTRUCTION OF AFTER PAVEMENT SHALL BE INSTALLED WITHIN 48 HOUR AFTER INLET CONSTRUCTION OR PAVING IS COMPLETED. 1. INLET PROTECTION INSTALLATION NOTES INLET PROTECTION MAINTENANCE NOTES OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. 4. WHEN INLET PROTECTION AT AREA INLETS IS REMOVED, THE DISTURBED AREA SHALL BE COVERED WITH TOP SOIL, DRILL SEEDED AND CRIMP MULCHED, OR JURISDICTION APPROVES EARLIER REMOVAL OF INLET PROTECTION IN STREETS. 3. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS APPROVED, UNLESS THE LOCAL INCHES OF THE CREST. 2. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH UPSTREAM OF ROCK BERM IS WITHIN 2-1/2 NECESSARY. INSPECT MORE FREQUENTLY DURING WINTER CONDITIONS DUE TO FREEZE/THAW PROBLEMS. REPAIRS AS NEEDED. 1. THE SWMP MANAGER SHALL INSPECT INLET PROTECTION WEEKLY, DURING AND AFTER ANY STORM EVENT AND MAKE REPAIRS OR CLEAN OUT AS DETAIL BASED ON DETAILS PROVIDED BY DOUGLAS COUNTY MANHOLE ROCK BERM SHALL CURB INLET 2"x 4" WOOD STUD EXTENDED INTO CONCRETE BLOCKS WIRE ENCLOSED 1 1/2" WASHED ROCK CONCRETE BLOCKS CURB INLET GRAVEL FILTER WIRE SHALL ENCLOSED BE 2"x4" WOOD STUD OVERFLOW FILTERED RUNOFF %SECTION A-A A A %PLAN VIEW {CURB INLET GRAVEL FILTER (CONTINUOUS GRADE)} %SECTION B-B %PLAN VIEW B B ROCK BERM SHALL BE PLACED TIGHTLY AGAINST CURB FACE WIRE ENCLOSED 1 1/2" WASHED ROCK CURB AND GUTTER CURB AND GUTTER BE PLACED TIGHTLY AGAINST CURB FACE GRAVEL FILTER 1/2" TO 1" BELOW TOP OF CURB TUBULAR MARKER IF AREA ADJACENT TO CURB INLET BOX IS NOT STABILIZED, INSTALL A TEMPORARY SEDIMENT/EROSION CONTROL BMP UNTIL THE SURROUNDING AREA IS SUFFICIENTLY STABILIZED. TUBULAR MARKER TUBULAR MARKER 2' 3' 4' CURB INLET WIRE ENCLOSED SETTLED RUNOFF GRAVEL FILTER CURB INLET MANHOLE {CURB INLET BLOCK AND GRAVEL FILTER (INLET IN SUMP)} INTERIM CONFIGURATION INLET PROTECTION IN STREETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. INLET PROTECTION (AFTER PAVING) SHALL BE INSTALLED WITHIN 48 HOURS AFTER PAVING IS PLACED. WASHED ROCK SHALL COMPLY WITH A 1-1/2" MINUS GRADATION. WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL BE 48". TUBULAR MARKERS SHALL MEET REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). OTHER CURB INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY. {GENERAL NOTES: }1. 2. 3. 4. 5. THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH UPSTREAM OF ROCK BERM IS 2 1/2" OF THE CREST. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED. UNLESS THE CITY ACCEPTS EARLIER REMOVAL OF INLET PROTECTION IN STREETS. {MAINTENANCE NOTES: }1. 2. 3. 4" MIN 5" MAX BMP WIDTH VARIES BMP WIDTH VARIES BMP WIDTH VARIES BMP WIDTH VARIES TUBULAR MARKER TUBULAR MARKER 2 NOT TO SCALE 505 DT7 CURB INLET PROTECTION NOT TO SCALE 506 DT7 AREA INLET PROTECTION CIP IP 16 C�� E�� D�� D�� D�� D�� D�� S�� U�� P�� & R�� T�� E�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: W�� & W�� U�� C�� F�� C��, C�� UTILITY PLAN APPROVAL E�� P�� A 20 FOOT WATTLE USES 5 STAKES A 12 FOOT WATTLE USES 4 STAKES STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE. LEAVING 2 - 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. A HEAVY SEDIMENT LOAD WILL TEND TO PICK THE WATTLE UP AND COULD PULL IT OFF THE STAKES IF THEY ARE DRIVEN DOWN TOO LOW. IT MAY BE NECESSARY TO MAKE A HOLE IN THE WATTLE WITH A PICK END OF YOUR MADDOX IN ORDER TO GET THE STAKE THROUGH THE STRAW. WHEN STRAW WATTLES ARE USED FOR FLAT GROUND APPLICATIONS, DRIVE THE STAKES STRAIGHT DOWN; WHEN INSTALLING WATTLES ON SLOPES, DRIVE THE STAKES PERPENDICULAR TO THE SLOPE. DRIVE THE FIRST END STAKE OF THE SECOND WATTLE AT AN ANGLE TOWARD THE FIRST WATTLE IN ORDER TO HELP ABUT THEM TIGHTLY TOGETHER. IF YOU HAVE DIFFICULTY DRIVING THE STAKE INTO EXTREMELY HARD OR ROCKY SLOPES, A PILOT BAR MAY BE NEEDED TO BEGIN THE STAKE HOLE. 1"x 1" WOOD STAKES 18"-24" BAILING WIRE OR NYLON ROPE WATTLE "A" WATTLE "B" 1' 1' 2' TYP. 1' 1' WATTLES - DETAIL B W2 NOTES: INSTALLATION: STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. WHEN INSTALLING RUNNING LENGTHS OF WATTLES, TO PREVENT SHIFTING, BUTT THE SECOND WATTLE TIGHTLY AGAINST THE FIRST. DO NOT OVERLAP THE ENDS. STAKES SHOULD BE DRIVEN 1 FT. FROM END, ACROSS FROM AND ON EACH SIDE OF WATTLE LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO STAKES IN AN HOUR GLASS FORMATION (FRONT TO BACK OF WATTLE "A", ACROSS TO FRONT OF WATTLE "B", ACROSS TO BACK AND BACK TO FRONT OF WATTLE "A"). STAKES SHOULD THEN BE DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. SEDIMENT DEPOSITION ZONE STORM WATER LINE WEIGHTED WATTLE LIP OF GUTTER SIDEWALK EXISTING OR PROPOSED INLET TOP BACK CURB FLOW LINE %CURB INLET WATTLE PROTECTION SETUP% SEDIMENT DEPOSITION ZONE STORM WATER LINE LIP OF GUTTER WEIGHTED WATTLE AT 45 DEG. TO CURB SIDEWALK TOP BACK CURB FLOW LINE SIDEWALK TOP BACK CURB FLOW LINE W4 NOTES: 1. NUMBER OF WATTLES AND SPACING SHOULD BE DETERMINED BY THE SLOPE AND SITE CONDITIONS. 2. TUBULAR MARKERS SHALL MEET THE REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 3. CITY RECOMMENDS INSTALLING AT LEAST 3 CHECKDAMS WHEN USING THIS SETUP. LIP OF GUTTER WEIGHTED WATTLE W1 & W2 INSTALLATION NOTES: 1. THE LOCATION AND LENGTH OF WATTLE IS DEPENDENT ON THE CONDITIONS OF EACH SITE. 2. WATTLES SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES. 3. WATTLES SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER. 4. NOT FOR USE IN CONCENTRATED FLOW AREAS. 5. THE WATTLES SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF TWO (2) INCHES. 6. WATTLES SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. 7. ON SLOPES, WATTLES SHOULD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE END OF THE ROW IN ORDER TO PREVENT PONDING AT THE MID SECTION. 8. RUNNING LENGTHS OF WATTLES SHOULD BE ABUTTED FIRMLY TO ENSURE NO LEAKAGE AT THE ABUTMENTS. 9. SPACING - DOWNSLOPE: VERTICAL SPACING FOR SLOPE INSTALLATIONS SHOULD BE DETERMINED BY SITE CONDITIONS. SLOPE GRADIENT AND SOIL TYPE ARE THE MAIN FACTORS. A GOOD RULE OF THUMB IS: 1:1 SLOPES = 10 FEET APART 2:1 SLOPES = 20 FEET APART 3:1 SLOPES = 30 FEET APART 4:1 SLOPES = 40 FEET APART, ETC. HOWEVER, ADJUSTMENTS MAY HAVE TO BE MADE FOR THE SOIL TYPE: FOR SOFT, LOAMY SOILS - ADJUST THE ROWS CLOSER TOGETHER; FOR HARD, ROCKY SOILS - ADJUST THE ROWS FURTHER APART. A SECONDARY WATTLE PLACED BEHIND THE ABUTMENT OF TWO WATTLES IS ENCOURAGED ON STEEP SLOPES OR WHERE JOINTS HAVE FAILED IN THE PAST. 10. STAKING: THE CITY RECOMMENDS USING WOOD STAKES TO SECURE THE WATTLES. 1/2" TO 5/8" REBAR IS ALSO ACCEPTABLE. BE SURE TO USE A STAKE THAT IS LONG ENOUGH TO PROTRUDE SEVERAL INCHES ABOVE THE WATTLE: 18" IS A GOOD LENGTH FOR HARD, ROCKY SOIL. FOR SOFT LOAMY SOIL USE A 24" STAKE. 4"-6" ABOVE WATTLE AFTER BAILING WIRE OR NYLON ROPE IS ATTACHED. STAKES NEED TO BE TAMPED UNTIL WIRE/ROPE IS SNUG WITH WATTLE. W3 NOTE: IF THE AREA BEHIND THE INLET IS NOT STABILIZED, A BMP SHOULD BE USED TO PREVENT SEDIMENT FROM ENTERING THE INLET 1"x 1" WOOD STAKES 18"-24" W1 W2 THE CONTRACTOR SHALL INSPECT WATTLES EVERY TWO WEEKS AND AFTER ANY SIGNIFICANT STORM EVENT AND MAKE REPAIRS OR REMOVE SEDIMENT ACCUMULATED BEHIND WATTLE AS NECESSARY. SEDIMENT ACCUMULATED BEHIND WATTLE SHALL BE REMOVED WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DIAMETER OF THE WATTLE. WATTLES SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND IS ACCEPTED BY THE CITY. WATTLE MAINTENANCE NOTES: 1. 2. 3. ENDS SHALL ABUT TIGHTLY TO BACK OF CURB END SHALL ABUT TIGHTLY TO BACK OF CURB ENDS OF ADJACENT WATTLES SHALL BE TIGHTLY ABUTTED TO PREVENT SEDIMENT BYPASS WATTLE INSTALLATION 4' MAX. {PERVIOUS INSTALLATION} {IMPERVIOUS INSTALLATION} SEDIMENT DEPOSITION ZONE W3 W2 NOTE: ONLY WATTLES MADE WITH COCONUT FIBERS SHALL BE USED WHEN INSTALLATION COMES IN CONTACT WITH A WATER BODY. SIDEWALK CULVERT/CHASE/PAN W4 W3, W4 & W5 NOTES: 1. WHEN USING STRAW WATTLE, THE STRAW WATTLE MUST HAVE A WEIGHTED CORE. 2. ALL PRODUCTS SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. 3. OTHER PRODUCTS MAY BE USED IN PLACE OF WEIGHTED WATTLES UPON WRITTEN APPROVAL FROM THE CITY. NOTE: A COPY OF DETAILS AND SPECIFICATIONS WILL NEED TO BE INCORPORATED INTO THE SWMP. END SHALL TIGHTLY ABUT TO BACK OF CURB SEDIMENT DEPOSITION ZONE W5 TUBULAR MARKER EXISTING OR PROPOSED INLET CONCRETE CHASE/TRICKLE CHANNEL SETUP END SHALL TIGHTLY ABUT TO BACK OF CURB CURBSIDE CHECKDAMS SETUP VEHICLE TRACKING CONTROL PAD SHALL BE LOCATED AT EVERY ACCESS POINT TO THE CONSTRUCTION SITE. A SIGN SHALL BE PLACED NEXT TO THE VEHICLE TRACKING CONTROL PAD TO DESIGNATE THE LOCATION AS THE CONSTRUCTION ENTRANCE/EXIT. VEHICLE TRACKING CONTROL (VTC) PADS SHALL CONSIST OF HARD, DENSE, DURABLE ROCK, ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED STONE SHALL NOT BE USED, i.e., RIVER ROCK AND COBBLES. THE ROCK SHALL BE A MINIMUM OF 3" AND A MAXIMUM OF 6" DIAMETER. THE ROCK SHALL HAVE A SPECIFIC GRAVITY OF AT LEAST 2.6. CONTROL OF GRADATION WILL BE BY VISUAL INSPECTION. NOTE: OTHER MATERIALS, i.e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x4'S, PIPES, DIRT, GRAVEL OR ASPHALT, SHALL BE PLACED IN GUTTER TO FACILITATE MOUNTING CURB; HOWEVER, CURB MAY BE CUT DOWN TO A HEIGHT OF 2" OR HIGHER FOR EASIER ACCESS AND REPLACED AT PROJECT COMPLETION. OTHER ACCESS DEVICES MAY BE USED AS ACCEPTED BY THE CITY. %PLAN% CURB CUT 50' MIN. 2" MIN. 6" MIN. 6" MIN. VEHICLE TRACKING CONTROL PAD ALTHOUGH NOT NORMALLY USED, THE CITY RESERVES THE RIGHT TO REQUIRE VEHICLE TRACKING CONTROL WITH A TEMPORARY CATTLE GUARD AND/OR WHEEL WASH FACILITIES AT SITES WHERE TRACKING ONTO PAVED AREAS BECOMES A SIGNIFICANT PROBLEM AS DETERMINED BY THE CITY INSPECTOR. IF VEHICLE TRACKING CONTROL WITH WHEEL WASH FACILITIES ARE REQUIRED, ALL WHEELS ON EVERY VEHICLE LEAVING THE SITE SHALL BE CLEANED OF MUD USING A PRESSURE-WASHER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A WATER SOURCE AND CONSTRUCTING A WASHWATER SEDIMENT TRAP. 5. 6. IF VEHICLE WHEEL WASH FACILITIES ARE REQUIRED, CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL AND WHEEL WASH FACILITIES DAILY. ACCUMULATED SEDIMENTS SHALL BE REMOVED FROM THE PAD SURFACE. ACCUMULATED SEDIMENT IN THE WASHWATER/SEDIMENT TRAP SHALL BE REMOVED WHEN THE SEDIMENT REACHES AN AVERAGE DEPTH OF 12-INCHES. 4. 5. COMPACTED BACKFILL FLOW SILT FENCE FABRIC (ASTM D6461) ANCHORED IN TRENCH AND ATTACHED TO POST. 24" MIN 6' MAX FLOW TRENCH AND ATTACHED TO POST. 4"x4" TRENCH SILT FENCE FABRIC (ASTM D6461) ANCHORED IN 18" MIN 24" MIN 42" MIN POSTS {PREASSEMBLED SILT FENCE} JOIN FIRST ROTATE SECOND POSTS SHALL OVERLAP AT JOINTS SO THAT NO GAPS EXIST IN SILT FENCE. NOTE: THICKNESS OF GEOTEXTILE POST SHALL BE JOINED AS SHOWN, THEN HAS BEEN EXAGGERATED. ROTATED 180� IN DIRECTION SHOWN AND DRIVEN INTO THE GROUND. {SILT FENCE JOINTS} DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18". EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR WITH SILT FENCE INSTALLATION MACHINE. NO ROAD GRADERS, BACKHOES, ETC. SHALL BE USED. NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE BURIED IN THE TRENCH. THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT THE SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND. SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES. USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY. INSTALLATION NOTES: 1. 2. 3. 4. 5. 6. 7. THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM SEDIMENT REACHES A DEPTH OF 6". SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED BY THE CITY. IF ANY DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. MAINTENANCE NOTES: 1. 2. 3. 4" MIN. 4" MIN. 1 1 2" x 1 1 2" WOODEN FENCE POSTS COMPACTED BACKFILL SILT FENCE 3H:1V OR FLATTER SIDE SLOPES 12" MIN 8'x 8' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE 12" 2'-0" MIN. COMPACTED EMBANKMENT MATERIAL, TYP. BERM AROUND PERIMETER GROUND SURFACE SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA CONCRETE WASHOUT AREA CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. VEHICLE TRACKING CONTROL (DETAIL SW-14) IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. {NOTES: }1. 2. 3. 4. 5. 6. 0" ON BEDROCK OR HARD SURFACE, 2" IN SOIL ROCK SOCK SECTION ROCK SOCK PLAN 4" TO 6" MAX AT CURBS, OTHERWISE 6"-10" DEPENDING ON EXPECTED SEDIMENT LOADS ROCK SOCK JOINTING 12" 12" {ROCK SOCK INSTALLATION NOTES }1.SEE PLAN VIEW FOR: - LOCATION (S) OF ROCK SOCKS. 2.CRUSHED ROCK SHALL BE 1{}" (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH GRADATION SHOWN ON THIS SHEET (1{}" MINUS). 3.WIRE MESH SHALL BE FABRICATED OF 10 GAGE POULTRY MESH, OR EQUIVALENT, WITH A MAXIMUM OPENING OF {}", RECOMMENDED MINIMUM ROLL WIDTH OF 48". 4.WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6" CENTERS ALONG ALL JOINTS AND AT 2" CENTERS ON ENDS OF SOCKS. 5.SOME MUNICIPALITIES MAY ALLOW THE USE OF FILTER FABRIC AS AN ALTERNATIVE TO WIRE MESH FOR THE ROCK ENCLOSURE. GRADATION TABLE SIEVE SIZE MASS PERCENT PASSING SQUARE MESH SIEVES NO. 4 2" 100 1-1/2" 90-100 1" 20-55 {3/4}" 0-15 MATCHES SPECIFICATIONS FOR {3/NO. 8}4 COARSE " AGGREGATE FOR CONCRETE PER AASHTO M43. ALL ROCK 0-SHALL 5 BE FRACTURED FACE, ALL SIDES NOT TO SCALE 504 DT6 ROCK SOCK WD NOT TO SCALE 501 DT6 VEHICLE TRACKING CONTROL PAD NOT TO SCALE 502 DT6 SANITARY SEWER CLEAN OUT VTC CWA NOT TO SCALE 503 DT6 SWALE WATTLE DIKE SF SF RS 15 C�� E�� D�� D�� D�� D�� D�� S�� U�� P�� & R�� T�� E�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: W�� & W�� U�� C�� F�� C��, C�� UTILITY PLAN APPROVAL E�� P�� TYPE III BARRICADE TYPE III BARRICADE WD CWA SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF RS MULCH SEE LANDSCAPE PLANS FOR SURFACE MATERIAL MULCH MULCH MULCH KKP - DRAKE, LLC RIGDEN FARM, FILING 8 KKP - DRAKE, LLC RIGDEN FARM, FILING 8 RIGDEN FARM, LLC FILING 16 RIGDEN FARM, LLC FILING 13 BROOKLYN PARK ROW HOUSES HEARN PROPERTIES LLC SEVEN OAKS ACADEMY OF LOVELAND, INC. RIGDEN FARM, FILING 1 IP IP IP WD CIP SF CIP CIP WD WRAP GRATE W/ FILTER FABRIC CIP RS RS LINE DRYWELL W/ FILTER FABRIC. REMOVE W/ STABILIZATION AT CLOSE OF PERMIT. IP IP IP RS IP RS IP MULCH MULCH MULCH WRAP GRATE W/ FILTER FABRIC IP WRAP GRATE W/ FILTER FABRIC WRAP GRATE W/ FILTER FABRIC WRAP GRATE W/ FILTER FABRIC WRAP GRATE W/ FILTER FABRIC WD No. Revisions: By: Date: REVIEWED BY: G. Schock DESIGNED BY: DRAWN BY: SCALE: DATE: May 21, 2014 PROJECT: 374-012 Sheet Of 23 Sheets THE FLATS AT RIGDEN FARM T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 05/21/14 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� RIGDEN FARM 14TH FILING REPLAT NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 1.IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL AUTHORITIES. 2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED. 4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. 5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED. 6.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH DOWNSPOUT. 7.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) 8.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE. 9.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. 10.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) 11.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. 12.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE STAKED DOWN. 13.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE. {14.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION. 15.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS. 16.ALL ROOF DRAIN SYSTEM INLETS SHAL BE PLUGGED UNTIL CONNECTED TO BUILDINGS.} EROSION CONTROL NOTES: BENCHMARK/BASIS OF BEARING BENCHMARK #1: City of Fort Collins Benchmark 17-92 Elevation= 4935.51 NGVD 29 BENCHMARK #2: City of Fort Collins Benchmark 05-07 Elevation= 4923.77 NGVD 29 {Basis of Bearings }Basis of Bearings is North line of Rigden Farm Fourteenth Filing as bearing North 8955'37" East. NOTE: ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR AND DOCUMENTED ON THE DYNAMIC SITE PLAN. FIELD SURVEY BY: GENERAL NOTES: Northern Engineering Services, Inc NE Project No. 374-012 Date: NOVEMBER, 2013 EC1 EROSION CONTROL PLAN R. Banning B. Ruch 1"=30' 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 Know what'sbelow. Call before you dig. R LEGEND: 5013 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPOSED STORM INLET PROPOSED CONCRETE CROSS PAN (TYP.) PEDESTRIAN ACCESS RAMPS 93 VEHICLE TRACKING CONTROL PAD SILT FENCE SWALE WATTLE DIKE INLET PROTECTION ROCK SOCK CONCRETE WASHOUT AREA TEMPORARY BMP'S SF LIMITS OF DISTURBANCE KEYMAP NTS ILLINOIS DRIVE LIMON DRIVE CUSTER DRIVE IOWA DRIVE WD VTC SF IP RS CWA CURB INLET PROTECTION CIP TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION Project: RIGDEN FARM - 14TH FILING CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING BEST MANAGEMENT PRACTICES (BMPS) STRUCTURAL "INSTALLATION" Silt Fence Barriers * Flow Barriers (Wattles) * Inlet Filter Bags * V�� Temporary Seeding Planting Mulching / Sealant Permanent Seeding Planting Sod Installation Rolled Products : Netting / Blankets / Mats Contour Furrows (Ripping / Disking) Rock Bags * UTILITIES INSTALLATION FLAT WORK INSTALLATION VERTICAL INSTALLATION LANDSCAPE DEMOBILIZATION Vehicle Tracking Pad * * All Temporary BMPs to be Removed once Construction is Complete Any prior inlets that could use protecting Any prior inlets that could use protecting Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days 14 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 14 9 8 6 7 5 EXISTING INLET EXISTING INLET EXISTING INLET EXISTING INLET EXISTING INLET EXISTING INLET NOT UTILIZED WITH THIS PROJECT EXISTING INLET NOT UTILIZED WITH THIS PROJECT EXISTING INLET PROPOSED INLET PROPOSED INLET PROPOSED INLET PROPOSED INLET PROPOSED INLET PROPOSED INLET PROPOSED DRYWELL PROPOSED DRYWELL PROPOSED DRYWELL B-9 0.08 AC B-10 0.11 AC A-1 0.25 AC B-3 0.69 AC B-11 0.08 AC B-13 0.42 AC B-1 0.34 AC B-2 0.15 AC B-4 0.41 AC B-5 0.23 AC B-6 0.44 AC B-7 0.16 AC B-8 B-12 0.10 AC 0.08 AC C-1 0.53 AC No. Revisions: By: Date: REVIEWED BY: G. Schock DESIGNED BY: DRAWN BY: SCALE: DATE: May 21, 2014 PROJECT: 374-012 Sheet Of 23 Sheets THE FLATS AT RIGDEN FARM T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 05/21/14 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� RIGDEN FARM 14TH FILING REPLAT DR1 OVERALL DRAINAGE PLAN R. Banning B. Ruch 1"=30' NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 KEYMAP NTS ILLINOIS DRIVE LIMON DRIVE CUSTER DRIVE IOWA DRIVE LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING CONTOUR PROPERTY BOUNDARY EXISTING STORM SEWER 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 FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE "FINAL DRAINAGE AND EROSION CONTROL REPORT FOR RIGDEN FARM 14TH FILING REPLAT BY NORTHERN ENGINEERING, DATED MAY 21, 2014 FOR ADDITIONAL INFORMATION. { } NOTES: FLOW PATH DRAINAGE BASIN BUBBLE A 144 ac DESIGN POINT A BASIN BOUNDARY PROPOSED STORM SEWER FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION DRAINAGE SUMMARY TABLE DESIGN POINT BASIN ID TOTAL AREA (��) C2 C100 2-�� T� (��) 100-�� T� (��) Q2 (��) Q100 (��) 1 A-1 0.25 0.68 0.86 7.8 5.0 0.41 2.09 2 B-1 0.34 0.89 1.00 5.0 5.0 0.85 3.35 3 B-2 0.15 0.86 1.00 5.0 5.0 0.37 1.49 4 B-3 0.69 0.74 0.93 5.0 5.0 1.46 6.39 5 B-4 0.41 0.93 1.00 5.0 5.0 1.09 4.08 6 B-5 0.23 0.95 1.00 5.0 5.0 0.63 2.34 7 B-6 0.44 0.64 0.81 6.6 5.0 0.74 3.53 8 B-7 0.16 0.71 0.88 5.4 5.0 0.32 1.41 9 B-8 0.10 0.76 0.96 5.0 5.0 0.23 0.99 10 B-9 0.08 0.81 1.00 5.0 5.0 0.19 0.83 11 B-10 0.11 0.77 0.96 5.0 5.0 0.25 1.09 12 B-11 0.08 0.48 0.59 8.8 7.2 0.09 0.42 13 B-12 0.08 0.73 0.91 5.0 5.0 0.17 0.75 14 B-13 0.42 0.63 0.79 6.6 5.0 0.69 3.28 15 C-1 0.53 0.57 0.71 16.0 12.8 0.54 2.65 13 C�� E�� D�� D�� D�� D�� D�� S�� U�� P�� & R�� T�� E�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: W�� & W�� U�� C�� F�� C��, C�� UTILITY PLAN APPROVAL E�� P�� 2� 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 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 SS 8" SS ILLINOIS DRIVE (100' PUBLIC ROW) LIMON DRIVE (72' PUBLIC ROW) CUSTER DRIVE (86' PUBLIC ROW) IOWA DRIVE (69' PUBLIC ROW) G 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W W W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W W W W W � � � WV � � � � � � WV W WV � � � WV � � � WV WV WV 8" SS W W W W WV � � � WV WV WV WV � � � � BLDG 2 BLDG 3 BLDG 4 BLDG 5 BLDG 6 GAR 3 GAR 4 GAR 7 GAR 1 BLDG 1 BLDG 7 GAR 6 GAR 2 GAR 5 2.62' 3.37' 4' 4'2' 23'' 1' 3' 1'1' 1'4' 4' 2' 2' 2' 2' 4' 4' 4' KKP - DRAKE, LLC RIGDEN FARM, FILING 8 KKP - DRAKE, LLC RIGDEN FARM, FILING 8 RIGDEN FARM, LLC FILING 16 RIGDEN FARM, LLC FILING 10 RIGDEN FARM, LLC FILING 13 BROOKLYN PARK ROW HOUSES HEARN PROPERTIES LLC BROOKLYN PARK ROW HOUSES HEARN PROPERTIES LLC SEVEN OAKS ACADEMY OF LOVELAND, INC. RIGDEN FARM, FILING 1 OVERFLOW PIPE 4' 12.06 LF 8" PVC @ 0.5% MIN. S00�17'18"W 37.40 LF 8" PVC @ 0.5% MIN. 25.50 LF 8" PVC @ 0.5% MIN. N89�42'42"W N89�42'42"W 8" INLINE AREA DRAIN W/ SUMP OFFSET 8" INLINE AREA DRAIN DRY WELL ROOF DRAIN CONNECTION 58.49 LF 12" PVC @ 0.5% MIN. N00�17'18"E 8" INLINE AREA DRAIN 29.50 LF 8" PVC @ 0.5% MIN. S44�42'42"E 163.59 LF 8" PVC @ 0.5% MIN. N89�42'42"W 8" INLINE AREA DRAIN 11.36 LF 8" PVC @ 0.5% MIN. S45�17'18"W 37.74 LF 8" PVC @ 0.5% MIN. N89�42'42"W 29.33 LF 8" PVC @ 0.5% MIN. N89�42'42"W 26.15 LF 8" PVC @ 0.5% MIN. S00�17'18"W AREA INLET 8.55LF 8" PVC @ 0.5% MIN. S00�17'04"W 19.77 LF 8" PVC @ 0.5% MIN. N89�42'42"W ROOF DRAIN CONNECTION 25.63 LF 8" PVC @ 0.5% MIN. S00�46'09"W 8" INLINE AREA DRAIN 33.88 LF 4" PVC @ 0.5% MIN. N00�17'18"E 6" INLINE AREA DRAIN DRY WELL 19.99 LF 8" PVC @ 0.5% MIN. N81�19'09"W 6.35LF 12" PVC @ 0.5% MIN. N00�46'09"E 44.39 LF 12" PVC @ 0.5% MIN. N89�42'42"W 59.62 LF 12" PVC @ 0.5% MIN. N89�42'42"W 8" AREA DRAIN INLET W/ SEDIMENTATION PUMP 8" INLINE AREA DRAIN 32.55 LF 12" PVC @ 0.5% MIN. N89�42'42"W AREA INLET 13.13 LF 8" PVC @ 0.5% MIN. N75�43'54"W CONNECT DRAIN TO SUBSURFACE STORAGE AREA 86.22 LF 12" PVC @ 0.5% MIN. S00�17'18"W CORE DRILL EX. STORM INLETS 21.18LF 8" PVC @ 0.5% MIN. S00�17'18"W 15.68LF 8" PVC @ 0.5% MIN. S00�17'18"W 13.18LF 8" PVC @ 0.5% MIN. N89�42'42"W 8" INLINE AREA DRAIN 8" INLINE AREA DRAIN 29.24 LF 4" PVC @ 0.5% MIN. S00�17'18"W 12.79LF 8" PVC @ 0.5% MIN. S89�42'42"E 52.07 LF 8" PVC @ 0.5% MIN. S00�17'18"W 10.13 LF 8" PVC @ 0.5% MIN. S44�42'42"E 24.22 LF 4" PVC @ 0.5% MIN. S89�42'42"E 6" INLINE AREA DRAIN 8" INLINE AREA DRAIN 8" INLINE AREA DRAIN 6" INLINE AREA DRAIN 32.08 LF 4" PVC @ 0.5% MIN. S00�17'18"W 12.54LF 8" PVC @ 0.5% MIN. N89�42'42"W 8" INLINE AREA DRAIN 6" INLINE AREA DRAIN 47.75 LF 12" PVC @ 0.5% MIN. S89�42'42"E 3.71' CONNECT TO PAN 30.09 LF 6" PVC @ 0.5% MIN. S00�11'14"E 10.20 LF 6" PVC @ 0.5% MIN. S89�45'17"E 1' PAN DAYLIGHT 6" THROUGH CHASE WALL CORE DRILL EX. STORM INLET ROOF DRAIN CONNECTION ROOF DRAIN CONNECTION 58.85 LF 24" PERF. PVC @ 0.5% MIN. S47�33'23"E DRY WELL ROOF DRAIN CONNECTION 57.92 LF 12" PVC @ 0.5% MIN. N00�17'18"E 40.83 LF 8" PVC @ 0.5% MIN. N00�17'18"E 121.27 LF 8" PVC @ 0.5% MIN. S89�42'42"E 65.03LF 8" PVC @ 0.5% MIN. S89�42'42"E 11' 54.05 LF 12" PVC @ 0.5% MIN. S03�52'39"W 1' PAN 2' 17.76 LF 8" PVC @ 0.5% MIN. N00�17'18"E 40.38 LF 8" PVC @ 0.5% MIN. N00�17'18"E 7.50 LF 8" PVC @ 0.5% MIN. N89�42'42"W AREA INLET 52.17 LF 12" PVC @ 0.5% MIN. N00�17'18"E 42.92 LF 12" PVC @ 0.5% MIN. N00�17'18"E 20.41 LF 8" PVC @ 0.5% MIN. S89�42'42"E 8" INLINE AREA DRAIN AREA INLET 37.44 LF 12" PVC @ 0.5% MIN. S00�17'18"W STMH STMH 74.25 LF 12" PVC @ 0.5% MIN. N26�16'25"W 23.00LF 8" PVC @ 0.5% MIN. S00�17'18"W 37.62LF 8" PVC @ 0.5% MIN. S89�42'42"E 7.50 LF 12" PVC @ 0.5% MIN. S89�42'42"E 41.79 LF 8" PVC @ 0.5% MIN. N00�17'18"E 2' PAN 2' PAN 2' PAN 2' PAN 2' PAN 2' PAN AREA INLET AREA INLET 42.80 LF 24" PERF. PVC @ 0.5% MIN. S47�33'23"E AREA INLET 21.18 LF 12" PVC @ 0.5% MIN. N67�18'55"E 54.10LF 8" PVC @ 0.5% MIN. S00�17'18"W ROOF DRAIN CONNECTION 2' ROOF DRAIN CONNECTION 1' CORE DRILL EX. STORM INLET CORE DRILL EX. STORM INLET 24.44LF 8" PVC @ 0.5% MIN. N34�51'18"W AREA INLET CORE DRILL EX. STORM INLET CORE DRILL EX. STORM INLET CORE DRILL EX. STORM DRAIN CORE DRILL EX. STORM DRAIN EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: W G T CTV EXISTING STORM SEWER EXISTING CABLE TV EXISTING TELEPHONE EXISTING GAS S W PROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED AREA DRAIN INLET PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT EXISTING ELECTRIC E PROPOSED INLINE DRAIN INLET NOTES: 1.CONTRACTOR RESPONSIBLE FOR VERTICAL FITTINGS REQUIRED FOR DESIGNED PIPE SLOPES. 2.COORDINATE TIE-IN TO ALL DOWNSPOUTS PER ARCHITECTURAL PRIOR TO INSTALLATION. 3.ALL CLEANOUTS TO HAVE GRATED COVERS FOR OVERFLOW RELIEF. 4.INSTALL MIN 1-BAG KICKER ON ALL HORIZONTAL BENDS. 5.EPOXY COAT ALL STRUCTURES AND CONCRETE PIPES (3' EACH WAY) PER TOWN STANDARD WHERE ROOF DRAINS CONNECT AT GREATER THAN 7% OR WITH MORE THAN 1' VERTICAL DROP. No. Revisions: By: Date: REVIEWED BY: G. Schock DESIGNED BY: DRAWN BY: SCALE: DATE: May 21, 2014 PROJECT: 374-012 Sheet Of 23 Sheets THE FLATS AT RIGDEN FARM T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 05/21/14 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� RIGDEN FARM 14TH FILING REPLAT KEYMAP NTS ILLINOIS DRIVE LIMON DRIVE CUSTER DRIVE IOWA DRIVE NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 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 RF1 ROOF DRAIN PLAN R. Banning B. Ruch 1"=30' ROOF DRAIN FLOW DIRECTION � � � 12 C�� E�� D�� D�� D�� D�� D�� S�� U�� P�� & R�� T�� E�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: W�� & W�� U�� C�� F�� C��, C�� UTILITY PLAN APPROVAL E�� P�� 2� 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 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 SS 8" SS ILLINOIS DRIVE (100' PUBLIC ROW) LIMON DRIVE (72' PUBLIC ROW) CUSTER DRIVE (86' PUBLIC ROW) IOWA DRIVE (69' PUBLIC ROW) G 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W W W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W W W W W � � � WV � � � � � � WV W WV � � � WV � � � WV WV WV 8" SS W W W W WV � � � WV WV WV WV � � � � KKP - DRAKE, LLC RIGDEN FARM, FILING 8 KKP - DRAKE, LLC RIGDEN FARM, FILING 8 RIGDEN FARM, LLC FILING 16 RIGDEN FARM, LLC FILING 10 RIGDEN FARM, LLC FILING 13 BROOKLYN PARK ROW HOUSES HEARN PROPERTIES LLC BROOKLYN PARK ROW HOUSES HEARN PROPERTIES LLC SEVEN OAKS ACADEMY OF LOVELAND, INC. RIGDEN FARM, FILING 1 BLDG 2 BLDG 3 BLDG 4 BLDG 5 BLDG 6 GAR 3 GAR 4 GAR 7 GAR 1 BLDG 1 BLDG 7 GAR 6 GAR 2 GAR 5 FFE=32.33 FFE=32.38 FFE=32.51 FFE=31.85 FFE=30.99 FFE=30.28 FFE=32.05 30.00' EM. ACCESS ESMT. 30.00' EM. ACCESS ESMT. 30.00' EM. ACCESS ESMT. 86 ROW 76 - 100 ROW 72 ROW 50 - 48 - 69 ROW 69 ROW No. Revisions: By: Date: REVIEWED BY: G. Schock DESIGNED BY: DRAWN BY: SCALE: DATE: May 21, 2014 PROJECT: 374-012 Sheet Of 23 Sheets THE FLATS AT RIGDEN FARM T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 05/21/14 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� RIGDEN FARM 14TH FILING REPLAT G1 OVERALL GRADING PLAN R. Banning B. Ruch 1"=30' 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 NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 KEYMAP NTS ILLINOIS DRIVE LIMON DRIVE CUSTER DRIVE IOWA DRIVE LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED PROJECT BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES NOTES: PROPOSED STORM INLET 2.0% PEDESTRIAN ACCESS RAMPS EXISTING SPOT ELEVATION (47.45) CURB & GUTTER PROPOSED FIRE HYDRANT PROPOSED ELECTRIC TRANSFORMER LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 11 C�� E�� D�� D�� D�� D�� D�� S�� U�� P�� & R�� T�� E�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: W�� & W�� U�� C�� F�� C��, C�� UTILITY PLAN APPROVAL E�� P�� CTV CTV CTV CTV CTV CTV ELEC VAULT ELEC WV WV WV WV � � � 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W W W W W W W � � � WV 8" SS � � � WV WV EX. SSMH A1 STA 10+00.00 N: 117808.88 E: 205951.61 55.00 LF 8" PVC @ 2.00% SSMH A2 STA 10+55.00 N: 117808.60 E: 206006.61 97.32 LF 8" PVC @ 0.44% 130.85 LF 8" PVC @ 0.44% SSMH A3 STA 11+52.32 N: 117808.11 E: 206103.93 SSMH A4 STA 12+83.17 N: 117938.96 E: 206104.59 WATER LINE A SEE SHEET U1 ILLINOIS DRIVE (100' PUBLIC ROW) PRIVATE LANDSCAPE AND ROOF DRAIN SEE SHEET RF1 KKP - DRAKE, LLC RIGDEN FARM, FILING 8 BLDG 2 BLDG 4 BLDG 5 BLDG 6 GAR 3 GAR 1 BLDG 1 GAR 2 No. Revisions: By: Date: REVIEWED BY: G. Schock DESIGNED BY: DRAWN BY: SCALE: DATE: May 21, 2014 PROJECT: 374-012 Sheet Of 23 Sheets THE FLATS AT RIGDEN FARM T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 05/21/14 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� RIGDEN FARM 14TH FILING REPLAT SS1 PLAN AND PROFILES SANITARY LINE A R. Banning B.Ruch 1"=50' KEYMAP NTS ILLINOIS DRIVE LIMON DRIVE CUSTER DRIVE IOWA DRIVE NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 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 Know what'sbelow. Call before you dig. R PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=30' EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 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.ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO {}" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS. 7.ALL MULTIFAMILY SEWER SERVICES TO BE 6" PVC @ 2%. 8.ALL SANITARY MANHOLES TO BE 4'%%C UNLESS OTHERWISE NOTED. 9.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. W EXISTING STORM SEWER S W PROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D EASEMENT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY PROPOSED RESIDENTIAL WATER SERVICE W (SEE UTILITY DETAIL SHEETS) SANITARY SEWER LINE A SS1 10 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner � � � � � � �2� 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 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 SS 8" SS G 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W W W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W W W W W � � � WV � � � � � � WV W WV � � � WV � � � WV WV WV 8" SS W W W W WV � � � WV WV WV WV � � � � KKP - DRAKE, LLC RIGDEN FARM, FILING 8 KKP - DRAKE, LLC RIGDEN FARM, FILING 8 RIGDEN FARM, LLC FILING 16 RIGDEN FARM, LLC FILING 10 RIGDEN FARM, LLC FILING 13 BROOKLYN PARK ROW HOUSES HEARN PROPERTIES LLC BROOKLYN PARK ROW HOUSES HEARN PROPERTIES LLC SEVEN OAKS ACADEMY OF LOVELAND, INC. RIGDEN FARM, FILING 1 BLDG 2 BLDG 3 BLDG 4 BLDG 5 BLDG 6 GAR 3 GAR 4 GAR 7 GAR 1 BLDG 1 BLDG 7 GAR 6 GAR 2 GAR 5 EXISTING 69' ROW EXISTING 48' - EXISTING 100' ROW EXISTING �75.84' - EXISTING 72' ROW EXISTING �50' - EXISTING 86' ROW EXISTING �59.39' - 9' UTILITY EASEMENT 9' UTILITY EASEMENT ILLINOIS DRIVE IOWA DRIVE CUSTER DRIVE LIMON DRIVE CONNECT TO EX. 8" WATER CUT IN 8" X 8" TEE W/ TB & 2-8" GV (W, S) N:117696.51 E:206337.06 8" X 6" TEE W/ TB, 8" GV (W) & 6" GV (S). BEGIN CURVILINEAR N:117696.88 E:206265.37 8" X 8" TEE W/ TB & 2 - 8" GV (E,N) N:117694.69 E:206103.36 90� BEND W/ TB & 6" GV (S) N:117876.87 E:206089.28 CONNECT TO EX. 8" WATER LINE STUB N:117799.56 E:205982.64 15.00 LF 8" PVC N89�22'24"W 61.08 LF 8" PVC N00�17'16"E 66.69 LF 8" PVC N89�42'42"W 39.55 LF 8" PVC N00�17'21"E 2.92 LF 8" PVC N00�14'08"W 8" X 6" TEE W/ TB, 8" GV (N) & 6" GV (E) N:117755.77 E:206103.67 SANITARY LINE A SEE SHEET SS1 CONNECT TO EX. 8" SANTIARY STUB N:117808.60 E:206006.61 TIE 6" SERVICE TO EX. 8" SANITARY N:117686.46 E:206348.59 SERVICE INV: 4913.36 SANITARY CLEAN OUT 90� BEND N:117686.72 E:206296.94 INV: 4914.39 51.65 LF 6" PVC @ 2% N89�42'42"W SSMH A2 EX. SSMH A1 SSMH A4 SSMH A3 CONNECT TO EX. 8" WATER 8" X 6" TAPPING SADDLE W/ TB & 6" GV (W) N:117997.32 E:206337.06 CONNECT TO EX. 8" WATER 8" X 6" TAPPING SADDLE W/ TB & 6" GV (S) N:118068.94 E:206047.95 CONNECT TO EX. 8" WATER 8" X 6" TAPPING SADDLE W/ TB, 6" GV (E) N:117578.17 E:205962.74 12.84 LF 6" PVC @ 2% N89�42'42"W SANITARY CLEAN OUT 45� BEND N:117808.05 E:206116.77 INV: 4920.08 EX. 8" VERTICAL CAST IRON VENT 90� BEND W/ TB N:117669.93 E:206044.24 8" X 6" TEE W/ TB, 8 GV (E), & 6" GV (N) N:117798.40 E:206088.88 45� BEND W/ TB N:117577.95 E:206006.92 EX. 8" SANITARY SEWER EX. 8" WATER LINE EX. STORM DRAIN EX. 12" WATER LINE EX. 8" SANITARY SEWER EX. STORM DRAIN EX. 8" WATER LINE EX. 8" SANITARY SEWER EX. STORM DRAIN EX. 8" WATER LINE EX. STORM DRAIN EX. 8" WATER LINE EX. 8" SANITARY SEWER EX. STORM DRAIN EX. STORM DRAIN EX. STORM DRAIN EX. 8" VERTICAL CAST IRON VENT 1 1/2" WATER SERVICE 6" FIRE SERVICE 6" FIRE SERVICE 6" FIRE SERVICE EX. 6" SANITARY SERVICE INV: 4916.83 1 1/2" WATER SERVICE 6" SANITARY SERVICE 6" FIRE SERVICE 1 1/2" WATER SERVICE 6" SANITARY SERVICE 2" WATER SERVICE 6" SANITARY SERVICE 6" SANITARY SERVICE 6" FIRE SERVICE 1 1/2 " WATER SERVICE 6" FIRE SERVICE 2" WATER SERVICE 2" WATER SERVICE 6" FIRE SERVICE 6" SANITARY SERVICE 6" SANITARY SERVICE EX. FIRE HYDRANT EX. FIRE HYDRANT EX. FIRE HYDRANT EX. FIRE HYDRANT PRIVATE ROOF AND LANDSCAPE DRAIN SYSTEM SEE SHEET RF1 PRIVATE ROOF AND LANDSCAPE DRAIN SYSTEM SEE SHEET RF1 PRIVATE ROOF AND LANDSCAPE DRAIN SYSTEM SEE SHEET RF1 106.24 LF 8" PVC N89�22'24"W 38.74 LF 8" PVC R=500.00' 38.74 LF 8" PVC R=500.00' 8" X 6" SWIVEL TEE W/ TB, 6" GV (E) & FH ASSEMBLY N:117795.31 E:206103.87 78.47 LF 6" PVC N00�17'18"E 25.05 LF 8" PVC S00�17'18"W 3.00 LF 8" PVC S00�17'18"W 90� BEND W/ TB N:117798.23 E:206103.88 8" X 6" TEE W/ TB & 6" GV (W) N:117669.64 E:206103.23 45� BEND W/ TB, 8" X 6" REDUCER & 6" GV (SW) N:117666.64 E:206103.22 84.60 LF 8" PVC N89�42'42"W 5.00 LF 8" PVC N89�42'42"W 9' UTILITY EASEMENT 45� BEND W/ TB N:117585.66 E:206014.58 90� BEND W/ TB N:117585.42 E:206045.14 44.20 LF 6" PVC S89�42'42"E 10.87 LF 6" PVC N44�45'45"E 30.57 LF 6" PVC S89�33'10"E FH ASSEMBLY N:117642.47 E:206076.90 35.73 LF 6" PVC S47�26'39"W END CURVILINEAR N:117694.26 E:206187.96 PRC N:117695.57 E:206226.67 No. Revisions: By: Date: REVIEWED BY: G. Schock DESIGNED BY: DRAWN BY: SCALE: DATE: May 21, 2014 PROJECT: 374-012 Sheet Of 23 Sheets THE FLATS AT RIGDEN FARM T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 05/21/14 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� RIGDEN FARM 14TH FILING REPLAT U1 OVERALL UTILITY PLAN R. Banning B. Ruch 1"=30' EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES S W PROPOSED SEWER SERVICE PROPOSED FIRE SERVICE F EXISTING SANITARY SEWER SS PROPOSED STORM INLET EXISTING LIGHT POLE PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT � � � EASEMENT LINE 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 � CONTROL IRR � � � � � 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.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE LIGHTING. 3.WATER AND SEWER SERVICE PROVIDED BY THE CITY OF FORT COLLINS AND ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 4.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'. MAXIMUM COVER SHALL BE 5.5'. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 6.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 7.SANITARY SEWER SERVICES SHALL BE 6" SDR-35 PVC @ 2%. 8.WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 PVC. WATER SERVICES SHALL BE TYPE K COPPER OR HDPE FOR 1-1/2" AND 2-INCH SERVICES. {9.ALL UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR TO VERIFY EXISTENCE AND BOTH HORIZONTAL & VERTICAL LOCATION PRIOR TO CONSTRUCTION. 10.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. 11.ANY LIMITS OF STREET CUT SHOWN ON THESE PLANS ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ALL PROPOSED STREETS ARE PRIVATE NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 KEYMAP NTS ILLINOIS DRIVE LIMON DRIVE CUSTER DRIVE IOWA DRIVE EXISTING CABLE CTV 9 C�� E�� D�� D�� D�� D�� D�� S�� U�� P�� & R�� T�� E�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: W�� & W�� U�� C�� F�� C��, C�� UTILITY PLAN APPROVAL E�� P�� COARSE AGGREGATE X' DEPTH COARSE AGGREGATE X' DEPTH COARSE AGGREGATE X' DEPTH DRYWELL BEDDING DRYWELL BEDDING CLAY CURTAIN WALL PVC GEOMEMBRANE LINER DRYWELL BEDDING CLAY CURTAIN WALL PVC GEOMEMBRANE LINER PVC GEOMEMBRANE LINER PVC GEOMEMBRANE LINER PVC GEOMEMBRANE LINER PVC GEOMEMBRANE LINER PVC GEOMEMBRANE LINER No. Revisions: By: Date: REVIEWED BY: G. Schock DESIGNED BY: DRAWN BY: SCALE: DATE: May 21, 2014 PROJECT: 374-012 Sheet Of 23 Sheets THE FLATS AT RIGDEN FARM T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 05/21/14 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� RIGDEN FARM 14TH FILING REPLAT NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL C BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R KEYMAP NTS ILLINOIS DRIVE LIMON DRIVE CUSTER DRIVE IOWA DRIVE LEGEND: COARSE AGGREGATE SU1 SUBSURFACE PLAN R. Banning B. Ruch 1"=30' PVC GEOMEMRANE LINER 8 4' DEEP CLAY SLURRY CURTAIN WALLS ROOF DRAIN SEE SHEET RF1 P2 EX. STORM DRAIN 10" X 10" WIRE REMESH INLET INLET INLET INLET 1' PAN (TYP.) P2 P2 3 P2 3 2 3 2 3 2 3 3 2 4 1 4 2 3 2 1 1 1 1 1 5' 4' 4' 5' 4' 4' 5' 4' 4' 5' 4' 4' 5' 5' 4' 4' 5' 4' 5' 4'4' 5' 4' 4' 5' 6' 4' 64'' 4' 5' 5' 5' 5' 4' 5' 4' 4' 5' 4' 4' 5' 4' 5' 8' 84'' INLET INLET INLET P2 DRY WELL W/ 5' X 5' CONCRETE COLLAR (MATCH PAVER SPACING) DRY WELL CAPPED INLET VAULT INLET 5' 5' 5.5' 4' 4' 4' 4' 4' 4.5' 4' 4' 4' 4' 4' 8' 10" X 10" WIRE 8' REMESH 3 3 2 3 3 3 3 3 4' INLET 10" X 10" WIRE REMESH P2 P2 P6 No. Revisions: By: Date: REVIEWED BY: G. Schock DESIGNED BY: DRAWN BY: SCALE: DATE: May 21, 2014 PROJECT: 374-012 Sheet Of 23 Sheets THE FLATS AT RIGDEN FARM T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 05/21/14 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� RIGDEN FARM 14TH FILING REPLAT RIGHT-OF-WAY LEGEND: PROPOSED 18" VERTICAL INFLOW CURB & GUTTER PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) NOTES: 1.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 2.SEE DETAILS FOR ADDITIONAL INFORMATION REGARDING CURBS, WALKS, AND PAVEMENT SECTIONS. 3.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS\TRAILS AT MAXIMUM SPACING OF 50 FEET. 4.PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT SPECIFICATION MANUAL. 5.FINAL EXTENTS OF FIRE LANE MARKINGS AND FINAL LOCATIONS OF "NO PARKING/FIRE LANE" SIGNS TO BE DETERMINED IN THE FIELD BY THE OWNER AND THE POUDRE FIRE AUTHORITY. 6.ALL PARKING STALLS SHALL BE 19' IN DEPTH. EASEMENT LINE PERMEABLE PAVERS LIGHT DUTY PAVING (PRIVATE) CONCRETE FLATWORK PROPOSED CHASE PROPOSED 18" VERTICAL OUTFALL CURB & GUTTER NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL C BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R KEYMAP NTS ILLINOIS DRIVE LIMON DRIVE CUSTER DRIVE IOWA DRIVE HEAVY DUTY PAVING (PRIVATE) PV1 PAVEMENT PLAN R. Banning B. Ruch 1"=30' 1 4 1' RIBBON CURB VERTICAL CURB AND GUTTER 2 1.5' INFALL CURB AND GUTTER 3 1.5' OUTFALL CURB AND GUTTER PX CURB AND GUTTER LEGEND: 7 CONCRETE PAVING REINFORCING MESH 4' WALK (TYP.) 6' 6' 6' 6' 19' 19' 9' 9' 9' 9' 9' 19' B D D B D D D D S S D D D S D S "STOP" SIGN R1-1 "STOP" SIGN R1-1 "STOP" SIGN R1-1 "STOP" SIGN R1-1 30' EMERGENCY ACCESS EASEMENT 30' EMERGENCY ACCESS EASEMENT 24' EMERGENCY ACCESS EASEMENT KKP - DRAKE, LLC RIGDEN FARM, FILING 8 KKP - DRAKE, LLC RIGDEN FARM, FILING 8 RIGDEN FARM, LLC FILING 16 RIGDEN FARM, LLC FILING 10 RIGDEN FARM, LLC FILING 13 BROOKLYN PARK ROW HOUSES HEARN PROPERTIES LLC BROOKLYN PARK ROW HOUSES HEARN PROPERTIES LLC SEVEN OAKS ACADEMY OF LOVELAND, INC. RIGDEN FARM, FILING 1 BUILDING ENVELOPE BUILDING ENVELOPE BUILDING ENVELOPE BUILDING ENVELOPE BUILDING ENVELOPE BUILDING ENVELOPE BUILDING ENVELOPE 19' 9' 1' PAN 86' ROW 76' - 100' ROW 38' - D D 72' ROW 50' - D 48' - 32' - 69' ROW 9' 19' 9' 8.5' 19' 9' 9' 19' 4' WALK 4' WALK 9' 9' 19' 4' WALK 4' WALK 4' WALK 4' WALK (TYP.) 4' WALK (TYP.) 9' 9' 19' 2' PAN 2' PAN 2' PAN 4' WALK "HC" SIGN "HC" SIGN "HC" SIGN 2" PAN 2' PAN MAILBOX KIOSK D D F F S S S D D D D D F D D D D D D D D D S S S F 2' PAN D S D BUILDING ENVELOPE BUILDING ENVELOPE BUILDING ENVELOPE WHEEL STOP (TYP.) WHEEL STOP (TYP.) WHEEL STOP (TYP.) WHEEL STOP (TYP.) WHEEL STOP (TYP.) LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 LENGTH 48.98' 57.68' 74.04' 97.39' 70.38' 95.80' 53.25' 78.36' 90.50' 145.32' 125.43' 64.84' 66.46' 119.92' 56.35' 90.50' 107.65' 36.00' 119.92' 36.00' BEARING S89�42'41.89"E N78�19'43.72"W S89�42'41.89"E S00�17'18.11"W N89�42'41.89"W N00�17'18.11"E N00�17'18.11"E N00�17'18.11"E S89�42'41.89"E N89�42'41.89"W N00�17'18.11"E S89�42'41.89"E N79�00'32.37"E S89�42'41.89"E N00�17'18.11"E S89�42'41.89"E N00�17'18.11"E N00�17'18.11"E S89�42'41.89"E N00�17'18.11"E CURVE TABLE CURVE C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 DELTA 109�19'00" 90�04'48" 86�03'55" 83�37'14" 83�25'13" 90�00'00" 67�06'48" 67�06'47" 83�37'14" 90�02'20" 90�02'22" 90�00'00" 90�00'00" 78�43'14" 90�04'47" 90�04'21" RADIUS 15.00' 14.99' 20.00' 20.00' 8.00' 8.00' 20.00' 20.00' 20.00' 20.00' 20.00' 8.00' 8.00' 15.00' 19.97' 20.00' LENGTH 28.62' 23.57' 30.04' 29.19' 11.65' 12.57' 23.43' 23.43' 29.19' 31.43' 31.43' 12.57' 12.57' 20.61' 31.40' 31.44' BEARING S54�56'47"W N44�42'42"W S46�40'20"E S42�05'55"W S41�59'55"W S44�42'42"E N33�50'47"E N33�16'08"W S41�31'19"E S45�16'08"W S44�41'31"E S45�17'18"W N44�42'42"W S39�38'55"W S44�45'06"E N45�14'41"E CHORD 24.47' 21.21' 27.30' 26.67' 10.65' 11.31' 22.11' 22.11' 26.67' 28.29' 28.29' 11.31' 11.31' 19.03' 28.26' 28.30' LINE TABLE LINE L21 LENGTH 164.00' BEARING N00�17'18.11"E LEGEND: NOTES: STANDARD ACCESS RAMP BI-DIRECTIONAL ACCESS RAMP S B CURB AND GUTTER DIRECTIONAL ACCESS RAMP (FLARE OPTION) D 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 NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 KEYMAP NTS ILLINOIS DRIVE LIMON DRIVE CUSTER DRIVE IOWA DRIVE No. Revisions: By: Date: REVIEWED BY: G. Schock DESIGNED BY: DRAWN BY: SCALE: DATE: May 21, 2014 PROJECT: 374-012 Sheet Of 23 Sheets THE FLATS AT RIGDEN FARM T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 05/21/14 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� RIGDEN FARM 14TH FILING REPLAT HC1 HORIZONTAL CONTROL PLAN R. Banning B, Ruch 1"=30' CORNER FLARE ACCESS RAMP F 6 C�� E�� D�� D�� D�� D�� D�� S�� U�� P�� & R�� T�� E�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: W�� & W�� U�� C�� F�� C��, C�� UTILITY PLAN APPROVAL E�� P�� 2� 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 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 SS 8" SS G 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W W W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W W W W W � � � WV � � � � � � WV W WV � � � WV � � � WV WV WV 8" SS W W W W WV � � � WV WV WV WV � � � � EX. 42" STORM DRAIN EX. FIRE HYDRANT EX 8" WATER LINE EX. FIRE HYDRANT EX. 100' ROW 50' - EX. 8" WATER LINE EX. 8" SANITARY SEWER 69' ROW 72' ROW EX. 8" SANITARY 8" WATER LINE EX. STORM DRAIN EX. 8" SANITARY EX. 8" SANITARY 8" WATER LINE EX. STORM DRAIN EX. STORM DRAIN EX. STORM DRAIN EX. FIRE HYDRANT EX. FIRE HYDRANT 86' ROW EX. FIRE HYDRANT EX. FIRE HYDRANT EX. 8" SANITARY EX. 12" WATER LINE CUSTER DRIVE IOWA DRIVE (69' PUBLIC ROW) ILLINOIS DRIVE (100' PUBLIC ROW) LIMON DRIVE (72' PUBLIC ROW) (86' PUBLIC ROW) 48' - 22' - 30' - SAWCUT LINE SAWCUT LINE SAWCUT LINE SAWCUT LINE REMOVE TEMPORARY "LEASING OFFICE" SIGN EX. "STOP" SIGN EX. "STOP" SIGN EX. "STOP" SIGN EX. "STOP" SIGN EX. 8" VERTICAL CAST IRON VENT �657 SF REMOVAL AREA �562 SF REMOVAL AREA �380 SF REMOVAL AREA �579 SF REMOVAL AREA KKP - DRAKE, LLC RIGDEN FARM, FILING 8 KKP - DRAKE, LLC RIGDEN FARM, FILING 8 RIGDEN FARM, LLC FILING 16 RIGDEN FARM, LLC FILING 10 RIGDEN FARM, LLC FILING 13 BROOKLYN PARK ROW HOUSES HEARN PROPERTIES LLC BROOKLYN PARK ROW HOUSES HEARN PROPERTIES LLC SEVEN OAKS ACADEMY OF LOVELAND, INC. RIGDEN FARM, FILING 1 EX. CABLE 76' - EX. 6" SANITARY SERVICE REMOVE EX. STONE COLUMNS REMOVE EX. FENCE AND STONE COLUMNS REMOVE GRATES 8' X 8' STORM VAULT & CAP VAULT W/ MIN. 8" THICK PRECAST COVER KEYMAP NTS ILLINOIS DRIVE LIMON DRIVE CUSTER DRIVE IOWA DRIVE No. Revisions: By: Date: REVIEWED BY: G. Schock DESIGNED BY: DRAWN BY: SCALE: DATE: May 21, 2014 PROJECT: 374-012 Sheet Of 23 Sheets THE FLATS AT RIGDEN FARM T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 05/21/14 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� RIGDEN FARM 14TH FILING REPLAT EX1 AND DEMOLITION PLAN EXISTING CONDITIONS R. Banning B. Ruch 1"=30' FIELD SURVEY BY: SUBSURFACE EXPLORATION BY: NOTES: 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.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.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.} 4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 6.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. 7.MILL AND OVERLAY OF STREET CUT AREAS MAY BE REQUIRED. CONTACT CITY ENGINEER FOR INSPECTION. NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 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 Know what'sbelow. Call before you dig. R EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROPERTY BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 H Y D CONTROL IRR G EXISTING TREES (TO BE REMOVED) E D S W EXISTING IRRIGATION IRR LIMITS SAWCUT OF LINE MIL AND OVERLAY REMOVE AND DISPOSE EXISTING ASPHALT PAVEMENT Northern Engineering Services, Inc NE Project No. 374-012 Date: NOVEMBER, 2013 Earth Engineering Consultants "PRELIMINARY SUBSURFACE EXPLORATION REPORT RIGDEN FARM NORTHWEST" EEC Project No. 1052053 Date: May 5, 2005 5 L30 L31 L29 L23 L44 L45 L50 BUILDING 3 EASEMENT EXCLUSION GARAGES 6-7 EASEMENT EXCLUSION BUILDING 7 EASEMENT EXCLUSION BUILDING 6 EASEMENT EXCLUSION BUILDING 2 EASEMENT EXCLUSION BUILDING 5 EASEMENT EXCLUSION BUILDING 4 EASEMENT EXCLUSION GARAGES 1 & 2 EASEMENT EXCLUSION BUILDING 1 EASEMENT EXCLUSION GARAGE 4 EASEMENT EXCLUSION LOT 1 177,646 sq. ft. 4.078 ac. RIGDEN FARM 16TH OWNER: WARREN FEDERAL CREDIT UNION LOT 1 LOT 2 RIGDEN FARM 8TH SHOPS AT RIGDEN FARM OWNER: KKP-DRAKE LLC LOT 3 LOT 4 LOT 5 RIGDEN FARM 1ST OWNER: WAAG LEROY E TRACT B OWNER: ACORN & OAKS PARTNERS LLC RIGDEN FARM 13TH OWNER: LIMON-IOWA LLC RIGDEN FARM 12TH BROOKLYN PARK ROW HOUSES OWNER: BROOKLYN PARK LLC FND #4 REBAR W/YPC "JR ENG PLS 37963" LIMON DRIVE 72' PUBLIC ROW (PER RIGDEN FARM - NW ROADS) CUSTER DRIVE 86' PUBLIC ROW (PER RIGDEN FARM, FILING ONE) ILLINOIS DRIVE 100' PUBLIC ROW (PER RIGDEN FARM 8TH FILING THE SHOPS AT RIGDEN FARM) IOWA DRIVE 69' PUBLIC ROW (PER RIGDEN FARM NW ROADS) FND #4 REBAR W/YPC "JR ENG PLS 37963" FND #4 REBAR W/YPC "JR ENG PLS 37963" FND #4 REBAR W/YPC "JR ENG PLS 37963" FND #4 REBAR W/YPC "JR ENG PLS 37963" Delta= 90�09'07" R=15.00' L=23.60' Dir= S45�21'52"W (R) S45�04'34"W Chord= 21.24' Delta= 89�50'53" R=3.00' L=4.70' Dir= N44�38'08"W (R) N44�55'26"W Chord= 4.24' Delta= 89�55'36" R=15.00' L=23.54' Dir= N45�15'06"E (R) N44�57'49"E Chord= 21.20' BASIS OF BEARINGS NORTH LINE OF RIGDEN FARM 14TH FILING FND #4 REBAR W/YPC "JR ENG PLS 37963" UTILITY, ACCESS AND DRAINAGE EASEMENT (SEE NOTES 4-6) S89�42'42"E 227.44' S89�42'42"E 203.44' S00�17'18"W 130.57' N89�42'42"W 203.44' N00�17'18"E 213.00' S89�42'42"E 83.50' S89�42'42"E 83.50' N89�42'42"W 227.44' N89�42'42"W 203.44' N00�17'18"E 213.00' 30.00' 75.36' 41.92' 24' EMERGENCY ACCESS EASEMENT 30' EMERGENCY ACCESS EASEMENT 30' EMERGENCY ACCESS EASEMENT 24' EMERGENCY ACCESS EASEMENT 30' EMERGENCY ACCESS EASEMENT 68.59' 5.00' 30.00' 10.98' 172.33' 23.42' 30.00' 77.50' 49.02' 75.50' GARAGE 5 EASEMENT EXCLUSION GARAGE 3 EASEMENT EXCLUSION TRASH ENCLOSURE EASEMENT EXCLUSION L33 L38 L49 L46 L4 L5 N89�42'42"W 46.38' S00�17'28"W 56.73' N00�17'28"E 56.73' S89�42'42"E 46.38' L42 L41 L40 L39 L36 L35 L34 L37 L22 N89�42'42"W 93.10' N00�17'18"E 137.32' L19 L20 L21 S00�17'18"W 93.83' S89�42'42"E 68.10' L26 L25 L28 L27 L9 L6 L7 L8 N00�17'18"E 112.43' L48 S89�42'42"E 67.33' L47 N89�42'42"W 67.33' 96.67' 23.50' 86.53' LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 L27 L28 L29 L30 L31 L32 L33 L34 L35 L36 L37 L38 L39 L40 L41 L42 L43 L44 L45 L46 L47 L48 L49 L50 LENGTH 9.05' 8.97' 9.03' 22.28' 10.91' 12.42' 16.00' 12.42' 16.00' 8.94' 9.00' 13.65' 13.65' 13.65' 13.65' 9.00' 8.98' 63.18' 12.41' 19.32' 12.59' 24.17' 26.91' 63.80' 16.00' 12.41' 16.00' 12.41' 38.04' 13.21' 9.00' 10.62' 10.15' 46.29' 24.00' 46.29' 24.00' 24.00' 46.33' 24.00' 46.33' 24.00' 10.62' 9.00' 9.00' 9.00' 25.00' 25.00' 16.92' 9.00' BEARING N00�12'54"E N00�12'54"E N00�12'54"E N73�33'25"W S55�39'32"W N00�17'19"E S89�42'42"E S00�17'19"W N89�42'42"W N00�12'54"E S89�42'42"E S89�42'42"E S89�42'42"E S89�42'42"E S89�42'42"E S89�42'42"E S00�26'25"W S00�26'25"W S89�42'42"E S00�17'18"W S89�42'42"E S00�17'18"W S84�52'46"E S00�26'25"W N00�17'18"E N89�42'42"W S00�17'18"W S89�42'42"E S38�50'00"E S00�26'25"W N89�42'42"W N00�17'18"E N89�42'42"W S89�42'42"E N00�17'18"E N89�42'42"W S00�17'18"W S00�17'18"W S89�42'42"E N00�17'18"E N89�42'42"W S00�17'18"W N00�17'18"E N89�42'42"W N89�42'42"W N89�42'42"W N00�17'18"E S00�17'18"W N00�17'20"E N89�42'42"W REVIEWED BY: G. Gilliland CLIENT: DRAWN BY: SCALE: DATE: 5/20/14 PROJECT: 374-012 Sheet Of 2 Sheets THE FLATS AT RIGDEN FARM 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 hereon. RANGE: 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 ��.��.�� 2 SECTION 29, T7N, R68W CITY OF FORT COLLINS, COLORADO N.A. L. Smith N.A. 29 7N 68 W of the 6th PM NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 (US SURVEY FEET) LEGEND BOUNDARY LINE CENTERLINE EASEMENT LINE EASEMENT LINE FOUND CORNER AS DESCRIBED RIGHT-OF-WAY THE FLATS AT RIGDEN FARM BEING A REPLAT OF RIGDEN FARM FOURTEENTH FILING, LOCATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO BUILDING EASEMENT TIE LINES (R) RECORDED BEARING FROM RIGDEN FARM FOURTEETH FILING 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. __________________________________ For and on Behalf of Northern Engineering 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) 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 OWNER: BY: _________________________________ Name STATE OF COLORADO ) )SS COUNTY OF LARIMER ) The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by ______________________________, as _________________________ of _________________________________________. Witness my hand and official seal My commission expires: ________________ _______________________________ Notary Public LIENHOLDER: BY: _________________________________ STATE OF COLORADO ) )SS COUNTY OF LARIMER ) The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by ______________________________, as _________________________ of _________________________________________. Witness my hand and official seal My commission expires: ________________ _______________________________ Notary Public STATEMENT OF OWNERSHIP AND SUBDIVISION: Know all persons by these presents, that the undersigned owner(s) of the following described land: Rigden Farm Fourteenth Filing, located in the Northwest Quarter of Section 29, Township 7 North, Range 68 West of the 6th P.M., City of Fort Collins, County of Larimer, State of Colorado, contains 97,108 square feet or 2.229 acres per Rigden Farm Second Filing. 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 FLATS AT RIGDEN FARM (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. THE FLATS AT RIGDEN FARM BEING A REPLAT OF RIGDEN FARM FOURTEENTH FILING, LOCATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO 1 SECTION 29, T7N, R68W CITY OF FORT COLLINS, COLORADO N.A. L. Smith N.A. 29 7N 68 W of the 6th PM NOTES: 1. Basis of Bearings is North line of Rigden Farm Fourteenth Filing as bearing South 89°47'06" East and monumented as shown on drawing. 2. All information regarding easements, rights-of-way or Title of Record, Northern Engineering relied upon Title Commitment Number 459-H0382416-HNE, prepared by Heritage Title Company, dated August 23, 2013. 3. The lineal unit of measurement for this plat is U. S. Survey Feet. 4. A blanket utility easement is hereby granted to the public over the property with exclusions as shown on the plat. Utility easements are reserved for the installation, maintenance and replacement of all facilities serving the public. Private utilities are hereby restricted from use and enjoyment of this easement. 5. A blanket access easement is hereby granted to the public over the property with exclusions as shown on the plat. Access easements are for the reasonable conveyance of public pedestrian and vehicular traffic through facilities commonly designed and constructed for such use. Access easements are also hereby granted as emergency access easements as defined in Note 5. 6. Blanket drainage easements are hereby granted to the public over the property with exclusions as shown on the plat. Drainage easements are reserved for the conveyance of runoff by surface or storm sewer as designed within the Development master plans and final improvement plans. VICINITY MAP NORTH 1"=2000' SITE 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 Final Drainage and Erosion Control Report for 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 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 17-92 Located 300 feet south of the southwest corner of East Drake Rd. and TImberline Rd., in the top of an irrigation structure. Elevation= 4935.51 NGVD 29 City of Fort Collins benchmark 05-07 Located at the southwest corner of Rigden Parkway and Drake Rd. on southwest corner of a catch basin. Elevation= 4923.77 NGVD 29 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: a. N/A b. N/A 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 Traffic 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 Traffic 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 Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic 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 Final Drainage and Erosion Control Report forby 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. 4. Except as expressly permitted in a subsequent approved plan of development or other written agreement from the City, all active of passive use by livestock, pets, horses and the like within Tract D shall be prohibited. 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. 2 C�� E�� D�� D�� D�� D�� D�� S�� U�� P�� & R�� T�� E�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: W�� & W�� U�� C�� F�� C��, C�� UTILITY PLAN APPROVAL E�� P�� PHONE NUMBER Northern Engineering Services, Inc. Ryan Banning, PE 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 Northern Engineering Services, Inc. Gary Gilliland, PLS 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (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 United States Infrastructure Corporation, LLC 5803 Lockheed Avenue Loveland, Colorado 80538 (970) 622-9792 ** The underground utility locates provided by United States Infrastructure Corporation, 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. 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: PROJECT LOCATION VICINITY MAP NORTH 1"=2000' DEVELOPER/APPLICANT SUBSURFACE UTILITY LOCATES** SITE ENGINEER SURVEYOR BENCHMARK #1: City of Fort Collins Benchmark 17-92 Located 300 feet south of the southwest corner of East Drake Rd. and TImberline Rd., in the top of an irrigation structure. Elevation= 4935.51 NGVD 29 BENCHMARK #2: City of Fort Collins Benchmark 05-07 Located at the southwest corner of Rigden Parkway and Drake Rd. on southwest corner of a catch basin. Elevation= 4923.77 NGVD 29 Basis of Bearings Basis of Bearings is North line of Rigden Farm Fourteenth Filing as bearing North 89�55'37" East. Northern Engineering Services, Inc NE Project No. 374-012 Date: NOVEMBER, 2013 ORIGINAL FIELD SURVEY BY: Earth Engineering Consultants "PRELIMINARY SUBSURFACE EXPLORATION REPORT RIGDEN FARM NORTHWEST" EEC Project No. 1052053 Date: May 5, 2005 SUBSURFACE EXPLORATION BY: PROJECT BENCHMARKS: SHEET INDEX CS1 COVER SHEET CS2 GENERAL AND CONSTRUCTION NOTES EX1 EXISTING CONDITIONS & DEMOLITION PLAN OVERALL GRADING PLAN U1 G1 OVERALL UTILITY PLAN SUBDIVISION PLAT (FOR REFERENCE ONLY) THE FLATS AT RIGDEN FARM RIGDEN FARM 14TH FILING REPLAT BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO DR1 DRAINAGE EXHIBIT SS1 SANITARY SEWER A PLAN AND PROFILES D1-D3 UTILITY DETAILS D4-D5 DRAINAGE DETAILS D6-D7 SITE DETAILS EC2-EC3 EROSION CONTROL DETAILS No. Revisions: By: Date: REVIEWED BY: G. Schock DESIGNED BY: DRAWN BY: SCALE: DATE: May 21, 2014 PROJECT: 374-012 Sheet Of 23 Sheets THE FLATS AT RIGDEN FARM T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 05/21/14 301 N�� H�� S��, S�� 100 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� RIGDEN FARM 14TH FILING REPLAT CS1 COVER SHEET N.A. A. Boese NTS HC1 HORIZONTAL CONTROL PLAN PV1 PAVING PLAN RF1 ROOF DRAIN PLAN SU1 SUBSURFACE PLAN 1 EC1 EROSION CONTROL PLAN C�� E�� D�� D�� D�� D�� D�� S�� U�� P�� & R�� T�� E�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: W�� & W�� U�� C�� F�� C��, C�� UTILITY PLAN APPROVAL E�� P��