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TOWNHOMES AT LIBRARY PARK - FDP - FDP140014 - PLANS - UTILITY PLANS
RIVERSIDE AVE. WILLOW ST. LINDEN ST. CACHE LA POUDRE BASIN MOUNTAIN AVE. E. MULBERRY ST S. COLLEGE AVE. S. MASON AVE. MATTHEWS ST. REMINGTON ST. E. MAGNOLIA ST E. OLIVE ST E. OAK ST JULY 2014 UTILITY PLANS FOR CONTACT INFORMATION PROJECT TEAM: Northern Engineering Services, Inc. 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 Intermill Land Surveying 1301 Cleveland Ave. Loveland, Colorado 80537 (970) 669-0516 PLANNER/ LANDSCAPE ARCHITECT 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"=1000' BUILDING ARCHITECT SITE ENGINEER SURVEYOR Original Field Survey: Intermill Land Surveying 1301 Cleveland Ave. Loveland, Colorado 80537 (970) 669-0516 Date: March 20, 2007 FIELD SURVEY BY: SHEET INDEX A. GENERAL NOTES 1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5. All sanitary sewer, storm sewer, and water line 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 Drainage Report for Townhomes at Library Park dated July 17, 2014, 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 X X X X X X X X EMEM OHE OHE E T MP W H Y D WV WV S WV GM C FO T D D PRESERVE AND PROTECT TREE (SEE NOTE 6.) TREE TO BE REMOVED REMOVE EXISTING WATER MANHOLE AND METER VAULT REMOVE EXISTING CURB STOP SAWCUT, REMOVE, AND REPLACE ACCESS DRIVE WITH 30" CURB AND GUTTER. APPROXIMATE LIMITS OF ASPHALT TO BE REMOVED. (SEE NOTE 8.) SAWCUT, REMOVE, AND REPLACE PARKING LOT WITH 30" CURB AND GUTTER. APPROXIMATE LIMITS OF ASPHALT TO BE REMOVED. (SEE NOTE 8.) PRESERVE AND PROTECT EXISTING HANDICAP RAMPS PRESERVE AND PROTECT EXISTING HANDICAP RAMPS REMOVE EXISTING VALLEY PAN DEMOLISH EXISTING CONCRETE PARKING LOT DEMOLISH EXISTING DRIVEWAY DEMOLISH EXISTING SIDEWALK DEMOLISH EXISTING SIDEWALK PRESERVE AND PROTECT EXISTING STORM INLET RIM = 4977.41 INV OUT = 4974.86 (8" CLAY (SE)) PRESERVE AND PROTECT PRESERVE AND PROTECT TREE (SEE NOTE 6.) TREE (SEE NOTE 6.) PRESERVE AND PROTECT TREE (SEE NOTE 6.) PRESERVE AND PROTECT SIGN DEMOLISH EXISTING MASONRY AND STUCCO BUILDING DEMOLISH EXISTING X X X X X X X EV 6' 5' 5' 1.16' 1.76' 1.14' 1.77' 6.01' LANDSCAPE PARKWAY LANDSCAPE PARKWAY 20' UTILITY & PRIVATE ACCESS ESMT (ACCESS BY SEP. DOC.) PROPOSED DIAGONAL PARKING STALLS 20' UTILITY & PRIVATE ACCESS ESMT (ACCESS BY SEP. DOC.) EXISTING CROSS PAN AND ALLEY ENTRANCE PROPOSED 30" VERTICAL CURB AND GUTTER EXISTING RAMPS PROPERTY LINE ROW LINE ROW LINE ROW LINE PROPOSED LOT LINE (TYPICAL) PROPOSED LOT LINE (TYPICAL) LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 8.29' PERMEABLE PAVERS 5.75' PAVERS 5.75' PAVERS BARRIER CURB BARRIER CURB OLIVE STREET PUBLIC ALLEY 3' WARPED CONCRETE 3' WARPED CONCRETE 3' WARPED CONCRETE 3' WARPED CONCRETE 3' WARPED CONCRETE 3' WARPED CONCRETE 3' WARPED EV H Y D WV WV S GM C FO T D D X X X X X X X UD UD UD UD UD UD E E E E E E E E G G G G G G G G G G G G G G G G G G G G G E G E W W W W W W S W S W S W S W S S S S S S F F SS MH EX1 INV. IN=4971.86 (N) FG=4980.56 SS SERVICE N5 INV. IN=4973.31 (N) INV. OUT=4973.31 (W) FG=4977.84 SS SERVICE S5 INV. IN=4973.34 (S) INV. OUT=4973.34 (W) FG=4977.95 SS SERVICE N4 INV. IN=4972.78 (E) INV. OUT=4972.69 (W) FG=4978.37 SS SERVICE S4 INV. IN=4972.80 (E) INV. OUT=4972.72 (W) FG=4978.47 SS SERVICE N3 INV. IN=4972.43 (E) INV. OUT=4972.43 (W) FG=4979.04 SS SERVICE S3 INV. IN=4972.46 (E) INV. OUT=4972.46 (W) FG=4979.14 SS SERVICE N2 INV. IN=4972.17 (E) INV. OUT=4972.17 (W) FG=4979.55 SS SERVICE S2 INV. IN=4972.19 (E) EV X X X X X X X UD UD UD UD UD UD FO T D D FFE=78.22 FFE=80.22 FFE=80.22 FFE=79.55 FFE=78.88 FFE=80.22 FFE=80.22 FFE=79.55 FFE=78.88 FFE=78.22 8" DOME GRATE W/ 10" DRAIN BASIN 8" DOME GRATE W/ 10" DRAIN BASIN 8" DOME GRATE W/ 10" DRAIN BASIN 8" DOME GRATE W/ 10" DRAIN BASIN 8" DOME GRATE W/ 10" DRAIN BASIN 8" DOME GRATE W/ 12" DRAIN BASIN 8" DOME GRATE W/ 10" DRAIN BASIN 8" DOME GRATE W/ 10" DRAIN BASIN 8" DOME GRATE W/ 10" DRAIN BASIN COMBINATION INLET 6" PERFORATED UNDERDRAIN 2' SIDEWALK CHASE 2' CURB OPENING WITH CONCRETE CHASE MONITORING WELL (TYP.) MONITORING WELL (TYP.) STORM DRAIN (SEE SHEET C4.01) EXISTING 10" PVC STORM DRAIN OLIVE STREET MATHEWS STREET PUBLIC ALLEY BARRIER CURB BARRIER CURB MONITORING WELL (TYP.) 3' WARPED CONCRETE 3' WARPED CONCRETE 3' WARPED CONCRETE EV H Y D WV WV S WV GM C FO T D D X X X X X X X UD UD UD UD UD UD E E E E E E E E G G G G G G G G G G G G G G G G G G G G G E G E MONITORING WELL INV. OUT=4977.59 (E) FG=4979.87 8" DOME GRATE W/ 8" DRAINA BASIN INV. IN=4976.81 (W) INV. IN=4976.81 (N) INV. OUT=4976.81 (E) FG=4979.45 8" DOME GRATE W/ 8" DRAINA BASIN INV. OUT=4977.27 (E) FG=4979.31 8" DOME GRATE W/ 8" DRAINA BASIN INV. IN=4976.28 (W) INV. IN=4976.28 (N) INV. OUT=4976.28 (E) FG=4978.68 8" DOME GRATE W/ 8" DRAINA BASIN INV. IN=4975.76 (W) INV. IN=4975.76 (N) INV. OUT=4975.76 (E) FG=4978.01 TYPE 'C' INLET INV. IN=4975.38 (N) INV. OUT=4975.30 (S) FG=4977.23 8" DOME GRATE W/ 8" DRAINA BASIN INV. IN=4975.23 (W) INV. IN=4975.23 (N) INV. OUT=4975.23 (E) FG=4977.30 Existing Inlet A1 INV. IN=4975.00 (N) FG=4977.41 EV FLOWLINE OF CURB TOP BACK OF CURB LIP OF CURB PROPOSED 5' SIDEWALK LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LANDSCAPE PARKWAY OLIVE STREET MATHEWS STREET SAWCUT 5.0' 5.0' MATCH FLOWLINE INTO EXISTING INLET MATCH INTO EXISTING FLOWLINE PUBLIC ALLEY ROW LINE ROW LINE LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 EXISTING TYPE-R INLET P-Curb-South 4975 4980 4985 4975 4980 4985 12+25 12+00 11+00 10+00 9+75 (2.85%) (1.84%) 2.45% 2.05% 1.65% 1.44% PVI STA = 10+07.37 PVI ELEV = 4976.65 PVI STA = 10+12.91 PVI ELEV = 4976.81 PVI STA = 10+22.91 PVI ELEV = 4977.06 PVI STA = 10+32.91 PVI ELEV = 4977.26 PVI STA = 10+42.91 PVI ELEV = 4977.43 PVI STA = 11+39.40 PVI ELEV = 4978.81 PVI STA = 11+43.49 PVI ELEV = 4978.89 Δ = 0.40% Δ = 0.40% Δ = 0.40% Δ = 0.21% Δ = 0.40% MATCH INTO EXISTING FLOWLINE EXISTING GROUND FINISH GROUND MATCH INTO EV 10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00 11+10 11+20 11+30 11+40 11+50 11+60 FLOWLINE OF CURB TOP BACK OF CURB LIP OF CURB PROPOSED 5' SIDEWALK LANDSCAPE PARKWAY OLIVE STREET MATHEWS STREET SAWCUT 5.0' 5.0' MATCH FLOWLINE INTO EXISTING INLET MATCH INTO EXISTING FLOWLINE PUBLIC ALLEY ROW LINE EXISTING TYPE-R INLET EXISTING TYPE-R INLET SECTION LINE 10+00 4976 4978 4980 4976 4978 4980 -60 -50 -40 -30 -20 -10 0 10 20 SECTION LINE 10+10 4976 4978 4980 4976 4978 4980 -60 -50 -40 -30 -20 -10 0 10 20 SECTION LINE 10+20 EV X X X X X X X UD UD UD UD UD UD IP IP IP IP IP W1 W1 W5 IP VTC CWA SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF IP IP IP IP IP IP IP IP IP SF SF SF SF SF SF SF SF SF SF ECM ECM ECM ECM IP OLIVE STREET PUBLIC ALLEY PROPERTY LINE ROW LINE LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 NORTH ( IN FEET ) 1 inch = ft. 10 0 10 Feet 10 20 30 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.EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS. 3.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS (AS APPLICABLE). 4.TOTAL DISTURBED AREA = 0.5 ACRES 5.SWMP ADMINISTRATOR: Contact________________________________ Company________________________________ Address________________________________ Phone________________________________ 6.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF C6.01 EROSION CONTROL DETAILS C. Snowdon F. Wegert 1"=10' No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 07/17/14 PROJECT: 963-001 Sheet TOWNHOMES AT LIBRARY PARK T���� �������� ��� ����������� �� ������� �������� �� N������� E���������� S�������, I��. ��� ��� ��� �� �� ���� ��� ��� ���� �� ������������ ������ ������ ��� ������ �� � P����������� E������� �� ��� ������ �� N������� E���������� S�������, I��. NOT FOR CONSTRUCTION REVIEW SET 07/17/14 200 S���� C������ A�����, S���� 010 F��� C������, C������� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ���.�������������������.��� 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 WIRE ENCLOSED 2"x4" WOOD STUD GRAVEL FILTER SHALL BE OVERFLOW FILTERED RUNOFF %SECTION A-A A A %PLAN VIEW BE PLACED TIGHTLY AGAINST CURB FACE GRAVEL FILTER 1/2" TO 1" BELOW TOP OF CURB No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 07/17/14 PROJECT: 963-001 Sheet TOWNHOMES AT LIBRARY PARK T���� �������� ��� ����������� �� ������� �������� �� N������� E���������� S�������, I��. ��� ��� ��� �� �� ���� ��� ��� ���� �� ������������ ������ ������ ��� ������ �� � P����������� E������� �� ��� ������ �� N������� E���������� S�������, I��. NOT FOR CONSTRUCTION REVIEW SET 07/17/14 200 S���� C������ A�����, S���� 010 F��� C������, C������� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ���.�������������������.��� C7.00 CONSTRUCTION DETAILS C. Snowdon F. Wegert NTS 6" 2"R. 2" 6" 6" 12" 1 1/2"R. 2'-6" 6" 4 1/2" 30" 9" R 0.5" 4.5" 18" 3.63" 21.75" R 0.13" 7" 2" 3.75" 12" ROLL-OVER VERTICAL No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 07/17/14 PROJECT: 963-001 Sheet TOWNHOMES AT LIBRARY PARK T���� �������� ��� ����������� �� ������� �������� �� N������� E���������� S�������, I��. ��� ��� ��� �� �� ���� ��� ��� ���� �� ������������ ������ ������ ��� ������ �� � P����������� E������� �� ��� ������ �� N������� E���������� S�������, I��. NOT FOR CONSTRUCTION REVIEW SET 07/17/14 200 S���� C������ A�����, S���� 010 F��� C������, C������� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ���.�������������������.��� C7.01 CONSTRUCTION DETAILS C. Snowdon F. Wegert NTS 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 Use direct tap (as shown) for 3/4 inch and 1 inch services unless water main is PVC, 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. in which case, use a tapping saddle. GENERAL NOTES 9. 8. 4. 6. 7. No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 07/17/14 PROJECT: 963-001 Sheet TOWNHOMES AT LIBRARY PARK T���� �������� ��� ����������� �� ������� �������� �� N������� E���������� S�������, I��. ��� ��� ��� �� �� ���� ��� ��� ���� �� ������������ ������ ������ ��� ������ �� � P����������� E������� �� ��� ������ �� N������� E���������� S�������, I��. NOT FOR CONSTRUCTION REVIEW SET 07/17/14 200 S���� C������ A�����, S���� 010 F��� C������, C������� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ���.�������������������.��� C7.02 CONSTRUCTION DETAILS C. Snowdon F. Wegert NTS VARIES NOT TO SCALE 1 ROOF DRAIN CONNECTION C7.02 BACK OF CURB EXTEND WALK 6" ON BOTH SIDES OF WALK SIDEWALK (TYP.) 3' 6" VARIES VARIES 3'-3" 8'-6" PLAN 3'-3" 3"A A C B B C (TYP.) 4" BASE (NO. 57) 2" BEDDING (NO. 8 OR NO. 89) AQUA-BRIC (TYPE 1) W/ NO. 8 OR NO. 89 JOINT FILLER COMPACTED SUBGRADE 6" DIA. PVC UNDERDRAIN SLOPE VARIES (0.5% MIN) VARIES SUB-BASE (NO. 2) {1.CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER AND THE CITY OF FORT COLLINS STORMWATER UTILITY A MINIMUM OF ONE WEEK IN ADVANCE SO AS TO ALLOW FOR FIELD OBSERVATION AND DOCUMENTATION OF THE FOLLOWING STORMWATER ITEMS: - COMPACTION OF SUBGRADE - INSTALLATION OF GEOTEXTILE FABRIC - INSTALLATION OF UNDERDRAIN - PLACEMENT AND COMPACTION OF SUB-BASE MATERIAL - INSTALLATION OF EDGE RESTRAINT(S) - PLACEMENT AND COMPACTION OF BASE MATERIAL - PLACEMENT OF SETTING BED - PLACEMENT OF UNIT PAVERS - PLACEMENT AND SWEEPING OF JOINT FILLER 2.EDGE RESTRAINTS AND CURBS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR OR THE EARTHWORK CONTRACTOR PRIOR TO PLACEMENT OF GEOTEXTILE FABRIC AND SUB-BASE. 3.INSTALLATION OF PERMEABLE INTERLOCKING CONCRETE PAVEMENT (PICP) SYSTEM SHALL FOLLOW THE GUIDELINES OF ICPI TECH SPEC NO. 18 AND FULL ICPI SPECIFICATIONS. WORK SHALL BE PERFORMED BY A QUALIFIED CONTRACTOR. QUALIFIED CONTRACTOR SHALL MEAN AN ICPI 'CERTIFIED PAVER INSTALLER' HOLDING A CURRENT PICP SPECIALIST DESIGNATION. 4.GENERAL CONTRACTOR SHALL CONVENE A PRE-CONSTRUCTION MEETING TO ENSURE THAT ALL SUBCONTRACTORS HAVE AN UNDERSTANDING OF HOW THE PICP SYSTEM IS INTENDED TO FUNCTION. CONTRACTOR SHOULD DISCUSS THE PROPOSED SEQUENCE OF CONSTRUCTION AND IDENTIFY ACTIVITIES THAT MAY }{REQUIRE PROTECTION OF THE PERMEABLE PAVEMENT SYSTEM. 5.EXCAVATION OF SUBGRADE SHALL NOT COMMENCE UNTIL AFTER THE PRE-CONSTRUCTION MEETING. PRIOR TO PLACING THE SUB-BASE AGGREGATE, THE UPPER 12 INCHES OF THE SUBGRADE MATERIALS AT THE BASE OF THE SUB-EXCAVATION SHOULD BE SCARIFIED, MOISTURE CONDITIONED, AND RECOMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY AT MOISTURE CONTENTS WITHIN 0 TO 3 PERCENTAGE POINTS ABOVE OPTIMUM. THE GEOTECHNICAL ENGINEER SHALL OBSERVE SUBGRADE PREPARATION AND PROVIDE APPLICABLE TESTING AND REPORTING. 6.THE CONTRACTOR SHOULD PROVIDE SLACK IN GEOTEXTILE FABRIC TO ENSURE PROPER INSTALLATION AND AGGREGATE PLACEMENT WITHOUT DAMAGE. PROVIDE SUFFICIENT SLACK SO THE FABRIC IS NOT TORN WHEN ROCK IS PLACED. IF TEARS ARE SEEN OR DISCOVERED, REPAIR THEM AS RECOMMENDED BY MANUFACTURER WITH NO LESS THAN 18 INCHES OF OVERLAP ON ALL SIDES OF THE TEAR. 7.THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION, PREVENT SEDIMENT, DEBRIS, AND DIRT FROM ANY SOURCE FROM ENTERING THE PERMEABLE PAVEMENT SYSTEM. LOOSE MATERIALS SHALL NOT BE STORED ON THE PERMEABLE PAVEMENT AREA. MUD AND SEDIMENT-LADEN RUNOFF SHOULD BE KEPT AWAY FROM THE PAVEMENT AREA. TEMPORARILY DIVERT RUNOFF OR INSTALL SEDIMENT CONTROL MEASURES AS NECESSARY TO REDUCE THE AMOUNT OF SEDIMENT RUN-ON TO THE PAVEMENT. SURFACE PROTECTION COULD INCLUDE COVERING AREAS OF THE PAVEMENT, PROVIDING ALTERNATIVE CONSTRUCTION VEHICLE ACCESS, AND PROVIDING EDUCATION TO ALL PARTIES WORKING ONSITE. }{ 8.ALL CUT PAVERS USED MUST BE AT LEAST 40% OF THEIR FULL, UNCUT SIZE. 9.THE CONTRACTOR SHOULD CONSIDER PLACING THE WEARING COURSE AFTER FINE GRADING AND LANDSCAPING IN ADJACENT AREAS IS COMPLETE. IF THE WEARING COURSE BECOMES CLOGGED DUE TO CONSTRUCTION ACTIVITIES, CLEAN THE SURFACE WITH A VACUUM MACHINE TO RESTORE THE INFILTRATION RATE AFTER CONSTRUCTION IS COMPLETE. 10.BASE BID PAVERS SHALL BE AQUA-BRIC (80MM) BY BORGERT PRODUCTS IN THE 'AUTUMN BLEND' THREE-COLOR BLEND. DEFAULT LAYING PATTERN SHALL BE 45 HERRINGBONE WITH AN UNCUT SAILOR OR SOLDIER COURSE ALONG THE ENTIRE PERIMETER. CONFIRM PAVER TYPE, COLOR, AND PATTERN WITH OWNER PRIOR TO PURCHASING. 11.CONTRACTOR SHALL PROVIDE A 2% TO 3% OVERSTOCK OF UNCUT PAVERS TO THE OWNER FOR USE IN FUTURE REPAIRS AND REPLACEMENT. } RIBBON CURB PAVER SECTION WITH UNDERDRAIN PAVEMENT RIBBON CURB PAVEMENT SIDE VIEW No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 07/17/14 PROJECT: 6" MIN. 6" MIN. CROSS SECTION A-A AQUA-BRIC (TYPE 1) W/ NO. 8 OR NO. 89 JOINT FILLER 2" BEDDING (NO. 8 OR NO. 89) 4" BASE (NO. 57) VARIES SUB-BASE (NO. 2) %ISOMETRIC VIEW N.T.S. A A 6" MIN. 6" MIN. No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 07/17/14 PROJECT: 963-001 Sheet TOWNHOMES AT LIBRARY PARK T���� �������� ��� ����������� �� ������� �������� �� N������� E���������� S�������, I��. ��� ��� ��� �� �� ���� ��� ��� ���� �� ������������ ������ ������ ��� ������ �� � P����������� E������� �� ��� ������ �� N������� E���������� S�������, I��. NOT FOR CONSTRUCTION REVIEW SET 07/17/14 200 S���� C������ A�����, S���� 010 F��� C������, C������� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ���.�������������������.��� C7.04 CONSTRUCTION DETAILS C. Snowdon F. Wegert NTS 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 City UTILITY of Fort PLAN Collins, APPROVAL Colorado EV X X X X X X X UD UD UD UD UD UD FO T D D 8" DOME GRATE W/ 10" DRAIN BASIN 8" DOME GRATE W/ 10" DRAIN BASIN 8" DOME GRATE W/ 10" DRAIN BASIN 8" DOME GRATE W/ 10" DRAIN BASIN 8" DOME GRATE W/ 10" DRAIN BASIN 8" DOME GRATE W/ 12" DRAIN BASIN 8" DOME GRATE W/ 10" DRAIN BASIN 8" DOME GRATE W/ 10" DRAIN BASIN 8" DOME GRATE W/ 10" DRAIN BASIN COMBINATION INLET 6" PERFORATED UNDERDRAIN 2' SIDEWALK CHASE 2' CURB OPENING WITH CONCRETE CHASE MONITORING WELL (TYP.) MONITORING WELL (TYP.) STORM DRAIN (SEE SHEET C4.01) EXISTING 10" PVC STORM DRAIN OLIVE STREET MATHEWS STREET PUBLIC ALLEY BARRIER CURB BARRIER CURB MONITORING WELL (TYP.) 3' WARPED CONCRETE 3' WARPED CONCRETE 3' WARPED CONCRETE 3' WARPED CONCRETE 3' WARPED CONCRETE 3' WARPED CONCRETE 3' WARPED CONCRETE 3' WARPED CONCRETE TIE TO EXISTING SIDEWALK TIE TO EXISTING SIDEWALK TIE TO EXISTING SIDEWALK TIE TO EXISTING SIDEWALK TIE TO EXISTING PAN TIE TO EXISTING CURB & GUTTER STORM DRAIN (SEE SHEET C4.01) STORM DRAIN (SEE SHEET C4.01) 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 4' SIDEWALK 4' SIDEWALK GRASS LINED SWALE HARDSCAPE (HATCHED) REFER TO LANDSCAPE PLANS PROPOSED 30" VERTICAL CURB & GUTTER PROPOSED 30" VERTICAL CURB & GUTTER (SEE SHEETS C5.00& C5.01 FOR FLOWLINE & CROSS- SECTION DESIGN) ROOF DRAIN W/ CONCRETE COLLAR (TYPICAL) PERMEABLE PAVER SECTION ROOF LEADER (TYP.) ROOF DRAIN W/ CONCRETE COLLAR (TYPICAL) ROOF LEADER (TYP.) ROOF LEADER (TYP.) EXISTING TYPE 'R' INLET STORM DRAIN (SEE SHEET C4.01) STORM DRAIN (SEE SHEET C4.01) B 1.00 0.22 A 0.75 0.08 C 0.86 0.05 OS 0.68 0.11 a b c No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 07/17/14 PROJECT: 963-001 Sheet TOWNHOMES AT LIBRARY PARK T���� �������� ��� ����������� �� ������� �������� �� N������� E���������� S�������, I��. ��� ��� ��� �� �� ���� ��� ��� ���� �� ������������ ������ ������ ��� ������ �� � P����������� E������� �� ��� ������ �� N������� E���������� S�������, I��. NOT FOR CONSTRUCTION REVIEW SET 07/17/14 200 S���� C������ A�����, S���� 010 F��� C������, C������� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ���.�������������������.��� C8.00 DRAINAGE EXHIBIT C. Snowdon C. Snowdon 1" = 10' LEGEND: NOTES: 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 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 NORTH ( IN FEET ) 1 inch = ft. 10 0 10 Feet 10 20 30 5013 PROPOSED CONTOUR 93 PROPOSED SWALE EXISTING CONTOUR PROPOSED VERTICAL PROPOSED OVERLAND FLOW DIRECTION CURB & GUTTER EXISTING STORM SEWER LINE PROPERTY BOUNDARY EXISTING INLET GRATE PROPOSED UNDERDRAIN UD PROPOSED STORM DRAIN PROPOSED RIBBON CURB PROPOSED PERMEABLE PAVERS acres B 1.79 0.86 a BASIN ACREAGE DESIGN POINT BASIN DELINEATION MAJOR RUNOFF COEFFICIENT PROPOSED BASIN LINES Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: IF RISER IS REQUIRED THE BASE IS POURED WITH A "SHIP-LAP" JOINT. 2'-0" 3'-0" GRATING (SEE DETAIL, THIS DRAWING) GRATING DETAIL 3. 2. WEIGHT: 560 LBS 1. NOTES: %ISOMETRIC VIEW PLAN VIEW N.T.S. 4' 6" 6" 2' 6" N.T.S. 6" 5'-8" MAX 3'-0" MIN M.A. STEPS @12" O.C. 4 TON P52 SL (NUMBER REQ'D VARIES WITH HEIGHT) 5'-8" MAX 3'-0" MIN 6" N.T.S. SECTION B-B 3' 6" 3) STEEL REINFORCEMENT: 4) CEMENT: ASTM C-150 SPECIFICATIONS 1) 4 TON P-52 SL ANCHORS (8 REQ'D) A. AASHTO HS-20-44, W/ IMPACT C. EQUIVALENT FLUID PRESSURE = 45 PCF D. 80 PSF LATERAL LIVE LOAD SURCHARGE B. SOIL WEIGHT = 120 PSF 2) CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE DESIGN NOTES: 4500 PSI (MIN.) 1) DESIGN LOADINGS: LIFTING NOTES: FRAME & GRATING NOT SHOWN 4 TON P-52 SL ANCHORS FOR SETTING A. REBAR, ASTM A-615 GRADE 60, MIN. OF 2" CLR. B. MESH, ASTM A-497 GRADE 80 N.T.S. N.T.S. DESIGNED ACCORDING TO ASTM C857-87 AND ASTM C858-83 DESIGNED FOR AASHTO HS-20 LOADING EAST JORDON IRON WORKS CURB INLET 7030 (OR EQUAL) TYPE M2 GRATE AND T1 BACK COMBINATION. 3' GRATING (SEE DETAIL, THIS DRAWING) PIPE(S) SIZE, SHAPE AND LOCATION VARIES A A SECTION A-A B B A A DIRECTION SECTION IS VIEWED) SECTION LINE A-A (ARROWS POINT IN LEGEND PIPE(S) SIZE, SHAPE AND LOCATION VARIES OPEN AREA: 260 SQ. IN. CURB ADJUSTS 4" 2'-7" 3'-7" 6" 3 1/4" TO 9" ANCHORS DATE DRAWN: 3/3/05 D43.dwg DRAWN BY: T. COX SINGLE CURB INLET CAD FILE NAME: DETAIL D-43 STORMWATER CONSTRUCTION DETAILS P.O. BOX 580, FORT COLLINS, CO. 80522 CITY OF FORT COLLINS UTILITIES NOT TO SCALE 603 D6 CONCRETE CUTOFF WALL (TRACTS G & F) 963-001 Sheet TOWNHOMES AT LIBRARY PARK T���� �������� ��� ����������� �� ������� �������� �� N������� E���������� S�������, I��. ��� ��� ��� �� �� ���� ��� ��� ���� �� ������������ ������ ������ ��� ������ �� � P����������� E������� �� ��� ������ �� N������� E���������� S�������, I��. NOT FOR CONSTRUCTION REVIEW SET 07/17/14 200 S���� C������ A�����, S���� 010 F��� C������, C������� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ���.�������������������.��� C7.03 CONSTRUCTION DETAILS C. Snowdon F. Wegert NTS 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 City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: REV. DESCRIPTION BY MM/DD/YY CHK'D 4640 TRUEMAN BLVD HILLIARD, OHIO 43026 NOTE:ALL DIMENSIONS ARE ± 1/2 FOOT. ADVANCED DRAINAGE SYSTEMS, INC. R ADVANCED DRAINAGE SYSTEMS, INC. ("ADS") HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS DRAWING IS INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS PROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS PROVIDED HEREIN ARE GENERAL RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TO CONSTRUCTION. IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS PROVIDED HEREIN MEETS OR EXCEEDS THE APPLICABLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS PROJECT. DIA. DET/RET SYSTEM SHEET DRAWING NUMBER: DRAWN BY: DATE: CK'D BY: SCALE: NTS STRUCTURE CONNECTION INSTALLATION DETAIL CKS 10/10/06 1 OF 1 1 UPDATED DRAWING TJR 02/20/07 CKS NOTES: 1. MAXIMUM INSERTION ANGLE SHALL NOT EXCEED REQUIREMENTS AS SPECIFIED BY THE MANUFACTURER. 2. SEE STANDARD DETAILS STD-202 (A-B) THROUGH STD-204 (A-E) FOR STRUCTURE CONNECTIONS, PRODUCT INFORMATION AND DIMENSIONAL PIPE DATA. INSTALLATION RECOMMENDATIONS ARE ALSO SPECIFIED IN TECHNICAL NOTE 5.04: HDPE CONNECTIONS TO MANHOLES AND STRUCTURES. 3. PERFORMANCE HIGHLY DEPENDENT ON INSTALLATION. CONTRACTOR MUST INSURE MANHOLE GASKET IS UNIFORMLY SEATED AROUND STRUCTURE ADAPTER. EXTRA PRECAUTIONS MUST BE TAKEN TO PREVENT DIFFERENTIAL SETTLEMENT BETWEEN THE PIPE AND MANHOLE. © 2007 ADS, INC. VARIES INSURE BACKFILL IS PLACED UNDER PIPE AND PROPERLY COMPACTED 1 1/2 I.D. MIN. 1 1/2 1.D. MIN. FINISH GRADE MANHOLE/STRUCTURE WALL FIRST COUPLER SHOULD BE 18" (045m) FROM WALL OR BE ENCASED IN FLOWABLE FILL BEDDING NATIVE SOIL SUITABLE FOUNDATION FINISH GRADE CLASS I OR II BACKFILL PER ASTM D2321. COMPACTED IN 8" (0.2m) MAX. LIFTS TO A MIN. OF 90% MAX. STANDARD PROCTOR DENSITY MANHOLE OPENING OUTSIDE DIAMETER OF HDPE PIPE 12" (0.3m) MIN. UNDISTURBED EARTH 8 PAVER SECTION WITH UNDERDRAIN C7.01 NOT TO SCALE NOT TO SCALE 1 C7.03 DIMENSIONS FOR SLOTTED PVC PIPE {NOTE}: "SLOTTED PVC" AND "PERFORATED PVC" SHALL MEAN THE SAME THING WHEN REFERRING TO UNDERDRAINS IN THIS PLAN SET. SCREEN SLOT TABLE A B C D E PIPE SIZE ROWS OF SLOTS MAXIMUM SLOT LENGTH MAXIMUM SLOT WIDTH APPROX. SLOT SPACING O.C. MINIMUM OPEN AREA PER FOOT 6" 3 (MIN.) - 6 (MAX.) 1-3/8" 0.032" 0.516" 1.98 SQ. IN. 60 90 120 A C D B NOT TO SCALE 2 C7.03 MONITORING BASIN 4" MIN EXTEND MIN. 6" INTO SUBGRADE 6" VARS. INTEGRATED DUCTILE IRON FRAME & SOLID GRATE TO MATCH BASIN O.D. NOTES: 1 - GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS SEE DRAWING NO. 7001-110-065 4 - PERFORATIONS SHOULD NOT BE ON OR WITHIN 1" OF ADAPTERS. 5 - HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN. 6 - MIN. 90� SEPARATION BETWEEN HOLES (MAX. 4 HOLES PER ROW) 2" MIN � .375" MAX SIDE VIEW HOLE SIZE & LOCATION NTS ENLARGED TO SHOW DETAIL 6" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. TOP 10" TO BE SOLID, WITHOUT PERFORATIONS 10" SOLID TOP NO PERFORATIONS WITHIN 1" OF ADAPTORS BOTTOM w/ CAP 12" NYLOPLAST STANDARD H-20 HINGED GRATE (ROTATE TO MATCH PAVER PATTERN) PVC GEOMEMBRANE LINER NOTES: 1.THE PVC GEOMEMBRANE INSTALLER SHALL SUPPLY A DETAILED QA/QC MANUAL. 2.THE PVC MANUFACTURER OF THE ROLL GOODS FROM WHICH THE LINER IS FABRICATED MUST HAVE SUCCESSFULLY PRODUCED A MINIMUM OF 20,000,000 SQUARE FEET THAT MEETS THE CURRENT PVC GEOMEMBRANE INSTITUTE (PGI) SPECIFICATIONS. 3.THE PVC GEOMEMBRANE FABRICATOR SHALL HAVE ASSEMBLED A MINIMUM OF 2,000,000 SQUARE FEET FOR CONTAINMENT PURPOSES. THE FABRICATOR WILL PROVIDE THE MANUFACTURER'S CERTIFICATION THAT THE LINER MATERIAL MEETS THE MANUFACTURER'S SPECIFICATIONS. ADDITIONALLY, THE FABRICATOR, WITHIN A REASONABLE PERIOD OF TIME, WILL PROVIDE COPIES FOR THE FACTORY SEAMING TEST LOGS THAT ARE APPROPRIATE TO THE PANELS BEING SHIPPED TO THE JOB SITE. EACH PANEL SHOULD HAVE A HISTORY OF WHAT TESTS WERE PERFORMED AND WHAT THE TEST RESULTS WERE. 4.THE PVC GEOMEMBRANE INSTALLER SHALL HAVE INSTALLED A MINIMUM OF 1,000,000 SQUARE FEET OF PVC GEOMEMBRANE AND BE AN INTERNATIONAL ASSOCIATION OF GEOSYNTHETICS INSTALLERS (IAGI) MEMBER, AND SHALL BE AN IAGI APPROVED INSTALLATION CONTRACTOR (AIC). THE GEOMEMBRANE INSTALLER SHALL DESIGNATE A CERTIFIED WELDING TECHNICIAN. THE CERTIFIED WELDING TECHNICIAN SHALL BE PRESENT DURING ALL SEAMING OPERATIONS AND SHALL HOLD AN IAGI CERTIFIED WELDING TECHNICIAN (CWT) CERTIFICATION IN BOTH EXTRUSION WELDING AND FUSION WELDING. 5.PROPOSED PANEL LAYOUT PLACEMENT DRAWINGS WILL BE PROVIDED TO THE ENGINEER AND/OR THE OWNER BY THE INSTALLER PRIOR TO MATERIAL BEING DELIVERED TO THE JOB SITE. THE PROPOSED PANEL PLACEMENT SHOULD SHOW SEAM DIRECTION AND PANEL SIZES DRAWN TO SCALE. 6.FIELD WELDING SHALL BE PERFORMED IN ACCORDANCE WITH IAGI RECOMMENDATIONS. ONE HUNDRED PERCENT OF THE FIELD SEAMS ARE TO BE NON-DESTRUCTIVELY TESTED IN THE FIELD, AS ARE PATCHES AND APPURTENANCES. THE MOST COMMON TYPE OF NON-DESTRUCTIVE SEAM TESTING IS THE AIR LANCE TEST (ASTM D4437). THE TESTING OF SEAMS SHOULD BE WITNESSED BY A REPRESENTATIVE OF THE OWNER OR THE OWNER'S CONSTRUCTION QUALITY ASSURANCE REPRESENTATIVE. THE INSTALLER WILL BE ALLOWED TO CONTINUE AIR LANCE TESTING IF THE OWNER'S REPRESENTATIVE OR CONSTRUCTION QUALITY ASSURANCE REPRESENTATIVE DECLINES TO WITNESS THE TESTING SO LONG AS DETAILED RECORDS ARE KEPT AND SUPPLIED TO THE OWNER PRIOR TO COVERING THE LINER. 7.THE PVC GEOMEMBRANE INSTALLER SHALL MAINTAIN A LOG OF EACH DAY'S WORK. INCLUDED IN THE LOG WILL BE: {·}DATE {·}AMBIENT TEMPERATURE {·}WEATHER CONDITIONS {·}PANELS DEPLOYED {·}FIELD SEAMS CONSTRUCTED · · · · · · · 3 C7.03 PVC PIPE BOOT NOT TO SCALE 30-MIL PVC GEOMEMBRANE LINER SUMP TO BE PENETRATE THROUGH LINER AND SEALED WATERTIGHT (TYP.) (TYP.) 3/8" BRASS SCREW 18"O.C. EDGE OF STREET 12" R SLOPE 12" R WITH COUNTERSUNK HEAD FLUSH WITH PLATE 5/8" GALV. SECTION A-A SECTION B-B VARIES 6" WITH COUNTERSUNK HEAD FLUSH 3/8" BRASS SCREW-18" O.C. ANCHOR 18" #3 REBAR 1" 6" 3"x2"x3/8" GALV. ANGLE 3'-0" 5/8" GALV. PLATE 2'-0" 1/4" WITH PLATE 3" 6" SLOPE PLATE TO 0.5% SLOPE (MIN.) VARIES DETAIL 1 2'-0" O.C. SEE DETAIL 1 2 1 2 1 VARIES, SEE 5/8" GALV. STEEL PLATE 3"x2"x3/8" GALV. ANGLE BACK OF EDGE OF STREET CURB SLOPE VARIES PLANS EXPANSION EXPANSION MATERIAL MATERIAL SECTION C-C DEPRESSED VARIES #4@12" O.C. #4@12" #4@12" GUTTER DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: NBJ 1/28/09 D-10B METAL SIDEWALK CULVERT FOR VERT. CURB & GUTTER AND DETACHED SIDEWALK 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, 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 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 City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: 12" - 30" DRAIN BASIN 12" - 30" INLINE DRAIN BACKFILL MATERIAL BELOW AND TO SIDES OF STRUCTURE SHALL BE NATIVE SOIL AND BE PLACED UNIFORMLY IN 12" LIFTS AND COMPACTED TO A MIN OF 90% DWG SIZE A SCALE 1:25 SHEET 1 OF 1 DWG NO. 7001-110-111 REV B 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 ���.���������-��.��� 12 IN - 30 IN DB & ID NON TRAFFIC INSTALLATION TITLE PROJECT NO./NAME MATERIAL DATE APPD BY DATE 9-30-99 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY CJA 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. 9-30-99 CJA NON TRAFFIC INSTALLATION BACKFILL MATERIAL BELOW AND TO SIDES OF STRUCTURE SHALL BE NATIVE SOIL AND BE PLACED UNIFORMLY IN 12" LIFTS AND COMPACTED TO A MIN OF 90% N Y L O P L A S T DWG SIZE A SCALE 1:4 SHEET 1 OF 1 DWG NO. 7001-110-197 REV B 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 ���.���������-��.��� 8 IN DOME GRATE ASSEMBLY TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY DATE 3-3-06 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. 3-13-10 EBC 0899CGD DUCTILE IRON 8" DOME GRATE DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. 7001-110-228 APPROX. DRAIN AREA = 30.00 SQ IN APPROX. WEIGHT = 4.54 LBS 8" INLINE DRAIN OR 8" DRAIN BASIN BODY TOP � 8.00 4.00 � ©2010 NYLOPLAST DWG SIZE A SCALE 1:6 SHEET 1 OF 1 DWG NO. 7001-110-228 REV B 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 ���.���������-��.��� 8 IN DOME LOCKING GRATE ASSEMBLY TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY DATE 2-20-06 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. 3-14-10 EBC 1/4-20 X 4 1/2" LONG HEX BOLT (7/16" SOCKET) ZINC-PLATED STEEL 8" DOME GRATE 8" DUCTILE IRON GRATE LOCK BAR 1/4-20 X 1/2" LONG SOCKET HEAD CAP SREWS (ALLEN HEAD) BLACK STEEL 2 PLACES DRILL � .281 HOLE THRU DRILL � .281 HOLE THRU 2 PLACES 0899CGDL � ©2010 NYLOPLAST B A D MIN D MIN DWG SIZE A SCALE 1:25 SHEET 1 OF 1 DWG NO. 7001-110-104 REV D 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 ���.���������-��.��� DRAIN BASIN WITH REDUCER OPTIONS TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY DATE 2-6-03 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY CJA 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. 3-11-10 EBC B A C MIN CONE STYLE REDUCER NOTE: DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY � ©2010 NYLOPLAST CAP STYLE REDUCER 6" MIN ON 8" - 24" 10" MIN ON 30" 6" MIN ON 8" - 24" 10" MIN ON 30" VARIES SIDEWALK 4" 4" 4" 2" 4" 2" 4"4" 2" 6" OUTLET PIPE FRONT VIEW SIDE VIEW CONCRETE COLLAR 5. WATER MAIN 3. 2. 1. IN FACE OF CURB CUT 4 INCH CROSS CORPORATION STOP FOR PAVEMENT CURB STOP 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 1 1/2 INCH OR GREATER CORPORATION STOP FOR 3/4 AND 1 INCH SERVICES SERVICES 1 INCH SERVICES 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 {D = RE: STRUCTURAL} {TOP WAT/FIRE = RE: PLAN} {12" MIN.} 5' (TYP.) SEE NOTE 1 NOTES: {SS INV = RE: PLAN} {5.5' MIN.} {FF ELEV = RE: PLAN} 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 2 C7.01 TYPICAL POINT OF CONNECTION 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 DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, SIDEWALK, DRAINAGE DITCH OR DETENTION NO LANDSCAPING (SHRUBS, BOULDERS, ETC.) OR STRUCTURES TO BE WITHIN 4 FEET OF METER BOX, OR SLOPE GROUND SURROUNDING METER BOX AWAY FROM LID AT 2% MINIMUM GRADE. MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ETC.) IN METER BOX. ALL TEES AND CONNECTION FITTINGS TO BE A MINIMUM OF 5 FEET FROM METER BOX WALL ON OUTLET SIDE. GRADE ACCEPTANCE AFTER METER BOX INSTALLATION REQUIRES THAT THE OWNER ADJUST METER BOX COVER TO 1/2 INCH ABOVE FINAL GRADE. IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, INSTALL VALVE INSIDE THE BUILDING, IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE. 1. 2. 3. 4. 5. 6. 7. 14 IN. MIN. ALLOWED CAST IRON FROST PROOF METER BOX COVER COMPRESSION TYPE CONNECTION LOCK TYPE INLET VALVE TYPE "K" COPPER PIPING 48 IN. 10 IN. INSTALL LID 1/2 INCH ABOVE FINAL LANDSCAPED GRADE FLOW METER BOX METER GENERAL NOTES 2 FT. MAX. CURB BOX 64 IN. (NO OR EXTENSIONS) ALTERATIONS CAST IRON RECESSED LID WITH WORM LOCK RUBBER OR PLASTIC INNER LID NO TREES WITHIN 10 FEET OF METER BOX. NO FOR FITTINGS MIN. OF 5 FT. 18 IN. MAX. ALLOWED 15 IN. RECOMMENDED C.L. OF METER CONNECTION 6 INCH LAYER OF GRAVEL (3/4 IN.- 1 1/2 IN.) UNDER METER BOX 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 EXTERIOR SETTING FOR 3/4 IN. AND 1 IN. WATER METERS 15 4/11/11 BASIN. 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 COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 * DATE REVISED: SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL BEDDING REQUIRMENTS WW-1 NBJ 4/11/11 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 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 City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: NOT TO SCALE 1 TYPICAL CLEANOUT DETAIL C7.01 2. 1. 3. UNDERDRAIN SERVICE CLEANOUTS SHALL BE INSTALLED AS NEAR AS PRACTICAL TO LOCATIONS IDENTIFIED ON PLANS. CLEANOUTS SHALL MEET ALL REQUIREMENTS OF THE UNIFORM PLUMBING CODE. CLEANOUT SHALL BE CONSTRUCTED SO THAT SURFACE LOAD WILL NOT BE TRANSFERRED TO MAIN COMPACTED GRANULAR ELBOW 45 WYE MAIN GRADE AS REQ'D VARIES STORM PIPE FLOW SLOPE TO MATCH MATERIAL TOP OF ELBOW BEDDING ZONE TO FROM BOTTOM OF & FITTINGS (TYP.) PVC SDR 35 PIPE OVER CLEANOUT ACCESS COVER HEAVY-DUTY FINISHED GRADE LANDSCAPED AREAS NTS {UNDERDRAIN CLEANOUT REQUIREMENTS:} 4. WHERE CLEANOUTS ARE LOCATED IN RAIN GARDENS, HORIZONTAL AND VERTICAL ADJUSTMENTS MAY BE NECESSARY TO ENSURE THAT CLEANOUT IS OUTSIDE AND ABOVE SWALE FLOWLINE. SLOPE TO MATCH SRV. GRADE AS REQ'D TRAFFIC/PAVED AREAS NTS STORM PIPE CUT TO MATE w/ BELL FLOW CONTINUATION OF SEWER LINE COUPLING SRV. PIPE VARIES COMPACTED GRANULAR 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 2'x2'x6" DEEP CONCRETE COLLAR 6" MIN. ELBOW 45 WYE (LOVELAND) Gutter edge may be tapered or battered. (Typical for all Curb & & Gutter Types) DATE: 03/01/02 CURB AND GUTTER URBAN AREA STREET STANDARDS LARIMER COUNTY CONSTRUCTION DRAWINGS REVISION NO: 1 701 DRAWING 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 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 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" VAN- ACCESSIBLE PARKING MIN. MIN. ONE IN EVERY EIGHT ACCESSIBLE SPACES, BUT NOT LESS THAN ONE, SHALL BE VAN ACCESSIBLE. ONE SIGN PER SPACE REQUIRED REQUIRED PER SPACE ONE SIGN REQUIRED PER SPACE ONE SIGN CAR ACCESSIBLE VAN ACCESSIBLE "UNIVERSAL DESIGN" CAR & VAN ACCESSIBLE OR A "UNIVERSAL" PARKING SPACE DESIGN MAY BE USED. THIS DESIGN IS USED TO ACCOMMODATE CAR & VAN ACCESSIBLE PARKING SPACES, WHICH ELIMINATES THE NEED FOR TWO SIGN TYPES. 8' 5' 8' 8' 8' 8' 11' 5' 11' 11' 5' RESERVED RESERVED PARKING RESERVED PARKING R7-8 R7-8 R7-8 REVISION NO: 1 DATE: 03/01/02 HANDICAP PARKING REQUIREMENTS (AS PER "ADA") STREET STANDARDS URBAN AREA LARIMER COUNTY CONSTRUCTION DRAWINGS 1407 DRAWING 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 City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: NOTE: 1. TO BE USED AT ALL PAVEMENT EXPANSIONS AND CONTINUATIONS MIN 1' MILL PAVEMENT MIN 2" SAW CUT LINE. CUT TO CLEAN EDGE. EX DEPTH PLUS 2" UP TO 8" THEN EX DEPTH. MAX 30° EXISTING PAVEMENT NEW PAVEMENT NOT TO SCALE 1 C7.00 SAWCUT DETAIL NOT TO SCALE 12" 10" 3" CLR 4000 PSI CONCRETE 2 PERMEABLE PAVER EDGE RESTRAINT C7.00 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. {CURB INLET BLOCK AND GRAVEL FILTER (INLET IN SUMP)} GENERAL NOTES: 1. 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. 2. WASHED ROCK SHALL COMPLY WITH A 1-1/2" MINUS GRADATION. 3. 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". 4. TUBULAR MARKERS SHALL MEET REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 5. OTHER CURB INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY. MAINTENANCE NOTES: 1. THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY 2. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH UPSTREAM OF ROCK BERM IS 2 1/2" OF THE CREST. 3. 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. BMP WIDTH VARIES BMP WIDTH VARIES TUBULAR MARKER FLOW 24" MIN 6' MAX FLOW 4"x4" TRENCH 18" MIN 24" MIN 42" MIN {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 ROTATED 180° IN DIRECTION SHOWN AND DRIVEN INTO THE GROUND. HAS BEEN EXAGGERATED. {SILT FENCE JOINTS} {INSTALLATION NOTES:} 1.DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18". 2.EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. 3.ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR WITH SILT FENCE INSTALLATION MACHINE. NO ROAD GRADERS, BACKHOES, ETC. SHALL BE USED. 4.NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE BURIED IN THE TRENCH. 5.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. 6.SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES. 7.USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY. {MAINTENANCE NOTES:} 1.THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY. 2.SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM SEDIMENT REACHES A DEPTH OF 6". 3.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. 4" MIN. 4" MIN. {1 " x 1 " WOODEN FENCE POSTS} COMPACTED BACKFILL 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 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' 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: 10.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. 11.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. 12.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 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 1. WHEN USING STRAW WATTLE, THE STRAW WATTLE MUST HAVE A WEIGHTED CORE. 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 {INSTALLATION NOTES:} 1.VEHICLE TRACKING CONTROL PAD SHALL BE LOCATED AT EVERY ACCESS POINT TO THE CONSTRUCTION SITE. 2.A SIGN SHALL BE PLACED NEXT TO THE VEHICLE TRACKING CONTROL PAD TO DESIGNATE THE LOCATION AS THE CONSTRUCTION ENTRANCE/EXIT. 3.VEHICLE TRACKING CONTROL PADS SHALL CONSIST OF HARD, DENSE, DURABLE STONE, ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED STONE (i.e. RIVER ROCK AND COBBLES) SHALL NOT BE USED. THE STONES SHALL BE A MINIMUM OF 3" AND A MAXIMUM OF 6" DIAMETER. THE STONES SHALL HAVE A SPECIFIC GRAVITY OF AT LEAST 2.6. CONTROL OF GRADATION WILL BE BY VISUAL INSPECTION. 4.ANY CRACKED OR DAMAGED CURB AND GUTTER AND SIDEWALK SHALL BE REPLACED BY CONTRACTOR. 5.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. 6.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 WASH WATER SEDIMENT TRAP. {MAINTENANCE NOTES:} 1.CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL PAD DAILY. ROCK SURFACE SHALL BE CLEAN AND LOOSE ENOUGH TO RUT SLIGHTLY UNDER WHEEL LOADS AND CAUSE LOOSE ROCK TO DISLODGE MUD FROM TIRES. WHEN ROCK BECOMES COMPACTED OR FILLED WITH SEDIMENT SO THAT THE EFFECTIVENESS OF THE PAD IS DIMINISHED, CONTRACTOR SHALL RIP, TURN OVER, OR OTHERWISE LOOSEN ROCK, PLACE ADDITIONAL NEW ROCK, OR REPLACE WITH NEW ROCK AS NECESSARY TO RESTORE EFFECTIVENESS. 2.SEDIMENT AND OTHER MATERIAL SPILLED, DROPPED OR TRACKED ONTO PAVED SURFACES SHALL BE REMOVED IMMEDIATELY OR BY THE END OF EACH WORKING DAY. 3.VEHICLE TRACKING CONTROL PAD SHALL BE REMOVED AT THE END OF CONSTRUCTION. THE AREA SHOULD BE TOPSOILED, SEEDED, CRIMPED, AND MULCHED OR OTHERWISE STABILIZED. 4.IF VEHICLE WHEEL WASH FACILITIES ARE REQUIRED, CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL AND WHEEL WASH FACILITIES DAILY. 5.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. 3" - 6" ROCK CONSTRUCTION FENCE, TYP., TO DISCOURAGE VEHICLE ACCESS EXCEPT AT VTC SIGN "CONSTRUCTION ENTRANCE" R=5' PAVED SURFACE 20' MIN. A SECTION A NO MATERIALS INCLUDING 2x4'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. 3"-4" ROCK %PLAN% CURB CUT 50' MIN. 2" MIN. 6" MIN. 6" MIN. NOTES: 1.CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2.VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT. 3.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. 4.THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 5.AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE. 6.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. 7.LOCATION OF CONCRETE WASHOUT AREA IS CONCEPTUAL ONLY. FINAL LOCATION TO BE DETERMINED IN THE FIELD AT CONTRACTOR'S DISCRETION. 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 WIRE ENCLOSED 1 1/2" CRUSHED ROCK DROP INLET PERIMETER PLACED AROUND CINDER BLOCKS 1 1/2" CRUSHED ROCK WIRE ENCLOSED INLET DROP RUNOFF FILTERED OVERFLOW SECTION A-A PLAN VIEW STACKED 24" HIGH (2) CINDER BLOCKS A A DROP INLET WITH GRATE WITH NO GAPS (TYP.) TIGHTLY ABUTTING WATTLE FILTER DROP INLET INLET PLAN VIEW ENTRENCH 3" WOOD FRAME WOOD FRAME 2'' X 4'' WITH GRATE DROP INLET 3' 0'' FLOW FLOW NOTE: ENTRENCH WATTLE 3" INTO NATURAL GROUND AT THE OUTSIDE EDGE OF CONCRETE APRON {GENERAL NOTES: }1.INLET PROTECTION AT AREA INLETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. 2.CRUSHED ROCK SHALL BE FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH A 1-1/2" MINUS GRADATION. RECYCLED CONCRETE MEETING THIS GRADATION MAY BE USED. 3.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". 4.IT IS RECOMMENDED THAT FILTER FABRIC, SUCH AS GRATE MATES OR EQUIVALENT, OR OTHER TEMPORARY BMP BE PLACED BENEATH THE INLET GRATE AND MAINTAINED UNTIL THE SURROUNDING AREA DRAINING TO THE INLET IS SUFFICIENTLY STABILIZED. 5.OTHER AREA INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY. {MAINTENANCE NOTES:} 1.THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY. 2.SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH REACHES 1/2 OF THE DESIGN DEPTH. 3.TO PREVENT CLOGGING, INLET GRATE FILTER FABRIC SHOULD BE CLEANED OR REPLACED PERIODICALLY. 4.INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED. 5.WHEN INLET PROTECTION AT AREA INLETS ARE REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. WATTLE WATTLE OR NOTE: INSTALLATION OF WATTLE STAKES MAY VARY (10" MIN. DIAMETER) SF SF W VTC CWA IP 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 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 POSTS SILT FENCE FABRIC (ASTM D6461) ANCHORED IN TRENCH AND ATTACHED TO POST. COMPACTED BACKFILL 1'-6'' MAX. WRAP WOOD FRAME WITH GEOTEXTILE AND STAPLE TO FRAME. GATHER EXCESS AT CORNERS. DROP INLET BLOCK {AND GRAVEL FILTER} {DROP INLET SILT FENCE BOX} BURY GEOTEXTILE AT A DEPTH OF 6'' X 6'' SILT FENCE FABRIC (ASTM D6461) ANCHORED INTRENCH AND ATTACHED TO POST. NOT TO SCALE 601 C6.01 SILT FENCE NOT TO SCALE 604 C6.01 EROSION CONTROL MAT NOT TO SCALE 602 C6.01 DROP INLET PROTECTION NOT TO SCALE 605 C6.01 WATTLE INSTALLATION NOT TO SCALE 606 C6.01 VEHICLE TRACKING PAD NOT TO SCALE 607 C6.01 CONCRETE WASHOUT AREA 603 CURB INLET PROTECTION C6.01 ECM 48.00" 0.88" 0.30" 0.30" FLOW DIRECTION ANCHOR CRIMP CABLE BRACE GRIPPLE GEORUNNER-FLOWPROTECT.DWG R NTS SCALE FILE NAME NOVEMEBER 2010 DATE PRESTO PRODUCTS CO. R GEORUNNER FLOW PROTECTION SYSTEM PRESTO, GEOSYSTEMS, AND GEORUNNER ARE REGISTERED TRADEMARKS OF PRESTO PRODUCTS. L:\Teams\GeoSystem\Imagesogos-Geosystems\Geosystems Logo (4c).jpg 670 NORTH PERKINS STREET APPLETON, WI 54914 920-738-1342 WWW.PRESTOGEO.COM R SHEET 1 C 2010 PRESTO GEOSYSTEMS THIS DRAWING IS COPYRIGHTED AND BASED UPON THE USE OF GEORUNNER MANUFACTURED BY PRESTO GEOSYSTEMS. ANY USE OF THIS DRAWING FOR ANY PRODUCT OTHER THAN THAT MANUFACTURED BY PRESTO GEOSYSTEMS IS STRICTLY PROHIBITED. R R ANCHOR DETAIL 24.00" 0.80" 4 CELLS 4 CELLS 4 CELLS 4 CELLS IP PAVEMENT. 7.SEE "GRADING & EROSION CONTROL NOTES" ON SHEET C0.01 OF THE UTILITY PLAN SET FOR TOWNHOMES AT LIBRARY PARK PREPARED BY NORTHERN ENGINEERING DATED 5/14/2014 FOR ADDITIONAL INFORMATION. 8.THE LOCATION OF EROSION CONTROL MEASURES HAS BEEN SHOWN FOR REFERENCE ONLY. THE CONTRACTOR MAY ALTER THE NUMBER OR LOCATION OF THE EROSION CONTROL MEASURES AS REQUIRED. 9.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON SEEDING/PLANTING, REVEGETATION, EROSION FABRIC/BLANKETS, IRRIGATION, HARDSCAPE AND OTHER TEMPORARY AND PERMANENT SITE STABILIZATION METHODS.} EXISTING LOT LINES LEGEND: PROPOSED ELECTRIC TRANSFORMER PROPOSED CURB & GUTTER PROPOSED EASEMENT LINE PROPERTY BOUNDARY 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 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 TF C6.00 EROSION CONTROL PLAN C. Snowdon F. Wegert 1"=10' PROPOSED BIKE RACK PROPOSED TREE EXISTING TREE EXISTING FENCE X CIP1 W ECM IP VTC CWA SF TEMPORARY BMP'S: VEHICLE TRACKING CONTROL CONCRETE WASHOUT CURB INLET PROTECTION DROP INLET PROTECTION WATTLE DIKE EROSION CONTROL MAT SILT FENCE NOTE: ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR. No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 07/17/14 PROJECT: 963-001 Sheet TOWNHOMES AT LIBRARY PARK T���� �������� ��� ����������� �� ������� �������� �� N������� E���������� S�������, I��. ��� ��� ��� �� �� ���� ��� ��� ���� �� ������������ ������ ������ ��� ������ �� � P����������� E������� �� ��� ������ �� N������� E���������� S�������, I��. NOT FOR CONSTRUCTION REVIEW SET 07/17/14 200 S���� C������ A�����, S���� 010 F��� C������, C������� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ���.�������������������.��� SF TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION CONSTRUCTION PHASE (DESCRIPTION) PHASE I (GRADING) PHASE II (INFRASTRUCTURE) PHASE III (VERTICAL CONSTRUCITON) PHASE IV (PERMANENT BMP'S) G������ (I������ O������) Overlot P������� I����������� Stormwater C������� I����������� Site Walls Building Structure M������������ Hardscape Amenities BEST MANAGEMENT PRACTICES T�������� Inlet Protection (IP) Vehicle Tracking Control (VTC) Flow Barriers (Wattles, Rock Socks, etc.) (WD) Concrete Washout Area (CWA) Preventative Maintenance Activities/Meetings/etc. Silt Fence (SF) P�������� Mulching/Sealant Permanent Seed Planting Sewer Service Water Service Curb and Gutter 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 STORMWATER FACILITIES 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, 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. EROSION CONTROL NOTES: 4976 4978 4980 4976 4978 4980 -60 -50 -40 -30 -20 -10 0 10 20 4.22% SECTION LINE 10+30 4976 4978 4980 4976 4978 4980 -60 -50 -40 -30 -20 -10 0 10 20 2.98% SECTION LINE 10+40 4976 4978 4980 4976 4978 4980 -60 -50 -40 -30 -20 -10 0 10 20 SECTION LINE 10+50 4976 4978 4980 4976 4978 4980 -60 -50 -40 -30 -20 -10 0 10 20 3.07% SECTION LINE 10+60 4976 4978 4980 4976 4978 4980 -60 -50 -40 -30 -20 -10 0 10 20 3.02% SECTION LINE 10+70 4976 4978 4980 4976 4978 4980 -60 -50 -40 -30 -20 -10 0 10 20 2.79% SECTION LINE 10+80 4977 4978 4980 4977 4978 4980 -60 -50 -40 -30 -20 -10 0 10 20 3.85% SECTION LINE 10+90 4977 4978 4980 4977 4978 4980 -60 -50 -40 -30 -20 -10 0 10 20 4.17% SECTION LINE 11+00 4977 4978 4980 4977 4978 4980 -60 -50 -40 -30 -20 -10 0 10 20 4.51% SECTION LINE 11+10 4977 4978 4980 4977 4978 4980 -60 -50 -40 -30 -20 -10 0 10 20 4.14% SECTION LINE 11+20 4977 4978 4980 4977 4978 4980 -60 -50 -40 -30 -20 -10 0 10 20 3.07% SECTION LINE 11+30 4977 4978 4980 4977 4978 4980 -60 -50 -40 -30 -20 -10 0 10 20 3.20% SECTION LINE 11+40 4978 4980 4982 4978 4980 4982 -60 -50 -40 -30 -20 -10 0 10 20 SECTION LINE 11+50 4978 4980 4982 4978 4980 4982 -60 -50 -40 -30 -20 -10 0 10 20 SECTION LINE 11+60 4978 4980 4982 4978 4980 4982 -60 -50 -40 -30 -20 -10 0 10 20 4977.0 4976.99 4977.2 4977.20 4977.4 4977.38 4977.5 4977.53 4977.7 4977.67 4977.8 4977.82 4978.0 4977.96 4978.1 4978.10 4978.2 4978.25 4978.4 4978.39 4978.5 4978.53 4978.7 4978.68 (-2.87%) (-3.00%) (4.48%) (-3.00%) (4.48%) (-2.91%) (-3.00%) (4.48%) (4.82%) (4.56%) (-2.50%) (-2.91%) (4.55%) (4.50%) (-2.50%) (-2.91%) (4.55%) (-2.87%) (-3.00%) (4.48%) (4.67%) (-2.87%) (4.55%) (-2.87%) (-3.53%) (5.06%) (4.55%) (-3.53%) (5.06%) (-2.85%) (-3.53%) (-3.53%) (5.06%) (4.53%) (-3.18%) (-0.96%) (4.24%) (6.17%) (-2.50%) (-3.18%) (6.17%) (5.27%) (7.89%) (-2.50%) (5.02%) (5.23%) (-2.50%) (-2.91%) (4.55%) (5.02%) (-2.50%) (-2.91%) (4.55%) (-6.51%) (-3.13%) (-1.08%) (4.11%) (3.90%) (-5.19%) (-0.96%) (4.24%) (6.17%) EXISTING GRADE FINISH GRADE EXISTING GRADE FINISH GRADE EXISTING GRADE FINISH GRADE EXISTING GRADE FINISH GRADE EXISTING GRADE FINISH GRADE EXISTING GRADE FINISH GRADE EXISTING GRADE FINISH GRADE EXISTING GRADE FINISH GRADE EXISTING GRADE FINISH GRADE EXISTING GRADE FINISH GRADE EXISTING GRADE FINISH GRADE EXISTING GRADE FINISH GRADE EXISTING GRADE FINISH GRADE EXISTING GRADE FINISH GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE 30" VERTICAL CURB 30" VERTICAL CURB 30" VERTICAL CURB 30" VERTICAL CURB 30" VERTICAL CURB 30" VERTICAL CURB 30" VERTICAL CURB 30" VERTICAL CURB 30" VERTICAL CURB 30" VERTICAL CURB 30" VERTICAL CURB 30" VERTICAL CURB 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK EXISTING TYPE-R INLET 5' SIDEWALK EXISTING CURB AND GUTTER EXISTING CURB AND GUTTER EXISTING CURB AND GUTTER EXISTING CURB AND GUTTER EXISTING CURB AND GUTTER EXISTING CURB AND GUTTER EXISTING CURB AND GUTTER EXISTING CURB AND GUTTER EXISTING CURB AND GUTTER EXISTING DRIVEWAY ENTRANCE EXISTING DRIVEWAY ENTRANCE EXISTING DRIVEWAY ENTRANCE EXISTING DRIVEWAY ENTRANCE EXISTING DRIVEWAY ENTRANCE EXISTING ALLEY ENTRANCE EXISTING ALLEY ENTRANCE EXISTING ALLEY ENTRANCE No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 07/17/14 PROJECT: 963-001 Sheet TOWNHOMES AT LIBRARY PARK T���� �������� ��� ����������� �� ������� �������� �� N������� E���������� S�������, I��. ��� ��� ��� �� �� ���� ��� ��� ���� �� ������������ ������ ������ ��� ������ �� � P����������� E������� �� ��� ������ �� N������� E���������� S�������, I��. NOT FOR CONSTRUCTION REVIEW SET 07/17/14 200 S���� C������ A�����, S���� 010 F��� C������, C������� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ���.�������������������.��� NORTH ( IN FEET ) 1 inch = ft. 10 0 10 Feet 10 20 30 NOTES: 1.BICYCLE PARKING IS TO BE PROVIDED WITHIN EACH GARAGE AND SHALL EQUAL ONE SPACE PER BEDROOM. EXISTING LOT LINES LEGEND: PROPOSED ELECTRIC TRANSFORMER PROPOSED CURB & GUTTER PROPOSED EASEMENT LINE PROPERTY BOUNDARY TF C5.01 OLIVE STREET CURB CROSS-SECTIONS C. Snowdon F. Wegert 1"=10' PROPOSED BIKE RACK EXISTING TREE EXISTING FENCE X OLIVE STREET CROSS-SECTIONS SCALE : 1" = 10' HORIZONTAL 1" = 10' VERTICAL 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 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 EXISTING FLOWLINE EXISTING GRADE EXISTING GRADE No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 07/17/14 PROJECT: 963-001 Sheet TOWNHOMES AT LIBRARY PARK T���� �������� ��� ����������� �� ������� �������� �� N������� E���������� S�������, I��. ��� ��� ��� �� �� ���� ��� ��� ���� �� ������������ ������ ������ ��� ������ �� � P����������� E������� �� ��� ������ �� N������� E���������� S�������, I��. NOT FOR CONSTRUCTION REVIEW SET 07/17/14 200 S���� C������ A�����, S���� 010 F��� C������, C������� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ���.�������������������.��� NORTH ( IN FEET ) 1 inch = ft. 10 0 10 Feet 10 20 30 NOTES: 1.BICYCLE PARKING IS TO BE PROVIDED WITHIN EACH GARAGE AND SHALL EQUAL ONE SPACE PER BEDROOM. EXISTING LOT LINES LEGEND: PROPOSED ELECTRIC TRANSFORMER PROPOSED CURB & GUTTER PROPOSED EASEMENT LINE PROPERTY BOUNDARY 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 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 TF C5.00 OLIVE STREET CURB FL PROFILE C. Snowdon F. Wegert 1"=10' PROPOSED BIKE RACK EXISTING TREE EXISTING FENCE X OLIVE STREET FLOWLINE - CURB & GUTTER SCALE : 1" = 10' HORIZONTAL 1" = 5' VERTICAL 8" DOME GRATE W/ 8" DRAINA BASIN INV. IN=4975.45 (N) INV. OUT=4975.45 (S) FG=4977.38 8" DOME GRATE W/ 10" DRAINA BASIN INV. IN=4975.08 (N) INV. IN=4975.08 (W) INV. OUT=4975.08 (S) FG=4977.28 8" DOME GRATE W/ 8" DRAINA BASIN INV. OUT=4975.55 (S) FG=4977.22 15.89 LF 10" PVC @ 0.50% 31.98 LF 10" PVC @ 0.50% 12.82 LF 6" PVC @ 0.50% 19.69 LF 6" PVC @ 0.50% 30.35 LF 6" PVC @ 0.50% 23.00 LF 6" PVC @ 2.00% 26.33 LF 6" PVC @ 2.00% 26.33 LF 6" PVC @ 2.00% 26.33 LF 6" PVC @ 2.00% 8" DOME GRATE W/ 10" DRAINA BASIN INV. IN=4975.24 (N) INV. OUT=4975.24 (S) FG=4978.13 12.67 LF 10" PVC @ 0.50% POTENTIAL CONFLICT (SEE NOTE 4) MONITORING WELL INV. OUT=4977.59 (E) FG=4979.87 MONITORING WELL INV. IN=4977.35 (W) INV. IN=4977.61 (S) INV. IN=4977.61 (N) INV. OUT=4977.34 (E) FG=4979.61 ROOF LEADER CONNECTION INV. OUT=4978.86 (N) FG=4980.22 MONITORING WELL INV. IN=4977.08 (W) INV. IN=4977.33 (S) INV. IN=4977.33 (N) INV. OUT=4977.08 (E) FG=4979.33 CONCRETE COLLAR INV. IN=4978.71 (S) FG=4978.71 ROOF LEADER CONNECTION INV. OUT=4978.33 (N) FG=4980.11 CONCRETE COLLAR INV. IN=4978.18 (S) FG=4978.18 MONITORING WELL INV. IN=4976.42 (W) INV. IN=4976.68 (S) INV. IN=4976.68 (N) INV. OUT=4976.41 (E) FG=4978.69 ROOF LEADER CONNECTION INV. OUT=4977.80 (N) ROOF LEADER FG=4979.44 CONNECTION INV. OUT=4977.85 (S) FG=4980.22 ROOF LEADER CONNECTION INV. OUT=4977.85 (N) FG=4980.22 CONCRETE COLLAR INV. IN=4977.66 (S) FG=4977.66 ROOF LEADER CONNECTION INV. OUT=4977.57 (S) FG=4979.89 ROOF LEADER CONNECTION INV. OUT=4977.57 (N) FG=4979.89 MONITORING WELL INV. IN=4975.75 (W) INV. IN=4976.02 (N) INV. IN=4976.02 (S) INV. OUT=4975.75 (E) FG=4978.02 ROOF LEADER CONNECTION INV. OUT=4977.27 (N) FG=4978.55 CONCRETE COLLAR INV. IN=4977.13 (S) FG=4977.13 ROOF LEADER CONNECTION INV. OUT=4976.92 (S) FG=4979.23 ROOF LEADER CONNECTION INV. OUT=4976.92 (N) FG=4979.23 ROOF LEADER CONNECTION INV. OUT=4976.26 (S) FG=4978.56 ROOF LEADER CONNECTION INV. OUT=4976.25 (N) FG=4978.56 UNDERDRAIN INV. IN=4975.32 (W) FG=4977.26 26.33 LF 6" PVC @ 2.50% 26.33 LF 6" PVC @ 2.50% 27.05 LF 6" PVC @ 1.60% 26.33 LF 6" PVC @ 1.00% 24.58 LF 6" PVC @ 1.00% 11.88 LF 6" PVC @ 2.00% 11.91 LF 6" PVC @ 2.00% 11.87 LF 6" PVC @ 2.00% 11.93 LF 6" PVC @ 2.00% 11.94 LF 6" PVC @ 2.00% 11.85 LF 6" PVC @ 2.00% 11.96 LF 6" PVC @ 2.00% 11.84 LF 6" PVC @ 2.00% 7.18 LF 6" PVC @ 2.00% 7.54 LF 6" PVC @ 2.00% 7.22 LF 6" PVC @ 2.00% 6.99 LF 6" PVC @ 2.00% ROOF LEADER CONNECTION INV. OUT=4976.85 (S) FG=4979.55 2.00 LF 6" PVC @ 2.00% ROOF LEADER CONNECTION INV. OUT=4976.32 (S) FG=4978.99 2.00 LF 6" PVC @ 2.00% ROOF LEADER CONNECTION INV. OUT=4975.80 (S) FG=4978.32 2.00 LF 6" PVC @ 2.00% ROOF LEADER CONNECTION INV. OUT=4975.27 (S) FG=4977.67 2.00 LF 6" PVC @ 2.00% No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 07/17/14 PROJECT: 963-001 Sheet TOWNHOMES AT LIBRARY PARK T���� �������� ��� ����������� �� ������� �������� �� N������� E���������� S�������, I��. ��� ��� ��� �� �� ���� ��� ��� ���� �� ������������ ������ ������ ��� ������ �� � P����������� E������� �� ��� ������ �� N������� E���������� S�������, I��. NOT FOR CONSTRUCTION REVIEW SET 07/17/14 200 S���� C������ A�����, S���� 010 F��� C������, C������� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ���.�������������������.��� C4.01 SUBGRADE PLAN STORM SEWER & C. Snowdon C. Snowdon 1" = 10' LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING CONTOUR PROPOSED BARRIER CURB PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES NOTES: 2.0% PEDESTRIAN ACCESS RAMPS EXISTING SPOT ELEVATION (47.45) PROPOSED VERTICAL CURB & GUTTER 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 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 EXISTING RIGHT OF WAY NORTH PROPOSED RIGHT OF WAY ( IN FEET ) 1 inch = ft. 10 0 10 Feet 10 20 30 SUB-TERRAIN ELECTRIC VAULT EV 3' WARPED CONCRETE 3' WARPED CONCRETE 3' WARPED CONCRETE 3' WARPED CONCRETE 3' WARPED CONCRETE TIE TO EXISTING SIDEWALK TIE TO EXISTING SIDEWALK TIE TO EXISTING SIDEWALK TIE TO EXISTING SIDEWALK TIE TO EXISTING PAN TIE TO EXISTING CURB & GUTTER STORM DRAIN (SEE SHEET C4.01) STORM DRAIN (SEE SHEET C4.01) 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 4' SIDEWALK 4' SIDEWALK GRASS LINED SWALE HARDSCAPE (HATCHED) REFER TO LANDSCAPE PLANS PROPOSED 30" VERTICAL CURB & GUTTER PROPOSED 30" VERTICAL CURB & GUTTER (SEE SHEETS C5.00& C5.01 FOR FLOWLINE & CROSS- SECTION DESIGN) ROOF LEADER (TYP.) ROOF DRAIN W/ CONCRETE COLLAR ROOF DRAIN W/ CONCRETE COLLAR ROOF DRAIN W/ CONCRETE COLLAR ROOF DRAIN W/ CONCRETE COLLAR CONNECT TO ROOF LEADER (TYP.) CONNECT TO ROOF LEADER (TYP.) No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 07/17/14 PROJECT: 963-001 Sheet TOWNHOMES AT LIBRARY PARK T���� �������� ��� ����������� �� ������� �������� �� N������� E���������� S�������, I��. ��� ��� ��� �� �� ���� ��� ��� ���� �� ������������ ������ ������ ��� ������ �� � P����������� E������� �� ��� ������ �� N������� E���������� S�������, I��. NOT FOR CONSTRUCTION REVIEW SET 07/17/14 200 S���� C������ A�����, S���� 010 F��� C������, C������� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ���.�������������������.��� C4.00 GRADING PLAN C. Snowdon C. Snowdon 1" = 10' LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING CONTOUR PROPOSED BARRIER CURB PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES NOTES: 2.0% PEDESTRIAN ACCESS RAMPS EXISTING SPOT ELEVATION (47.45) PROPOSED VERTICAL CURB & GUTTER SUB-TERRAIN ELECTRIC VAULT EV 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 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 EXISTING RIGHT OF WAY NORTH PROPOSED RIGHT OF WAY ( IN FEET ) 1 inch = ft. 10 0 10 Feet 10 20 30 INV. OUT=4972.19 (W) FG=4979.68 SS SERVICE N1 INV. IN=4971.85 (E) INV. OUT=4971.85 (W) FG=4979.95 SS SERVICE S1 INV. IN=4971.87 (E) INV. OUT=4971.87 (W) FG=4980.02 SERVICE NORTH CONNECTION INV. IN=4971.24 (N) INV. IN=4971.57 (E) INV. OUT=4971.24 (S) FG=4979.77 SERVICE SOUTH CONNECTION INV. IN=4971.26 (N) INV. IN=4971.59 (E) INV. OUT=4971.26 (S) FG=4979.78 27.24 LF 6" PVC @ 1.00% 32.21 LF 6" PVC @ 1.00% 26.33 LF 6" PVC @ 1.00% 26.33 LF 6" PVC @ 1.00% 26.79 LF 4" PVC @ 2.00% 27.26 LF 6" PVC @ 1.00% 32.20 LF 6" PVC @ 1.00% 26.33 LF 6" PVC @ 1.00% 26.33 LF 6" PVC @ 1.00% 26.80 LF 4" PVC @ 2.00% 27± LF 1-1/2" HDPE W.S. 26± LF 1-1/2" HDPE W.S. 26± LF 1-1/2" HDPE W.S. 9± LF 1-1/2" HDPE W.S. 27± LF 1-1/2" HDPE W.S. 26± LF 1-1/2" HDPE W.S. 26± LF 1-1/2" HDPE W.S. 9± LF 1-1/2" HDPE W.S. 1.99' 2' 2' OLIVE STREET MATHEWS STREET PUBLIC ALLEY UNDERGROUND ELECTRICAL VAULT PROPOSED ELECTRICAL SERVICE EXISTING FIBER OPTICS EXISTING F. H. EXISTING 6" WATER LINE PROPOSED GAS SERVICE PROPOSED ELECTRICAL SERVICE PROPOSED GAS SERVICE APPROXIMATE ROUTE OF GAS SERVICE (SEE NOTE 7) APPROXIMATE ROUTE OF GAS SERVICE (SEE NOTE 7) 4" PVC @ 2.0% SANITARY SERVICE (TYP.) REFER TO MECHANICAL 4" PVC @ 2.0% SANITARY SERVICE (TYP.) REFER TO MECHANICAL 3/4" WATER SERVICE (TYP.) (SEE NOTES 9 & 10) 4" PVC @ 2.0% SANITARY SERVICE (TYP.) REFER TO MECHANICAL 3/4" WATER SERVICE (TYP.) (SEE NOTE 6 & 7) 4" PVC @ 2.0% SANITARY SERVICE (TYP.) REFER TO MECHANICAL 3/4" WATER SERVICE (TYP.) (SEE NOTES 9 & 10) 4" PVC @ 2.0% SANITARY SERVICE (TYP.) REFER TO MECHANICAL 3/4" WATER SERVICE (TYP.) (SEE NOTES 9 & 10) 4" PVC @ 2.0% SANITARY SERVICE (TYP.) REFER TO MECHANICAL 4" PVC @ 2.0% SANITARY SERVICE (TYP.) REFER TO MECHANICAL 3/4" WATER SERVICE (TYP.) (SEE NOTES 9 & 10) 4" PVC @ 2.0% SANITARY SERVICE (TYP.) REFER TO MECHANICAL 4" PVC @ 2.0% SANITARY SERVICE (TYP.) REFER TO MECHANICAL 4" PVC @ 2.0% SANITARY SERVICE (TYP.) REFER TO MECHANICAL 3/4" WATER SERVICE (TYP.) (SEE NOTES 9 & 10) 3/4" WATER SERVICE (TYP.) (SEE NOTES 9 & 10) INSTALL 1-1/2" SERVICE EXISTING STORM LINE TO BE ABANDONED IN PLACE EXISTING 6" WATER LINE EXISTING WATER SERVICE TO BE ABANDONED AT THE MAIN EXISTING WATER METER EXISTING SEWER SERVICE TO BE REMOVED TO BE ABANDONED AT THE MAIN 6" UNDERDRAIN (SEE SHEET C4.01) MONITORING WELL (TYP.) (SEE SHEET C4.01) CURB STOP (TYP.) W/ TRAFFIC RATED BOX CURB STOP (TYP.) W/ TRAFFIC RATED BOX STORM DRAIN (SEE SHEET C4.01) STORM DRAIN (SEE SHEET C4.01) STORM DRAIN (SEE SHEET C4.01) EXISTING WATER SERVICE TO BE ABANDONED AT THE MAIN APPROXIMATE LIMITS OF ASPHALT PATCHING (SEE NOTE 7) APPROXIMATE LIMITS OF ASPHALT PATCHING (SEE NOTE 7) APPROXIMATE LIMITS OF ASPHALT PATCHING (SEE NOTE 7) APPROXIMATE LIMITS OF ASPHALT PATCHING (SEE NOTE 7) EXISTING 10' SANITARY SEWER EXISTING 4" WATER MAIN TRAFFIC RATED CLEANOUT (TYP.) 3/4" WATER SERVICE (TYP.) (SEE NOTES 9 & 10) FIRE SERVICE (SEE NOTES 10) FIRE SERVICE (SEE NOTES 10) 50± LF 1-1/2" HDPE W.S. 50± LF 1-1/2" HDPE W.S. INSTALL 6"x4" WET TAP WITH 4" - G.V. & T.B. INSTALL 6"x4" WET TAP WITH 4" - G.V. & T.B. APPROXIMATE LIMITS OF ASPHALT PATCHING (SEE NOTE 7) 27± LF 4" FIRE SERVICE 27± LF 4" FIRE SERVICE COMMON PRIVATE SANITARY SERVICE COMMON PRIVATE SANITARY SERVICE COMMON PRIVATE DOMESTIC WATER SERVICE INSTALL CITY CURB STOPS TRAFFIC RATED CLEANOUT (TYP.) 1-1/2"x3/4" TEE W/ STIFFENER (TYP.) No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 07/17/14 PROJECT: 963-001 Sheet TOWNHOMES AT LIBRARY PARK T���� �������� ��� ����������� �� ������� �������� �� N������� E���������� S�������, I��. ��� ��� ��� �� �� ���� ��� ��� ���� �� ������������ ������ ������ ��� ������ �� � P����������� E������� �� ��� ������ �� N������� E���������� S�������, I��. NOT FOR CONSTRUCTION REVIEW SET 07/17/14 200 S���� C������ A�����, S���� 010 F��� C������, C������� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ���.�������������������.��� C3.00 UTILITY PLAN C. Snowdon C. Bowen 1" = 10' NORTH 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.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.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. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 6.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. {7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. } 8.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 9.ALL INDIVIDUAL WATER SERVICES LINES ARE TO BE INSTALLED WITH A CURB STOP OUTSIDE OF THE BUILDING AND A METER WITHIN THE INDIVIDUAL UNITS.{ 10.REFER TO MECHANICAL PLANS FOR ALL WATER SERVICE AND SANITARY SEWER SERVICE LOCATIONS. IF CONFLICT OCCURS BOTH THE MECHANICAL ENGINEER AND CIVIL ENGINEER SHALL BE CONTACTED PRIOR TO INSTALLATION OR ORDERING OF MATERIALS. 11.WATER SERVICE LINES BEYOND CITY CURB STOPS ADJACENT TO MATHEWS STREET AND SANITARY SEWER SERVICE LINES EXTENDING FROM PUBLIC MAIN IN THE ALLEY ARE TO BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. EXISTING LOT LINES EXISTING WATER MAIN PROPOSED STORM SEWER LEGEND: W G CTV E EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS S W PROPOSED WATER SERVICE EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT EXISTING FIRE HYDRANT H Y D PROPOSED EASEMENT LINE PROPERTY BOUNDARY PROPOSED ASPHALT PATCH 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 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 W ( IN FEET ) 1 inch = ft. 10 0 10 Feet 10 20 30 SUB-TERRAIN ELECTRIC VAULT EV CONCRETE 3' WARPED CONCRETE TIE TO EXISTING SIDEWALK TIE TO EXISTING SIDEWALK TIE TO EXISTING SIDEWALK TIE TO EXISTING SIDEWALK TIE TO EXISTING PAN 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 4' SIDEWALK 4' SIDEWALK 21" INFLOW CURB & GUTTER W/ IRON FENCE ABOVE 2' CURB CUT INSTALL TRUNCATED WARNING DOMES INSTALL TRUNCATED WARNING DOMES CONCRETE CUT-OFF WALL 9' DRAINAGE EASEMENT 10' PRIVATE ACCESS, GRADING AND DRAINAGE EASEMENT (BY SEP. DOC.) FENCE WITH GATE GATE TO SWING INTERNAL TO THE PROPERTY (SEE LANDSCAPE PLANS) No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 07/17/14 PROJECT: 963-001 Sheet TOWNHOMES AT LIBRARY PARK T���� �������� ��� ����������� �� ������� �������� �� N������� E���������� S�������, I��. ��� ��� ��� �� �� ���� ��� ��� ���� �� ������������ ������ ������ ��� ������ �� � P����������� E������� �� ��� ������ �� N������� E���������� S�������, I��. NOT FOR CONSTRUCTION REVIEW SET 07/17/14 200 S���� C������ A�����, S���� 010 F��� C������, C������� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ���.�������������������.��� NORTH ( IN FEET ) 1 inch = ft. 10 0 10 Feet 10 20 30 NOTES: 1.BICYCLE PARKING IS TO BE PROVIDED WITHIN EACH GARAGE AND SHALL EQUAL ONE SPACE PER BEDROOM. EXISTING LOT LINES LEGEND: PROPOSED ELECTRIC TRANSFORMER PROPOSED CURB & GUTTER PROPOSED EASEMENT LINE PROPERTY BOUNDARY 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 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 TF C2.00 HORIZONTAL CONTROL PLAN C. Snowdon C. Bowen 1"=10' PROPOSED BIKE RACK EXISTING FENCE X PERMEABLE PAVERS PAVERS PRIVATE CONCRETE SIDEWALK PUBLIC CONCRETE SIDEWALK CONCRETE PAD PRESERVE & PROTECT EXISTING CONCRETE ALLEY ACCESS REMOVE BOLLARD REMOVE BOLLARD PRESERVE AND PROTECT EXISTING HYDRANT PRESERVE AND PROTECT EXISTING WATER VALVE APPROXIMATE LIMITS OF CURB, GUTTER, AND ASPHALT TO BE SAWCUT, REMOVED, AND REPLACED. (SEE NOTE 8.) APPROXIMATE LIMITS OF ASPHALT TO BE SAWCUT, REMOVED, & REPLACED. (SEE NOTE 8.) REMOVE EXISTING CURB STOP ABANDON WATER SERVICE AT THE MAIN PER CITY OF FORT COLLINS LATEST STANDARDS AND SPECIFICATIONS EXISTING 4" WATER MAIN EX. 6" WATER MAIN REMOVE WALL MOUNTED ELECTRIC BOXES & METERS ABANDON WATER SERVICE AT THE MAIN PER CITY OF FORT COLLINS LATEST STANDARDS AND SPECIFICATIONS ABANDON SEWER SERVICE AT THE MAIN PER CITY OF FORT COLLINS LATEST STANDARDS AND SPECIFICATIONS PRESERVE & PROTECT EXISTING ELECTRIC TRANSFORMER APPROXIMATE LIMITS OF ASPHALT TO BE SAWCUT, REMOVED, & REPLACED. (SEE NOTE 8.) REMOVE EXISTING OVERHEAD ELECTRIC SERVICE PER UTILITY COMPANY'S LATEST STANDARDS AND SPECIFICATIONS PRESERVE AND PROTECT EXISTING POWER POLE REMOVE EXISTING POWER POLE APPROXIMATE LIMITS OF CURB, GUTTER, AND ASPHALT TO BE SAWCUT, REMOVED, AND REPLACED. (SEE NOTE 8.) REMOVE EXISTING GAS METER / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / PRESERVE & PROTECT EXISTING PHONE PEDESTAL PRESERVE & PROTECT EXISTING FIBER OPTIC VAULT PRESERVE & PROTECT EXISTING ELECTRIC TRANSFORMERS EXISTING STORM SEWER MANHOLE RIM = 4978.23 INV IN = 4973.45 12" CLAY (NW) INV IN = 4971.29 12" CLAY (W) IN IN = 4973.31 12" CLAY (SE) INV OUT 4971.26 15" PVC (E) EXISTING STORM SEWER MANHOLE RIM = 4977.3 INV IN = 4974.8 (6" CLAY (NW)) INV IN = 4974.1 (8" CLAY (W)) INV OUT 4974.05 (12" CLAY (SE)) EXISTING SANITARY SEWER MANHOLE RIM = 4980.56 INV IN 4971.96 8" PVC (S) INV OUT = 4971.86 8" PVC (N) / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / STORM SEWER TO BE REMOVED AND HOLE GROUTED AT MANHOLE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / TREE TO BE REMOVED REMOVE FENCE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / REMOVE A PORTION OF FENCE LOCATED WITHIN EASEMENT DEMOLISH EXISTING CONCRETE PAD No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 07/17/14 PROJECT: 963-001 Sheet TOWNHOMES AT LIBRARY PARK T���� �������� ��� ����������� �� ������� �������� �� N������� E���������� S�������, I��. ��� ��� ��� �� �� ���� ��� ��� ���� �� ������������ ������ ������ ��� ������ �� � P����������� E������� �� ��� ������ �� N������� E���������� S�������, I��. NOT FOR CONSTRUCTION REVIEW SET 07/17/14 200 S���� C������ A�����, S���� 010 F��� C������, C������� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ���.�������������������.��� C1.00 & DEMOLITION PLAN EXISTING CONDITIONS N.A. F. Wegert 1"=20' 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 K��� ����'� �����. C��� ������ ��� ���. R NORTH ( IN FEET ) 1 inch = ft. 10 0 10 Feet 10 20 30 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER ST EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL FIELD SURVEY 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.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 5.NORTHERN ENGINEERING ASSUMES NO RESPONSIBLITY TO THE ACCURACY OR COMPLETENESS OF THE EXISTING SURVEY INFORMATION PROVIDED BY INTERMILL LAND SURVEYING. 6.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.} 7.REFER TO LANDSCAPE PLANS BY BHA DESIGN FOR TREE PROTECTION NOTES, PROCEDURES, AND MITIGATION REQUIREMENTS 8.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. EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT LIMITS OF CONSTRUCTION EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 EXISTING MONITORING WELL MW VAULT ELEC H Y D CONTROL IRR EXISTING LOT LINE EXISTING TREES (TO REMAIN) EXISTING TREES (TO BE REMOVED) ORIGINAL FIELD SURVEY: Intermill Land Surveying DATE: March 20, 2007 EXISTING ELEC/TV E/TV {1.EXISTING TREES MARKED FOR PROTECTION AND PRESERVATION SHALL NOT BE REMOVED. 2.HEAVY EQUIPMENT SHOULD NOT BE ALLOWED TO COMPACT OVER THE ROOT ZONE OF EXISTING TREES. 3.AVOID CUTTING SURFACE ROOTS WHENEVER POSSIBLE, SIDEWALKS AND PAVING LEVELS SHOULD BE CONTOURED SUFFICIENTLY TO AVOID DAMAGE. 4.ROOT CUTS FROM EXCAVATION SHOULD BE DONE RAPIDLY, SMOOTH FLUSH CUTS SHOULD BE MADE, BACKFILL BEFORE THE ROOTS HAVE A CHANCE TO DRY OUT AND WATER THE TREE IMMEDIATELY. 5.PRIOR TO CONSTRUCTION, ALL PROTECTED TREES SHALL HAVE A ORANGE PROTECTIONS BARRIER FENCING ERECTED, WHICH AS A MINIMUM ARE SUPPORTED BY 1" X 1" OR SIMILAR STURDY STOCK, FOR SHIELDING OF PROTECTED TREES, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ON HALF () OF THE DRIP LINE, WHICH EVER IS GREATER, WITHIN THIS PROTECTION ZONE THERE SHALL BE NO MOVEMENT OF EQUIPMENT OR STORAGE OF EQUIPMENT, MATERIALS, DEBRIS, FILL OR CUT UNLESS APPROVED BY THE CITY FORESTER. 6.ALL EXISTING TREES SHALL BE PRUNED TO THE CITY FORESTER'S "MEDIUM PRUNED STANDARDS." }{ 7.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 8.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE OR DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE, WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 9.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 10.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATION FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAYS AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN NOT (5) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POSTS STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING A RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED. 11.ALL TREE PRUNING AND REMOVAL WORK SHALL BE PERFORMED BY A CITY OF FORT COLLINS LICENSED ARBORIST WHERE REQUIRED BY CODE. }{12.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW.} TREE PROTECTION NOTES: TREE DIAMETER AT BREAST HEIGHT (INCHES) AUGER DISTANCE FROM FACE OF TREE (FEET) 0-2 1 3-4 2 5-9 5 10-14 10 15-19 12 OVER 19 15 REMOVE EXISTING CONCRETE PAVEMENT OR SIDEWALK REMOVE EXISTING ASPHALT PAVEMENT REMOVE EXISTING STRUCTURE GM MP EXISTING STORM SEWER MANHOLE EXISTING SANITARY SEWER MANHOLE D S PROPERTY BOUNDARY Permit is obtained, if applicable. 23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer's absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation. 24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final report. 25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets. 26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections. 27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads within these districts. 28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval. 29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a permit. 30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities. 32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. 34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by the City of Fort Collins. 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 City of Fort Collins 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 (1) for the project as well as the basis of bearings. The information shall be as follows: Project Benchmarks: 6-00 - Located on a catch basin at the northwest corner of Mulberry Street and College Ave. Elevation = 4990.68 (NGVD 1929 Datum Unadjusted) - Project Datumn Elevation = 4993.85 (NAVD 88) - For Reference Only NAVD 88 = NGVD 29 Unadjusted + 3.17 5-00 - Located on the top of curb at the signal pole base at the northwest corner of Linden Street and Jefferson Street. Elevation = 4974.87 (NGVD 1929 Datum Unadjusted) - Project Datumn Elevation = 4978.05 (NAVD 88) - For Reference Only NAVD 88 = NGVD 29 Unadjusted + 3.18 Basis of Bearings The Basis of Bearings is the South line of the Southwest Quarter of Section 5 as bearing South 88°53'23" East (assumed bearing). 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: - None 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 or their designate. 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 Drainage Report for Townhomes at Library Park dated July 17, 2014,by Northern Engineering Services, Inc., shall be followed and implemented. 3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. E. Utility Notes 1. All waterline and sanitary sewer construction shall conform to the Fort Collins 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. Tracer wire shall be installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal box and tracer wire test lid per City Water Detail 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 Know what'sbelow. Call before you dig. R City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 07/17/14 PROJECT: 963-001 Sheet TOWNHOMES AT LIBRARY PARK T���� �������� ��� ����������� �� ������� �������� �� N������� E���������� S�������, I��. ��� ��� ��� �� �� ���� ��� ��� ���� �� ������������ ������ ������ ��� ������ �� � P����������� E������� �� ��� ������ �� N������� E���������� S�������, I��. NOT FOR CONSTRUCTION REVIEW SET 07/17/14 200 S���� C������ A�����, S���� 010 F��� C������, C������� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ���.�������������������.��� C0.01 GENERAL CONSTRUCTION NOTES C. Snowdon F. Wegert NTS TOWNHOMES AT LIBRARY PARK SOUTHWEST QUARTER OF SECTION 12, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO DEVELOPER C0.00 COVER SHEET C0.01 GENERAL CONSTRUCTION NOTES C1.00 EXISTING CONDITIONS & DEMOLITION PLAN C2.00 HORIZONTAL CONTROL PLAN C3.00 UTILITY PLAN C4.00 GRADING PLAN C4.01 STORM SEWER & SUBGRADE PLAN C5.00 OLIVE STREET CURB FL PROFILE C5.01 OLIVE STREET CURB CROSS-SECTIONS C6.00 EROSION CONTROL PLAN C6.01 EROSION CONTROL DETAILS C7.00- C7.04 CONSTRUCTION DETAILS C8.00 DRAINAGE EXHIBIT GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7828 ELECTRIC-------- City of Fort Collins Light & Power-- Doug Martine (970) 224-6152 CABLE------------- Xfinity-------------------------------------- Don Kapperman (970) 567-0245 TELECOM.--------Centurylink------------------------------- Robert Rulli (970) 490-7503 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) 224-6065 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. PHONE NUMBER Kephart 2555 Walnut Street Denver, Colorado 80205 (303) 832-4474 NOCO Townhomes, Inc. PO Box 270070 Fort Collins, Colorado 80527-0070 Kephart 2555 Walnut Street Denver, Colorado 80205 (303) 832-4474 E N G I N E E R I N G � � � � � � �� No. Revisions: By: Date: REVIEWED BY: R. Curtiss DESIGNED BY: DRAWN BY: SCALE: DATE: 07/17/14 PROJECT: 963-001 Sheet TOWNHOMES AT LIBRARY PARK T���� �������� ��� ����������� �� ������� �������� �� N������� E���������� S�������, I��. ��� ��� ��� �� �� ���� ��� ��� ���� �� ������������ ������ ������ ��� ������ �� � P����������� E������� �� ��� ������ �� N������� E���������� S�������, I��. NOT FOR CONSTRUCTION REVIEW SET 07/17/14 200 S���� C������ A�����, S���� 010 F��� C������, C������� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ���.�������������������.��� C0.00 COVER SHEET C. Snowdon F. Wegert NTS 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 City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Project Benchmarks: 6-00 - Located on a catch basin at the northwest corner of Mulberry Street and College Ave. Elevation = 4990.68 (NGVD 1929 Datum Unadjusted) - Project Datum Elevation = 4993.85 (NAVD 88) - For Reference Only NAVD 88 = NGVD 29 Unadjusted + 3.17 5-00 - Located on the top of curb at the signal pole base at the northwest corner of Linden Street and Jefferson Street. Elevation = 4974.87 (NGVD 1929 Datum Unadjusted) - Project Datum Elevation = 4978.05 (NAVD 88) - For Reference Only NAVD 88 = NGVD 29 Unadjusted + 3.18 Basis of Bearings The Basis of Bearings is the South line of Lot 1, Block 132, Town of Fort Collins as bearing South 89° 59' 31" West (assumed bearing). PROJECT BENCHMARKS: Earth Engineering Consultants "Preliminary Geotechnical Subsurface Exploration Report 220 East Olive Street Fort Collins, Colorado" EEC Project No. 07-01-151 Date: August 23, 2007 SUBSURFACE EXPLORATION BY: