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Home My WebLink AboutTOWNHOMES AT LIBRARY PARK - FDP - FDP140014 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSRIVERSIDE 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 APRIL 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 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 Letter Report for Townhomes at Library Park dated May 14, 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 OHE OHE PRESERVE AND PROTECT TREE (SEE NOTE 6.) PRESERVE AND PROTECT TREE (SEE NOTE 6.) 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 7.) SAWCUT, REMOVE, AND REPLACE PARKING LOT WITH 30" CURB AND GUTTER. APPROXIMATE LIMITS OF ASPHALT TO BE REMOVED. (SEE NOTE 7.) 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 CONCRETE PAD PRESERVE AND PROTECT TREE (SEE NOTE 6.) 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 7.) APPROXIMATE LIMITS OF ASPHALT TF X X X X X X X X OHE OHE 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 SS MH EX1 INV. IN=4971.86 (N) FG=4980.56 SS SERVICE N5 INV. IN=4972.98 (N) INV. OUT=4972.98 (W) FG=SS SERVICE 4977.88 S5 INV. IN=4973.00 (S) INV. OUT=4973.00 (W) FG=4977.95 SS SERVICE N4 INV. IN=4972.44 (E) INV. OUT=4972.36 (W) FG=4978.37 SS SERVICE S4 INV. IN=4972.47 (E) INV. OUT=4972.39 (W) FG=4978.47 SS SERVICE N3 INV. IN=4972.10 (E) INV. OUT=4972.10 (W) FG=4979.04 SS SERVICE S3 INV. IN=4972.12 (E) INV. OUT=4972.12 (W) FG=4979.14 SS SERVICE N2 INV. IN=4971.83 (E) INV. OUT=4971.83 (W) FG=4979.55 SS SERVICE S2 INV. IN=4971.86 (E) INV. OUT=4971.86 (W) FG=4979.68 SS SERVICE N1 INV. IN=4971.51 (E) INV. OUT=4971.51 (W) FG=4979.95 SS SERVICE S1 INV. IN=4971.54 (E) TF X X X X X X X X UD UD UD UD UD UD 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 TYPE 'C' AREA 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.) TIE TO EXISTING SIDEWALK TIE TO EXISTING SIDEWALK TIE TO EXISTING SIDEWALK TF X X X X X X X X OHE OHE 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. IN=4976.26 (S) FG=4979.71 MONITORING WELL INV. IN=4976.26 (N) FG=4979.69 MONITORING WELL INV. IN=4976.13 (N) FG=4979.40 MONITORING WELL INV. IN=4976.12 (S) FG=4979.40 MONITORING WELL INV. IN=4975.99 (S) FG=4978.76 MONITORING WELL INV. IN=4975.99 (N) FG=4978.76 MONITORING WELL INV. IN=4975.86 (S) FG=4978.09 MONITORING WELL INV. IN=4975.85 (N) FG=4978.09 ROOF LEADER CONNECTION INV. OUT=4976.30 (N) FG=4980.22 ROOF LEADER CONNECTION INV. OUT=4976.30 (S) FG=4980.22 ROOF LEADER CONNECTION INV. OUT=4976.17 (S) FG=4979.89 ROOF LEADER CONNECTION OHE OHE TF FLOWLINE OF CURB TOP BACK OF CURB LIP OF CURB PROPOSED 5' SIDEWALK PROPOSED 5' SIDEWALK LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LANDSCAPE PARKWAY OLIVE STREET MATHEWS STREET SAWCUT 5.00 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 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 TF 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 11+61 FLOWLINE OF CURB TOP BACK OF CURB LIP OF CURB PROPOSED 5' SIDEWALK PROPOSED 5' SIDEWALK LANDSCAPE PARKWAY OLIVE STREET MATHEWS STREET SAWCUT 5.00 MATCH FLOWLINE INTO EXISTING INLET MATCH INTO EXISTING FLOWLINE PUBLIC ALLEY ROW LINE SECTION LINE 10+00 4974 4976 4978 4980 4974 4976 4978 4980 -30 -20 -10 0 10 20 SECTION LINE 10+10 4974 4976 4978 4980 4974 4976 4978 4980 -30 -20 -10 0 10 20 SECTION TF X X X X X X X X OHE OHE 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 CIP1 IP IP IP IP IP IP IP IP IP W W RS 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 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 NOTES: LEGEND: 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 TF C6.01 EROSION CONTROL DETAILS Sheet TOWNHOMES AT LIBRARY PARK T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 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 BE PLACED TIGHTLY AGAINST CURB FACE GRAVEL FILTER 1/2" TO 1" BELOW TOP OF CURB TUBULAR MARKER IF AREA ADJACENT TO CURB INLET BOX IS NOT STABILIZED, INSTALL A TEMPORARY SEDIMENT/EROSION CONTROL BMP UNTIL THE SURROUNDING AREA IS SUFFICIENTLY STABILIZED. 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 Sheet TOWNHOMES AT LIBRARY PARK T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 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 - SITE 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 (LOVELAND) Gutter edge may be tapered or battered. (Typical for all Curb & & Gutter Types) 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" Sheet TOWNHOMES AT LIBRARY PARK T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 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 - UTILITIES 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 * BEDDING REQUIRMENTS WW-1 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. Sheet TOWNHOMES AT LIBRARY PARK T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 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 CONST. DETAILS - STORM SEWER 1 ROOF DRAIN CONNECTION PLAN A A C B B C SECTION A-A SECTION B-B SECTION C-C DETAIL 1 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 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 RIBBON CURB PAVER SECTION WITH UNDERDRAIN RIBBON CURB Sheet TOWNHOMES AT LIBRARY PARK T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 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 CONST. DETAILS - STORM SEWER 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 REV. DESCRIPTION BY MM/DD/YY CHK'D 4640 TRUEMAN BLVD HILLIARD, OHIO 43026 NOTE:ALL DIMENSIONS ARE � 1/2 FOOT. DRAWING NUMBER: NTS 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 1 DIMENSIONS FOR SLOTTED PVC PIPE 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. 2 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 OPEN BOTTOM (NO BOTTOM CAP) NYLOPLAST SOLID H-20 HINGED GRATE (ROTATE TO MATCH PAVER PATTERN) PVC GEOMEMBRANE LINER NOTES: · · · · · · · 3 PVC PIPE BOOT 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 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" MARKER AIR-TIGHT PLUG SERVICE WYE DETAIL WW-9 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 1 TYPICAL CLEANOUT DETAIL LANDSCAPED AREAS TRAFFIC/PAVED AREAS 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 **3X INVERTED "U" ARRAY SHOWN * REFER TO SCHEDULE BELOW Rack (typ.) Inverted "U" *E *D *C CL CL CL C L C L (Typ.) Holes Anchor PLAN VIEW BASE RAIL ARRAY Baserail (typ.) RACK BASERAIL LENGTH SCHEDULE ** (16.1") (3.0") (1.50") (4") (15") (30") (38") (16.1") (3.0") (1.50") (4") (15") (30") (38") (16.1") (3.0") (1.50") (4") (15") (30") (38") (19.1") (19.1") (19.1") (19.1") (16.1") (3.0") (1.50") (4") (15") (30") (38") A B C D E F G H BASERAIL 5X ARRAY INVERTED "U" RACKS 4X ARRAY INVERTED "U" RACKS 3X ARRAY INVERTED "U" RACKS 2X ARRAY INVERTED "U" RACKS DESCRIPTION OF UNITS REQ'D *B *H *F NOTES: *A *F *G Symm. About A A See��. �� 1702for Section. 1.9" O.D. Inverted "U" Rack 1 1/2" Schedule 40 Steel Pipe O=7/16" Baserail C L Cross Section of Base Rail SECTION A-A (From ��. ��. 1701) CL Refer to ��. ��. 1701for dimensions 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 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 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 NOTE: 1. TO BE USED AT ALL PAVEMENT EXPANSIONS AND CONTINUATIONS 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 1 SAWCUT DETAIL 2 PERMEABLE PAVER EDGE RESTRAINT 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 3'-4' WATTLE "A" WATTLE "B" 4"-6" ABOVE WATTLE AFTER BAILING WIRE OR NYLON ROPE IS ATTACHED. STAKES NEED TO BE TAMPED UNTIL WIRE/ROPE IS SNUG WITH WATTLE. 1. WHEN USING STRAW WATTLE, THE STRAW WATTLE MUST HAVE A WEIGHTED CORE. SF 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 601 SILT FENCE 603 ROCK SOCK 602 DROP INLET PROTECTION 605 WATTLE INSTALLATION 606 VEHICLE TRACKING PAD 607 CONCRETE WASHOUT AREA ROCK SOCK SECTION ROCK SOCK PLAN ROCK SOCK JOINTING GRADATION TABLE SIEVE SIZE MASS PERCENT PASSING SQUARE MESH SIEVES 604 CURB INLET PROTECTION CIP1 C6.00 EROSION CONTROL PLAN X CIP1 W RS IP VTC CWA SF TEMPORARY BMP'S: NOTE: ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR. Sheet TOWNHOMES AT LIBRARY PARK T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 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 EROSION CONTROL NOTES: LINE 10+20 4974 4976 4978 4980 4974 4976 4978 4980 -30 -20 -10 0 10 20 4.22% SECTION LINE 10+30 4974 4976 4978 4980 4974 4976 4978 4980 -30 -20 -10 0 10 20 2.98% SECTION LINE 10+40 4974 4976 4978 4980 4974 4976 4978 4980 -30 -20 -10 0 10 20 2.60% SECTION LINE 10+50 4974 4976 4978 4980 4974 4976 4978 4980 -30 -20 -10 0 10 20 3.07% SECTION LINE 10+60 4976 4978 4980 4982 4976 4978 4980 4982 -30 -20 -10 0 10 20 3.02% SECTION LINE 10+70 4976 4978 4980 4982 4976 4978 4980 4982 -30 -20 -10 0 10 20 2.79% SECTION LINE 10+80 4976 4978 4980 4982 4976 4978 4980 4982 -30 -20 -10 0 10 20 3.85% SECTION LINE 10+90 4976 4978 4980 4982 4976 4978 4980 4982 -30 -20 -10 0 10 20 4.17% SECTION LINE 11+00 4976 4978 4980 4982 4976 4978 4980 4982 -30 -20 -10 0 10 20 4.51% SECTION LINE 11+10 4976 4978 4980 4982 4976 4978 4980 4982 -30 -20 -10 0 10 20 4.14% SECTION LINE 11+20 4976 4978 4980 4982 4976 4978 4980 4982 -30 -20 -10 0 10 20 3.07% SECTION LINE 11+30 4976 4978 4980 4982 4976 4978 4980 4982 -30 -20 -10 0 10 20 3.20% SECTION LINE 11+40 4976 4978 4980 4982 4976 4978 4980 4982 -30 -20 -10 0 10 20 SECTION LINE 11+50 4976 4978 4980 4982 4976 4978 4980 4982 -30 -20 -10 0 10 20 SECTION LINE 11+60 4976 4978 4980 4982 4976 4978 4980 4982 -30 -20 -10 0 10 20 SECTION LINE 11+61.41 4976 4978 4980 4982 4976 4978 4980 4982 -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 (4.48%) (4.48%) (4.48%) (4.82%) (4.55%) (4.50%) (4.55%) (4.48%) (4.67%) (4.55%) (5.06%) (4.55%) (5.06%) (5.06%) (4.53%) (4.24%) (6.17%) (6.17%) (5.27%) (7.89%) (5.02%) (5.23%) (4.55%) (5.02%) (4.55%) (4.11%) (3.90%) (4.11%) (3.90%) (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 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 5' SIDEWALK Sheet TOWNHOMES AT LIBRARY PARK T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 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 NOTES: LEGEND: CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R TF C5.01 OLIVE STREET CURB CROSS-SECTIONS X OLIVE STREET CROSS-SECTIONS EXISTING FLOWLINE EXISTING GRADE EXISTING GRADE Sheet TOWNHOMES AT LIBRARY PARK T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 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 NOTES: LEGEND: CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R TF C5.00 OLIVE STREET CURB FL PROFILE X OLIVE STREET FLOWLINE - CURB & GUTTER INV. OUT=4976.16 (N) FG=4979.89 ROOF LEADER CONNECTION INV. OUT=4976.03 (N) FG=4979.23 ROOF LEADER CONNECTION INV. OUT=4976.03 (S) FG=4979.23 ROOF LEADER CONNECTION INV. OUT=4975.90 (N) FG=4978.56 ROOF LEADER CONNECTION INV. OUT=4975.89 (S) FG=4978.56 8.25 LF 6" PVC @ 0.50% 8.25 LF 6" PVC @ 0.50% 8.25 LF 6" PVC @ 0.50% 8.25 LF 6" PVC @ 0.50% 8.25 LF 6" PVC @ 0.50% 8.25 LF 6" PVC @ 0.50% 8.25 LF 6" PVC @ 0.50% 8.25 LF 6" PVC @ 0.50% 130.63 LF 6" PVC @ 0.50% MONITORING WELL INV. OUT=4976.06 (E) FG=4979.87 8" DOME GRATE W/ 8" DRAINA BASIN INV. IN=4976.89 (W) INV. OUT=4976.89 (E) FG=4979.45 8" DOME GRATE W/ 8" DRAINA BASIN INV. OUT=4977.35 (E) FG=4979.31 8" DOME GRATE W/ 8" DRAINA BASIN INV. IN=4976.26 (W) INV. OUT=4976.26 (E) FG=4978.78 8" DOME GRATE W/ 8" DRAINA BASIN INV. IN=4975.74 (W) INV. OUT=4975.74 (E) FG=4978.12 TYPE 'C' INLET INV. OUT=4975.38 (E) FG=4977.66 8" DOME GRATE W/ 8" DRAINA BASIN INV. IN=4975.20 (W) INV. OUT=4975.20 (E) FG=4977.40 Existing Inlet A1 INV. IN=4975.00 (N) FG=4977.41 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 INSTALL 10"x10" TEE W/ 10"-8" REDUCER INV. IN=4975.30 (W) INV. IN=4975.38 (N) INV. OUT=4975.30 (S) FG=4977.97 15.89 LF 10" PVC @ 0.50% 31.98 LF 10" PVC @ 0.50% 3.30 LF 12" PVC @ 2.50% 12.62 LF 6" PVC @ 0.50% 19.69 LF 6" PVC @ 0.50% 24.98 LF 6" PVC @ 0.50% 23.00 LF 6" PVC @ 2.00% 31.46 LF 6" PVC @ 2.00% 26.33 LF 6" PVC @ 2.00% 26.58 LF 6" PVC @ 2.00% 8" DOME GRATE W/ 10" DRAINA BASIN INV. IN=4975.24 (N) INV. OUT=4975.24 (S) FG=4978.17 12.47 LF 10" PVC @ 0.50% POTENTIAL CONFLICT (SEE NOTE 4) Sheet TOWNHOMES AT LIBRARY PARK T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 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 & LEGEND: NOTES: TF 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 NORTH 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) Sheet TOWNHOMES AT LIBRARY PARK T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 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 LEGEND: NOTES: TF 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 NORTH INV. OUT=4971.53 (W) FG=4980.02 SERVICE NORTH CONNECTION INV. IN=4971.24 (N) INV. IN=4971.24 (E) INV. OUT=4971.24 (S) FG=4979.77 SERVICE SOUTH CONNECTION INV. IN=4971.26 (N) INV. IN=4971.26 (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% 10.12 LF 1" W.S. S89�56'34"W 37.37 LF 1" W.S. S89�55'03"W 26.74 LF 1" W.S. S89�55'22"W 26.33 LF 1" W.S. S89�55'22"W 26.33 LF 1" W.S. S89�55'22"W 9.31 LF 1" W.S. S89�55'22"W 10.12 LF 1" W.S. S89�56'34"W 37.40 LF 1" W.S. S89�55'30"W 26.71 LF 1" W.S. S89�55'43"W 26.33 LF 1" W.S. S89�55'43"W 26.33 LF 1" W.S. S89�55'43"W 9.29 LF 1" W.S. S89�55'43"W OLIVE STREET MATHEWS STREET PUBLIC ALLEY UNDERGROUND ELECTRICAL VAULT PROPOSED ELECTRICAL SERVICE PROPOSED 3 4" WATER METER & CURB STOP 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) SANITARY SEWER SERVICE (TYP.) REFER TO MECHANICAL WATER & FIRE SERVICE (TYP.) (SEE NOTES 9 & 10) SANITARY SEWER SERVICE (TYP.) REFER TO MECHANICAL WATER & FIRE SERVICE (TYP.) (SEE NOTES 9 & 10) SANITARY SEWER SERVICE (TYP.) REFER TO MECHANICAL WATER & FIRE SERVICE (TYP.) (SEE NOTE 6 & 7) SANITARY SEWER SERVICE (TYP.) REFER TO MECHANICAL WATER & FIRE SERVICE (TYP.) (SEE NOTES 9 & 10) SANITARY SEWER SERVICE (TYP.) REFER TO MECHANICAL WATER & FIRE SERVICE (TYP.) (SEE NOTES 9 & 10) SANITARY SEWER SERVICE (TYP.) REFER TO MECHANICAL SANITARY SEWER SERVICE (TYP.) REFER TO MECHANICAL WATER & FIRE SERVICE (TYP.) (SEE NOTES 9 & 10) SANITARY SEWER SERVICE (TYP.) REFER TO MECHANICAL SANITARY SEWER SERVICE (TYP.) REFER TO MECHANICAL SANITARY SEWER SERVICE (TYP.) REFER TO MECHANICAL WATER & FIRE SERVICE (TYP.) (SEE NOTES 9 & 10) WATER & FIRE 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) MONITORING WELL (TYP.) (SEE SHEET C4.01) CURB STOP (TYP.) CURB STOP (TYP.) CURB STOP (TYP.) CURB STOP (TYP.) 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 MAIN EXISTING 4" WATER MAIN Sheet TOWNHOMES AT LIBRARY PARK T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 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 NORTH NOTES: LEGEND: W G CTV E S W SS CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R TF W TO BE SAWCUT, REMOVED, & REPLACED. (SEE NOTE 7.) 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 7.) 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 7.) 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 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / Sheet TOWNHOMES AT LIBRARY PARK T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 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 CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R NORTH E LEGEND: G T ST FIELD SURVEY BY: NOTES: SS W X VAULT ELEC CONTROL IRR E/TV TREE PROTECTION NOTES: 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: BENCHMARK #1: City of Fort Collins Benchmark 1-13 located at the southwest corner of College Avenue and Maple Street, on a concrete traffic signal base. Elevation= 4976.58 (Fort Collins NGVD29 Unadjusted) BASIS OF BEARING: Basis of Bearings is the West line of Block 32 bearing S00�15'14" W (350.29') (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 Letter Report for Townhomes at Library Park dated May 14, 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 Sheet TOWNHOMES AT LIBRARY PARK T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 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 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 CONSTRUCTION DETAILS - SITE C7.01 CONSTRUCTION DETAILS - UTILITIES C7.02- C7.03 CONST. DETAILS - STORM SEWER 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 � � � � � � �� Sheet TOWNHOMES AT LIBRARY PARK T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 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 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