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Home My WebLink AboutPLUM & SHIELDS EXTRA OCCUPANCY RENTAL HOUSE - PDP/FDP - FDP130053 - SUBMITTAL DOCUMENTS - ROUND 4 - UTILITY PLANSW. PLUM ST. SHIELDS ST. MULBERRY ST. TAFT HILL RD. ELIZABETH ST. W. PROSPECT RD. MOUNTAIN AVE. PROJECT SITE DEVELOPER/APPLICANT CONTACT INFORMATION PROJECT TEAM: 801 Shields, LLC Lance Dehning 1155 15th Avenue Longmont, CO 80501 720-327-8050 GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7828 ELECTRIC-------- City of Fort Collins Light & Power-- Doug Martine (970) 224-6152 CABLE------------- Comcast----------------------------------- Don Kapperman (970) 567-0245 TELECOM.--------CenturyLink------------------------------- William Johnson (970) 490-7501 WATER------------ City of Fort Collins Utilities----------- Roger Buffington (970) 221-6700 WASTEWATER--City of Fort Collins Utilities----------- Roger Buffington (970) 221-6700 STORMWATER- City of Fort Collins Utilities----------- Glen Schlueter (970) 221-6700 FIBER OPTICS-- Colorado State University------------ Kurt Davis (970) 491-0187 UTILITY CONTACT LIST: * UTILITY COMPANY * This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of Colorado (UNCC) at 811 for additional information. JULY 2013 SHEET INDEX UTILITY PLANS FOR LOT 1, TURNING POINT,�� 15, �� 7 ��, �� 69 �� 6�� .�. �� , �� , �� PLUM & SHIELDS GREEK HOUSING PHONE NUMBER Northern Engineering Services, Inc. Nick Haws, PE, LEED AP 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 Northern Engineering Services, Inc. Gary Gilliland, PLS 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 PLANNER/ LANDSCAPE ARCHITECT SiteWise, LLC 7000 N. Broadway Building 3, Suite 306 Denver, Colorado 80221 (303) 650-8680 *The underground utility locates provided by SiteWise, LLC are based upon the best available information at the time of locating. Contractor acknowledges that it is common for underground facility owner maps to have errors and omissions of data shown. Consequently, it is the Contractor's sole responsibility to field verify the location of all utilities prior to construction, and notify the Engineer of any discrepancies found. VICINITY MAP NORTH 1"=2000' C001 GENERAL & CONSTRUCTION NOTES A. Reese A. Reese NA 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 A. GENERAL NOTES 1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer. 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. 7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction. 10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. T S G G G G G G G G G G G G G G G G G T T T T T T T T T T T T T T T T T FO FO FO FO FO FO FO FO FO FO FO T T T T T T T T T T T T T T T FO FO FO FO FO FO FO FO G G G G G G G G CTV CTV CTV T T T T T W W W X X X X X X X X X X X X X X X X X X X X X X X X X X X X G CABLE CT VAULT ELEC ELEC T C S C S ELEC ELEC �� EXISTING BUILDING CTV CTV CTV X X X X X X X X X X X X X X G �� EXISTING BUILDING PLUM STREET SHIELDS STREET �� 1109 �. �� , �� 80521 EXISTING 5' UTILITY EASEMENT EXISTING 12' UTILITY EASEMENT EXISTING 3' UTILITY EASEMENT �� 805 �. �� , �� 80521 EXISTING ASPHALT PARKING AREA EXISTING ASPHALT PARKING AREA PROPOSED 18" VERTICAL CURB & GUTTER PROPOSED ATTACHED 10' CONCRETE SIDEWALK EXISTING 9' UTILITY EASEMENT EXISTING CURB & GUTTER TO REMAIN PROPOSED 6' CONCRETE SIDEWALK PROPOSED ACCESS RAMP PROPOSED 18" OUTFALL VERTICAL CURB & GUTTER PROPOSED 18" OUTFALL VERTICAL CURB & GUTTER PROPOSED BIKE RACK TRASH EXISTING GAS METER PROPOSED BOLLARDS EXISTING CONRETE SIDEWALK TO BE REMOVED AND REPLACED EXISTING STAIRS TO REMAIN EXISTING PROPOSED LANDSCAPING WALL T S G G G G G G G G G G G G G G G G G T T T T T T T T T T T T T T T T T FO FO FO FO FO FO FO FO FO FO FO T T T T T T T T T T T T T T T FO FO FO FO FO FO FO FO G G G G G G G CTV CTV CTV T T T T T W W W X X X X X X X X X X X X X X G CABLE CT VAULT ELEC ELEC T C S C S ELEC ELEC �� PLUM STREET SHIELDS STREET EXISTING 5' UTILITY EASEMENT EXISTING 12' UTILITY EASEMENT EXISTING 3' UTILITY EASEMENT �� No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 14, 2014 PROJECT: 970-001 Sheet Of 8 Sheets PLUM & SHIELDS GREEK HOUSING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET E N G I N E E R I N G � � � � � � �� JULY 14, 2014 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 ��.��.�� P��: 970.221.4158 C400 CONSTRUCTION DETAILS A. Reese A. Reese N/A NOT TO SCALE 101 C400 CURB AND GUTTER / SIDEWALK NOT TO SCALE 102 C400 103 C400 7 3/8" (L) 1 3/8" 17" 6" 3 3/8" 14" FL R 16" R 16" DRIVE-OVER CURB, GUTTER AND DETACHED SIDEWALK 31" S�� D�� 1601 10 3/4"(L) R 16" DRIVE-OVER CURB, GUTTER AND ATTACHED SIDEWALK No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 14, 2014 PROJECT: 970-001 Sheet Of 8 Sheets PLUM & SHIELDS GREEK HOUSING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET E N G I N E E R I N G � � � � � � �� JULY 14, 2014 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 ��.��.�� P��: 970.221.4158 C401 CONSTRUCTION DETAILS A. Reese A. Reese N/A STORMWATER BEDDING REQUIREMENTS NOT TO SCALE 200 C401 201 C401 NOT TO SCALE 204 C401 NOT TO SCALE 203 C401 DIMENSIONS FOR SLOTTED PVC PIPE NOT TO SCALE NOT TO SCALE 202 C401 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. UD UD UD UD UD UD UD CTV CTV CTV X X X X X X X X X X X X X X �� N S N 0.13 ac S 0.28 ac NORTH ( IN FEET ) 1 inch = ft. 10 0 10 Feet 10 20 30 C500 DRAINAGE EXHIBIT A. Reese A. Reese 1"=10' No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 14, 2014 PROJECT: 970-001 Sheet Of 8 Sheets PLUM & SHIELDS GREEK HOUSING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET E N G I N E E R I N G � � � � � � �� JULY 14, 2014 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 ��.��.�� P��: 970.221.4158 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R LEGEND: 4953 PROPOSED CONTOUR 93 PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED PROPERTY BOUNDARY CURB & GUTTER PROPOSED INLET A DESIGN POINT FLOW ARROW DRAINAGE BASIN LABEL DRAINAGE BASIN BOUNDARY PROPOSED SWALE SECTION 1 1 BENCHMARK/BASIS OF BEARING BENCHMARK #1: City of Fort Collins Benchmark 19-97 At the southeast corner of West Elizabeth and Shields Street, on a concrete traffic signal base. Elevation=5022.56 BENCHMARK #2: City of Fort Collins Benchmark 20-97 At the southwest corner of West Elizabeth and Constitution Avenue, on a concrete traffic signal base. Elevation=5046.97 Basis of Bearings Basis of Bearings is the East Line of Northeast Quarter Corner Section 15, Township 7 North, Range 69 West. (Assumed Bearing) NOTES: 1.REFER TO THE "DRAINAGE LETTER REPORT FOR PLUM & SHIELDS GREEK HOUSING" DATED JULY 14, 2014 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION.{ } BASIN DESIGNATION BASIN AREA (AC) PROPOSED MODULAR BLOCK PAVERS FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION UD PROPOSED UNDERDRAIN A 0.67 B�� T�� B�� I�� A�� (��. ��.) N�� I�� A�� (��. ��.) T�� I�� A�� (��. ��.) T�� T�� I�� B�� A�� T�� N�� I�� A�� T�� T�� S�� I�� A�� T�� N 2727 -1657 1633 Landscape Buffer Yard 60% - 12% S 10574 2632 4733 Permeable Pavers/ Infiltration Planter 45% 290% 36% TOTALS 13302 975 6366 653% 48% LID SUMMARY TABLES: P�� A�� (��. ��.) LID ? P�� Traditional Concrete/Asphalt 277 no 26% Permeable Pavers 792 yes 74% Totals 1,069 - 100% 1. Pavement includes all "new/additional" pavement beyond the existing condition. 2. Only pavement areas exposed to surface rainwater are included. DEVELOPED RUNOFF SUMMARY TABLE DESIGN POINT BASIN ID TOTAL AREA (��) C2 C10 C100 2-�� T� (��) 10-�� T� (��) 100-�� T� (��) Q2 (��) Q10 (��) Q100 (��) N N 0.13 0.58 0.58 0.73 5.0 5.0 5.0 0.2 0.4 1.0 S S 0.28 0.82 0.82 1.00 8.5 8.5 8.2 0.6 0.9 2.4 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 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 DRAIN BASIN INSTALLATION (PAVED AREAS) DWG SIZE A SCALE 1:20 SHEET 1 OF 1 DWG NO. 7001-110-189 REV B 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 ��.��-��.�� 12 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE APPD BY DATE 3-29-06 DRAWN BY EBC 3-29-06 CJA 5 ADAPTER ANGLES VARIABLE 0� - 360� ACCORDING TO PLANS 8" MIN. THICKNESS GUIDELINE INCLUDE SUMP INSERT 4" MIN MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURE RECOMMENDATION 3 VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) NYLOPLAST 12" DRAIN BASIN:2812AG _ _ X 4 WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) 4 VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 12" FOR CORRUGATED HDPE (ADS N-12, ADS SINGLE WALL, HANCOR DUAL WALL), SDR 35, SCH 40 DWV, CORRUGATED & RIBBED PVC 1 2 INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, WITH THE EXCEPTION OF THE BRONZE GRATE. 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0� TO 360�. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. TRAFFIC LOADS:CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. 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. GRATE OPTIONS LOAD RATING PART # DRAWING # PEDESTRIAN MEETS H-10 1299CGP 7001-110-202 STANDARD MEETS H-20 1299CGS 7001-110-203 SOLID COVER MEETS H-20 1299CGC 7001-110-204 PEDESTRIAN BRONZE LIGHT DUTY 1299CGPB 7001-110-205 DOME N/A 1299CGD 7001-110-206 DROP IN GRATE LIGHT DUTY 1201DI 7001-110-021 12" MIN WIDTH GUIDELINE {NOTE}: CONTRACTOR SHALL USE SQUARE COLLAR IN PERMEABLE PAVER AREAS. COLLAR SHALL BE ORIENTED WITH PAVERS SO AS TO REDUCE IRREGULAR CUTS OR PAVER SHAPES. {NOTE}: "SLOTTED PVC" AND "PERFORATED PVC" SHALL MEAN THE SAME THING WHEN REFERRING TO UNDERDRAINS IN THIS PLAN SET. 120 90 60 A C D E B SCREEN SLOT TABLE A B C D E F PIPE SIZE ROWS OF SLOTS SLOT LENGTH MAXIMUM SLOT WIDTH APPROX. SLOT/ROW PER FOOT APPROX. SLOT SPACING OPEN AREA PER FOOT 6" 3 (MIN.) - 6 (MAX.) 1.38"-2.35" 0.032" 14 1/2"-3/4" 1.98-3.15 SQ. IN. 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 DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST T S A L P O Y L N D U C T I L E I R O N T S A L P O L Y N D U C T I L E I R O N DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST WHEN ARE DRAIN BASINS USED? 2808AG _ _ X 2810AG _ _ X 2812AG _ _ X 2815AG _ _ X 2818AG _ _ X 2824AG _ _ X 2830AG _ _ X WHEN ARE INLINE DRAINS USED? 2708AG _ _ X 2710AG _ _ X 2712AG _ _ X 2715AG _ _ X 2718AG _ _ X 2724AG _ _ X 2730AG _ _ X TYPICAL INSTALLATIONS TYPICAL INSTALLATION OF NYLOPLAST DRAIN BASIN AND INLINE DRAIN 1: TO ENTER AN EXISTING LINE USING A TEE & RISER 2: AT THE BEGINNING OF A DRAIN LINE USING AN ELBOW & RISER TEE ELBOW 12" DRAIN BASIN 2 INLET & OUTLET ADAPTERS CAN BE PUT ON ANY ANGLE 1: TO CHANGE ELEVATION 2: TO CHANGE PIPE DIAMETER 3: TO CHANGE PIPE TYPE 4: FOR SHALLOW APPLICATIONS 5: TO CHANGE DIRECTION A� RISER DRAIN BASIN INLINE DRAIN 10" INLINE DRAIN 10" INLINE DRAIN 3 VARIABLE ELEVATION WATERTIGHT ADAPTERS AVAILABLE FOR MOST COMMON PLASTIC PIPING SYSTEMS 8" 6" CORRUGATED HDPE PIPE SMOOTH WALL PVC 1 - STRUCTURES & ADAPTERS AVAILABLE IN SIZES 8" - 30" 2 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0� TO 360�, TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012, 7001-110-013, & 7001-110-014 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS SEE DRAWING NO. 7001-110-065 DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001-110-042 REV C 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 ��.��-��.�� 8 IN - 30 IN TYPICAL INSTALLATION OPTIONS TITLE PROJECT NO./NAME MATERIAL DATE APPD BY DATE 8-10-00 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY AWA NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 8-10-00 CJA TYPICAL INSTALLATION OPTIONS NOT TO SCALE UNDERDRAIN CLEANOUT BASIN 4" MIN EXTEND MIN. 6" INTO SUBGRADE 6" 12" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE VARIES (REFER TO STORM DRAIN PLAN) 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. TRAFFIC LOADS:CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. TOP 10" TO BE SOLID, WITHOUT PERFORATIONS 10" SOLID TOP NO PERFORATIONS WITHIN 1" OF ADAPTORS OPEN BOTTOM (NO BOTTOM CAP) 205 C401 DRAIN BASIN INSTALLATION (LANDSCAPED AREAS) 12" - 30" DRAIN BASIN 12" - 30" INLINE DRAIN 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% 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 NOTE: 1. ALL DRAINS SHALL INCLUDE SUMP INSERT 18" 18" 3 3/8" 1 3/8" 6" R 16" FL 14" 6" 17" 1 1/2" 5' (L) 8 5/8" (F.C.) 7 1/4" F.C. 12" (F.C.) S�� 1/4"/F�. 1' ��. (F.C.) 48:1 ��. 4:1 ��. E�� F�� 1' ��. 2' ��. 1/4"/F�. CURB & GUTTER IN A CUT OR FILL DATE: 03/01/02 CURB AND GUTTER/SIDEWALK URBAN AREA STREET STANDARDS LARIMER COUNTY CONSTRUCTION DRAWINGS REVISION NO: 1 702 DRAWING 6" 3'-9" (F.C.) F�� T�� 2' ��. (L) NOT TO SCALE 109 C400 SIDEWALK DETAIL ATTACHED SIDEWALK DETAIL S�� 1/4" �� . NOTE: C�� 10' �� R 1/8" WEAKENED PLANE JOINT EXPANSION JOINT R1/4" �� . INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 1/2" 1/4" 1/4 SLAB THICKNESS 1/4" 1/2" E�� J�� DETACHED SIDEWALK DETAIL V�� L�� S�� 1/4" �� . 2' ��. S��: M�� 1 4"/�� M�� 3"/�� CONSTRUCTION SIDEWALK DETAIL LARIMER COUNTY STREET URBAN STANDARDS AREA DRAWINGS 1602 DRAWING REVISION DATE: 04/NO: 01/07 2 STANDARD SIDEWALK S�� D�� LIP F.L. T.C. DRIVEWAY SIDEWALK SECTION A-A NOTE: 1. S�� 3. T�� R�� & C�� . 6" 6" R�� D�� S�� A�� S�� 1/2" E�� J�� M�� 1/2" E�� J�� M�� 2. F�� , ��. ��. 706 & 707. DETACHED ATTACHED 3'-0" 6'-0" A�� S�� T�� S�� B� 6" ��. M��. STANDARD SIDEWALK STREET STANDARDS LARIMER URBAN COUNTY AREA REVISION NO: 1 CONSTRUCTION DRAWINGS DATE: 04/01/07 1601 DRAWING SIDEWALK 8" C�� 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 HANDICAP PARKING NOT TO SCALE NOT TO SCALE 104 C400 111 C400 NOT TO SCALE {NOTES: }1.ALL SITE GRADING, SUBGRADE PREPARATION AND PAVING SHALL DESIGNED BY A LICENSED GEOTECHNICAL ENGINEER. 2.REFER TO PLANS BY TB GROUP FOR ADDITIONAL HARDSCAPE INFORMATION. 3.FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR PAVER SECTION AND INSTALLATION. 4.THE ENTIRE PERIMETER OF THE PERMEABLE PAVER AREAS SHALL RECEIVE SOME FORM OF EDGE RESTRAINT. FOLLOW MANUFACTURER'S RECOMMENDATIONS AND DETAILS ON THIS SHEET. LIGHT DUTY PAVING CONCRETE {PAVEMENT SECTION} HEAVY DUTY PAVING APPROVED SUBGRADE APPROVED SUBGRADE PAVING SECTIONS (PRIVATE AREAS OUTSIDE ROW) 5" CONCRETE 6{}" CONCRETE 24" 10" 2" 4" 3"-28" AQUA-BRIC PAVER (3{}" DEPTH) TM CONCRETE/ ASPHALT CDOT CLASS B GEOTEXTILE SEPARATOR FABRIC 24"-36" SUBGRADE SUB-BASE COURSE (NO. 2) BASE COURSE (NO. 57) BEDDING COURSE (NO. 8) PERMEABLE PAVER EDGE RESTRAINT {24" EDGE RESTRAINT} 3" CLR {PERMEABLE PAVER SECTION } 2" BEDDING 3"-28" SUB-BASE SUB-GRADE {}" JOINTS HAND TIGHT 4" BASE AQUA-BRIC (3{}" DEPTH) 4000 PSI CONCRETE NOT TO SCALE 110 C400 PERMEABLE PAVER SECTION (ABUTTING PAVEMENT) 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 NOT TO SCALE 108 C400 PRIVATE OUTFALL VERTICAL CURB & GUTTER 1" 6" 4 1/6" 2" 1 1/2" 1'-6" 6" 12" 1'-6" 1 1/2" 6" 1" 6" 6" 4 1/2" 12" NOT TO SCALE 107 C400 PRIVATE INFLOW VERTICAL CURB & GUTTER 1" 2' 6" NOT TO SCALE 106 C400 2' CONCRETE PAN NOT TO SCALE 105 C400 SPEED BUMP 3' 3" NOT TO SCALE 100 C400 CURB AND GUTTER / SIDEWALK 6" 2"R. 1" 6" 6" 12" 1 1/2"R. 1'-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) G�� . (T�� C�� & & G�� T��) DATE: 03/01/02 CURB AND GUTTER (MODIFIED BY A. REESE) URBAN AREA STREET STANDARDS LARIMER COUNTY CONSTRUCTION DRAWINGS REVISION NO: 1 701 DRAWING 805 �. �� , �� 80521 PROPOSED 20' ACCESS & EMERGENCY ACCESS EASEMENT (BY SEPARATE DOCUMENT) EXISTING ASPHALT PARKING AREA EXISTING ASPHALT PARKING AREA UD UD UD UD UD UD UD EXISTING 9' UTILITY EASEMENT TRASH �� 1109 �. �� , �� 80521 PROPOSED 2" WATER METER EXISTING GAS LINE EXISTING 2" WATER SERVICE EXISTING TELEPHONE LINES EXISTING FIBER OPTIC LINE PROPOSED 18" VERTICAL CURB & GUTTER PROPOSED ATTACHED 10' CONCRETE SIDEWALK EXISTING CURB & GUTTER TO REMAIN PROPOSED CONCRETE SIDEWALK PROPOSED 18" OUTFALL VERTICAL CURB & GUTTER PROPOSED 18" OUTFALL VERTICAL CURB & GUTTER PROPOSED BIKE RACK PROPOSED ACCESS RAMP PROPOSED BOLLARDS EXISTING GAS METER PROPOSED BIKE RACKS PROPOSED CONCRETE SIDEWALK EXISTING STAIRS TO REMAIN PROPOSED LANDSCAPING WALL MATCH EXISTING EXISTING ENTRANCE SAWCUT LINE SAWCUT LINE 30.28 30.52 32.07 32.07 (31.04) (31.09) (30.32) 30.56 30.59 29.99 30.26 1.5% 1.6% 1.7% 29.06 28.67 28.75 (29.57) (29.13) (30.31) 2.0% 30.43 32.07 2.0% 29.60 30.07 (28.40) (29.30) 2.0% 2.0% PROPOSED CONCRETE HEADWALL 2.7% 2.3% (27.28) BEND 1 (45�) INV. IN=5027.40 (N) INV. OUT=5027.40 (SE) FG=5029.19 HEADWALL INV. IN=5027.32 (NW) 15.64 LF 8" PVC @ 0.50% PROPOSED TREE GRATE PROPOSED TREE GRATE 30.19 (30.01) 30.39 30.43 30.31 30.27 EXISTING ENTRANCE (6" STEP DOWN TO WALK) 30.24 30.14 MATCH EXISTING (29.31) (29.33) (30.40) (30.96) (30.88) 30.79 EXISTING BUILDING FFE=32.23 29.83 30.62 31.13 31.35 0.7% 0.5% 1.3% 2.0% 27.32 29.40 24" CONCRETE EDGE RESTRAINT 5.0% 1.5% 26.66 LF 8" PVC @ 0.50% DRAIN BASIN 2 INV. IN=5027.53 (W) INV. OUT=5027.53 (S) FG=5029.71 49.69 LF 8" PVC @ 0.50% OUTFALL 3 INV. IN=5027.78 (W) INV. IN=5027.78 (N) INV. OUT=5027.78 (E) FG=5029.74 21.00 LF 6" SLOTTED PVC @ 0.50% CO BASIN 4 INV. IN=5027.89 (W) INV. OUT=5027.89 (E) FG=5030.03 31.28 31.13 30.83 30.47 30.28 30.05 29.95 29.43 HP 29.35 29.45 29.52 29.71 29.33 29.38 28.73 (28.51) PROPOSED 18" VERTICAL CURB & GUTTER 18" OUTFALL VERTICAL CURB & GUTTER 31.00 30.08 11.00 LF 6" PVC @ 2.50% CLEANOUT BASIN 3-1 INV. IN=5028.06 (W) INV. OUT=5028.06 (S) FG=5031.91 45.60 LF 6" SLOTTED PVC @ 2.50% CO BASIN 3-2 INV. OUT=5029.20 (E) FG=5032.00 5.1% SIDEWALK RAMP (29.22) (29.29) (29.29) (29.27) (29.40) (28.73) SAWCUT LINE (29.66) (30.92) 30.16 2.0% 2.0% END CONCRETE SIDEWALK 2.0% 5.7% 4.7% 1.5% 1.0% (3.3%) (4.4%) (2.1%) (1.7%) 2.0% 2.0% 0.9% 0.9% PROPOSED INFILTRATION GARDEN (SEE LANDSCAPE PLANS FOR SOIL MEDIA INFORMATION) 1.8% 2' CONCRETE PAN MATCH EXISTING MATCH EXISTING 1.7% PROPOSED SPEED BUMP 0.15% 0.15% PROPOSED TREE GRATE TRANSITION TO EXISTING CURB & GUTTER 29.88 29.87 52.53 LF 6" PVC @ 0.50% DRAIN BASIN 5 INV. IN=5028.15 (N) INV. OUT=5028.15 (E) FG=5031.21 44.40 LF 6" PVC @ 0.50% OUTFALL 6 INV. IN=5028.37 (N) INV. OUT=5028.37 (S) FG=5030.79 16.25 LF 6" PVC @ 0.50% CO BASIN 7 INV. OUT=5028.45 (S) FG=5029.98 30.33 30.37 PROPOSED BOLLARDS (TYP.) 5.6% TRANSITION FROM EXISTING INFLOW CURB & GUTTER TO PROPOSED OUTFALL CURB & GUTTER 0.15% 1.82% (29.35) 29.38 5' CONCRETE SIDEWALK CONTRACTOR SHALL PROTECT EXISTING TREE ROOTS (SEE NOTE 12) PROPOSED 20' ACCESS & EMERGENCY ACCESS EASEMENT (BY SEPARATE DOCUMENT) 31.32 30.95 4.2% 29.54 31.32 PROPOSED ACCESS RAMP 31.74 31.44 32.23 32.23 31.40 8.1% 31.04 29.64 30.08 4-6" RISERS 29.65 30.16 32.19 EXISTING ENTRANCE (6" STEP DOWN TO WALK) 4-6" RISERS UD UD UD UD UD UD UD UD UD UD 24" CONCRETE EDGE RESTRAINT 27.93 SUB 27.90 SUB 27.95 SUB 27.81 SUB 27.78 SUB 27.82 SUB 29.99 29.60 29.92 30.26 0.5% 0.5% 0.5% ROTATE SOLID GRATE TO ALIGN w/ PAVERS (TYP.) 0.5% 0.5% 29.73 30.09 T T T T T T T G G G G G CTV CTV CTV CTV T T T X X X X CABLE T ELEC �� UD UD UD 28.55 SUB 30.28 28.37 SUB 28.39 SUB 28.54 SUB 28.47 SUB 28.59 SUB 29.78 29.60 29.58 29.81 29.96 30.20 30.38 30.75 30.86 30.84 28.46 SUB 28.50 SUB 28.58 SUB 28.58 SUB ROTATE SOLID GRATE TO ALIGN w/ PAVERS (TYP.) 18" VERTICAL OUTFALL CURB & GUTTER 18" VERTICAL OUTFALL CURB & GUTTER 24" CONCRETE EDGE RESTRAINT 0.5% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% PROPOSED CONCRETE DRIVEWAY APRON C300 GRADING & UTILITY PLAN A. Reese A. Reese 1"=10' 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 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 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 14, 2014 PROJECT: 970-001 Sheet Of 8 Sheets PLUM & SHIELDS GREEK HOUSING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET E N G I N E E R I N G � � � � � � �� JULY 14, 2014 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 ��.��.�� P��: 970.221.4158 LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING CONTOUR PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NGVD 29 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 4. ALL CURB SPOTS ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 6. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 7. 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. 8. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS AND SERVICES. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 10. CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE AND ELECTRIC LOWERINGS (OR RE-ROUTING) WITH THE RESPECTIVE UTILITY PROVIDERS. 11. 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. 12. A QUALIFIED AND CERTIFIED PRIVATE ARBORIST SHALL MONITOR AND REVIEW THE SIDEWALK INSTALLATION BY THIS TREE. THE ARBORIST SHALL BE NOTIFIED PRIOR TO INSTALLATION AND MAKE REGULAR INSPECTIONS OF THE ACTUAL SIDEWALK INSTALLATION. DIRECTION SHALL BE PROVIDED TO THE CONTRACTOR AND OWNER ON INTERPRETATION OF TREE PROTECTION SPECIFICATIONS. THE CITY FORESTER SHALL ALSO BE NOTIFIED BEFORE SIDEWALK INSTALLATION AND INFORMED OF THE CONSTRUCTION SCHEDULE. NOTES: 2.0% (47.45) EXISTING SPOT ELEVATION PROPOSED VERTICAL CURB & GUTTER EXISTING WATER MAIN W EXISTING SANITARY SEWER SS PROPOSED STORM SEWER EXISTING FIRE HYDRANT H Y D G T E EXISTING STORM SEWER ST EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING LOT LINE EASEMENT LINE PROPOSED ASPHALT PATCH PROPOSED PERMEABLE PAVERS EXISTING RIGHT OF WAY TM NOT TO SCALE PERMEABLE PAVER OUTFALL EXTEND FABRIC AND GEOMEMBRANE 24"-36" NOTES: 1. FIELD WELD PIPE BOOT TO GEOMEMBRANE. 2. PROVIDE BUTYL TAC TAPE BETWEEN PIPE AND BOOT. 3. SECURE BOOT WITH STANLESS STEEL BAND CLAMP. 4. FOLLOW MANUFACTURER AND IAGI INSTALLATION RECOMMENDATIONS. SUB-BASE COURSE BASE COURSE BEDDING COURSE AQUA-BRIC PAVER CONCRETE DRIVEWAY (THICKENED EDGE) PVC OUTFALL PIPE CDOT CLASS B GEOTEXTILE SEPARATOR FABRIC PIPE BOOT 30 MIL PVC GEOMEMBRANE 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 DETENTION SYSTEM ITEMS IN THE PERMEABLE PAVER AREA: - 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. DETENTION STORAGE SUBGRADE AREAS ARE TO BE FIELD SURVEYED BY A LICENSED PROFESSIONAL. THE DESIGN ENGINEER MUST CONFIRM THE SUBGRADE ELEVATIONS AND DIMENSIONS, AND THE GEOTECHNICAL ENGINEER MUST CONFIRM COMPACTION, PRIOR TO PLACEMENT OF GEOTEXTILE FABRIC, SUB-BASE, OR ANY OTHER MATERIAL. 3. EDGE RESTRAINTS AND CURBS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR OR THE EARTHWORK CONTRACTOR PRIOR TO PLACEMENT OF GEOTEXTILE FABRIC AND SUB-BASE. 4. 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 CONTACTOR SHALL MEAN AN ICPI 'CERTIFIED PAVER INSTALLER' HOLDING A CURRENT PICP SPECIALIST DESIGNATION. 5. 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. 6. 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. 7. 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. 8. 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. 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 (ASHLAR) BY BORGERT PRODUCTS IN THE 'MINNESOTA RIVER' 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 AND LANDSCAPE ARCHITECT PRIOR TO PURCHASING. CONTRACTOR SHALL PROVIDE ALTERNATE PRICING TO DELINEATE PARKING STALL STRIPING IN THE FORM OF UNIT PAVERS OF A CONTRASTING COLOR (E.G., 'PEWTER'). 11. CONTRACTOR SHALL PROVIDE A 2% TO 3% OVERSTOCK OF UNCUT PAVERS TO THE OWNER FOR USE IN FUTURE REPAIRS AND REPLACEMENT. 12. ALL CUT PAVERS USED MUST BE AT LEAST 40% OF THEIR FULL, UNCUT SIZE. 13. REFER TO PLANS BY TB GROUP FOR ADDITIONAL INFORMATION. PAVER NOTES: SCALE 1"=5' PARKING LOT PAVER SUBGRADE PLAN SCALE 1"=5' DRIVE AISLE PAVER SUBGRADE PLAN ( IN FEET ) 1 inch = ft. 10 0 10 Feet 10 20 30 ENTRANCE SAWCUT LINE SAWCUT LINE 24" EDGE RESTRAINT PROPOSED TREE GRATE PROPOSED TREE GRATE PROPOSED 18" OUTFALL VERTICAL CURB & GUTTER EXISTING ENTRANCE PROPOSED 18" OUTFALL VERTICAL CURB & GUTTER PROPOSED SAWCUT LINE PROPOSED PERMEABLE PAVERS PROPOSED CONCRETE SIDEWALK PROPOSED 2' CONCRETE PAN PROPOSED 20' CONCRETE DRIVEWAY PROPOSED TREE GRATE PROPOSED 18" VERTICAL CURB & GUTTER PROPOSED PERMEABLE PAVERS TRANSITION FROM EXISTING INFLOW CURB & GUTTER TO PROPOSED OUTFALL CURB & GUTTER PROPOSED ATTACHED 5' CONCRETE SIDEWALK PROPOSED ACCESS RAMP PROPOSED 20' ACCESS & EMERGENCY ACCESS EASEMENT (BY SEPARATE DOCUMENT) PROPOSED 20' ACCESS & EMERGENCY ACCESS EASEMENT (BY SEPARATE DOCUMENT) PROPOSED LANDSCAPING WALL PROPOSED CONCRETE STAIRS PROPOSED CONCRETE STAIRS C200 PAVING PLAN A. Reese A. Reese 1"=10' 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 ( IN FEET ) 1 inch = ft. 10 0 10 Feet 10 20 30 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 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 14, 2014 PROJECT: 970-001 Sheet Of 8 Sheets PLUM & SHIELDS GREEK HOUSING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET E N G I N E E R I N G � � � � � � �� JULY 14, 2014 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 ��.��.�� P��: 970.221.4158 LEGEND: PROPERTY BOUNDRY EASEMENTS NOTES: 1. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2. PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT SPECIFICATION MANUAL. 3. PAVEMENT SECTIONS TO BE DESIGNED BY A LICENSED GEOTECHNICAL ENGINEER. 4. REFER TO SITE AND LANDSCAPE PLANS FOR PAVERS, DECORATIVE PAVING, SCORING, ETC. PROPOSED CURB & GUTTER ASPHALT PAVING EXISTING ROW NON-VEHICULAR HARDSCAPE PERMEABLE PAVERS PLUM STREET SHIELDS STREET �� 805 �. �� , �� 80521 EXISTING PAVEMENT TO BE REMOVED (HATCHED AREA) EXISTING PAVEMENT TO BE REMOVED (HATCHED AREA) EXISTING CURB TO BE REMOVED EXISTING WALL TO BE REMOVED EXISTING CONCRETE WALL TO BE REMOVED EXISTING TRASH ENCLOSURE TO BE REMOVED EXISTING GAS METER TO REMAIN EXISTING ELECTRIC METER TO BE RELOCATED EXISTING GAS LINE TO REMAIN EXISTING EDGE OF PAVEMENT EXISTING 5' UTILITY EASEMENT EXISTING CURB & GUTTER TO REMAIN EXISTING FENCE TO REMAIN EXISTING BOLLARD TO BE REMOVED EXISTING BOLLARDS TO BE REMOVED EXISTING FENCE TO REMAIN EXISTING CURB TO REMAIN EXISTING CURB & GUTTER TO REMAIN EXISTING CONCRETE PAN TO REMAIN EXISTING �6' SIDEWALK TO REMAIN EXISTING CURB & GUTTER TO REMAIN EXISTING FENCE TO BE REMOVED EXISTING STAIRS TO BE REMOVED EXISTING SIDEWALK BE REMOVED EXISTING SIDEWALK TO BE REMOVED (HATCHED AREA) EXISTING FENCE TO BE REMOVED EXISTING CONCRETE PAD TO REMAIN EXISTING CONCRETE PAD TO REMAIN EXISTING TREES TO REMAIN (TYP.) EXISTING �8' SIDEWALK TO BE REMOVED EXISTING ASPHALT PARKING AREA EXISTING ASPHALT PARKING AREA EXISTING CURB & GUTTER TO BE REMOVED EXISTING RETAINING WALL TO REMAIN EXISTING PARKING SPACES TO REMAIN EXISTING CURB TO REMAIN EXISTING 2" WATER SERVICE EXISTING CURB STOP �� 1109 �. �� , �� 80521 PROPOSED SAWCUT LINE PROPOSED SAWCUT LINE PROPOSED SAWCUT LINE PROPOSED SAWCUT LINE TO COINCIDE w/ EXISTING BIKE LANE STRIPING EXISTING CURB & GUTTER TO BE REMOVED EXISTING CURB & GUTTER TO REMAIN PROPOSED SAWCUT LINE EXISTING CURB & GUTTER TO BE REMOVED EXISTING CONCRETE PAN TO BE REMOVED EXISTING ADDITION TO BE REMOVED EXISTING CONCRETE STEP TO REMAIN REMOVE EXISTING CONCRETE WALL TO FACE OF EXISTING STAIRS EXISTING SIDEWALK CHASE TO REMAIN EXISTING CURB TO BE REMOVED EXISTING CURB TO REMAIN EXISTING 5' UTILITY EASEMENT EXISTING ACCESS & EMERGENCY ACCESS EASEMENT (TO BE VACATED) EXISTING 12' UTILITY EASEMENT EXISTING 3' UTILITY EASEMENT EXISTING ACCESS & EMERGENCY ACCESS EASEMENT (TO BE VACATED) EXISTING 9' UTILITY EASEMENT No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 14, 2014 PROJECT: 970-001 Sheet Of 8 Sheets PLUM & SHIELDS GREEK HOUSING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET E N G I N E E R I N G � � � � � � �� JULY 14, 2014 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 ��.��.�� P��: 970.221.4158 C100 DEMOLITION PLAN EXISTING CONDITIONS & A. Reese A. Reese 1"=10' 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 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. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249. 4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 6. REFER TO LANDSCAPE PLANS FOR TREE PROTECTION AND MITIGATION. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. 8. CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE AND ELECTRIC LOWERING (OR RE-ROUTING) WITH THE RESPECTIVE UTLITY PROVIDER(S). EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROPERTY BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 EXISTING MONITORING WELL MW VAULT ELEC H Y D CONTROL IRR H2O G EXISTING LOT LINE APPROXIMATE LIMITS OF CONCRETE/ ASPHALT REMOVAL EXISTING TREES (TO REMAIN) EXISTING TREES (TO BE REMOVED) NORTHERN ENGINEERING SERVICES, INC. PROJECT NO. 970-001 DATE: OCTOBER 28, 2013 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 SAWCUT LINE ( IN FEET ) 1 inch = ft. 10 0 10 Feet 10 20 30 {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 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 Plum & Shields Greek Housing" dated July 14, 2014by Northern Engineering shall be followed and implemented. 20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the the City of Fort Collins street inspector. 22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, if applicable. 23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation. 24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final report. 25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets. 26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections. 27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads within these districts. 28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval. 29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a permit. 30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by thE construction activities. 32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. 34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by 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 Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer. 40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The information shall be as follows: City of Fort Collins Benchmark19-97 At the southeast corner of West Elizabeth and Shields Street, on a concrete traffic signal base. Elevation=5022.56 NGVD 29 (Unadjusted) City of Fort Collins Benchmark20-97 At the southwest corner of West Elizabeth and Constitution Avenue, on a concrete traffic signal base. Elevation=5046.97 NGVD 29 (Unadjusted) Project Datum All elevations referenced in these plans refer to the NGVD 29 (Unadjusted) datum. Basis of Bearings Basis of Bearings is the East Line of Northeast Quarter Corner Section 15, Township 7 North, Range 69 West. (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: a. None at this time CONSTRUCTION NOTES A. Grading and Erosion Control Notes 1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site. 2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans. 3. All required perimeter silt and construction fencing shall be installed priorto any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein. 5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time. 6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County. 7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall: a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector. c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector. 8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and other public facilities. 9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day. 10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any waters of the United States. 11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. 12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA). 13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. 14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored. 15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are determined necessary, as directed by the City. B. Street Improvement Notes 1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here. 2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt. 3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins. 4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been inspected and approved by the City of Fort Collins Engineer. 5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan. 8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector. C. Traffic Signing and Pavement Marking Construction Notes 1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here. 2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. 3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD. 4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5. All lane lines for concrete pavement should be epoxy paint. 6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols. 7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings. 10. All sign posts shall utilize break-away assemblies and fasteners per the Standards. 11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin. 12. The Developer installing signs shall be responsible for locating and protecting all underground utilities. 13. Special care shall be taken in sign location to ensure an unobstructed view of each sign. 14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). 15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. D. Storm Drainage Notes 1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 2. All recommendations of the "Drainage Letter Report for Plum & Shields Greek Housing" dated July 14, 2014by Northern Engineering 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 City of 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. No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 14, 2014 PROJECT: 970-001 Sheet Of 8 Sheets PLUM & SHIELDS GREEK HOUSING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET E N G I N E E R I N G � � � � � � �� JULY 14, 2014 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 ��.��.�� P��: 970.221.4158 I hereby affirm that these final construction plans were prepared under my direct supervision, in accordance with all applicable City of Fort Collins and State of Colorado standards and statutes, respectively; and that I am fully responsible for the accuracy of all design. revisions, and record conditions that I have noted on these plans. These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort Collins for additional quantities of items shown that may be required during the construction phase. DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: BENCHMARK #1: City of Fort Collins Benchmark 19-97 At the southeast corner of West Elizabeth and Shields Street, on a concrete traffic signal base. Elevation=5022.56 NGVD 29 (Unadjusted) BENCHMARK #2: City of Fort Collins Benchmark 20-97 At the southwest corner of West Elizabeth and Constitution Avenue, on a concrete traffic signal base. Elevation=5046.97 NGVD 29 (Unadjusted) Project Datum All elevations referenced in these plans refer to the NGVD 29 (Unadjusted) datum. Basis of Bearings Basis of Bearings is the East Line of Northeast Quarter Corner Section 15, Township 7 North, Range 69 West. (Assumed Bearing) Northern Engineering Services, Inc. Project No. 970-001 Date: October 28, 2013 ORIGINAL FIELD SURVEY BY: PROJECT BENCHMARKS: C000 C001 E N G I N E E R I N G � � � � � � �� E N G I N E E R I N G � � � � � � �� COVER SHEET GENERAL & CONSTRUCTION NOTES C100 EXISTING CONDITIONS & DEMOLITION PLAN C200 PAVING PLAN C300 GRADING & UTILITY PLAN C400-C401 CONSTRUCTION DETAILS C000 COVER SHEET A. Reese A. Reese NA 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 Jim Birdsall TB Group 444 Mountain Avenue Berthoud, Colorado 80513 (970) 532-5891 SITE ENGINEER SURVEYOR No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 14, 2014 PROJECT: 970-001 Sheet Of 8 Sheets PLUM & SHIELDS GREEK HOUSING T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET E N G I N E E R I N G � � � � � � �� JULY 14, 2014 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 ��.��.�� P��: 970.221.4158 SUBSURFACE UTILITY LOCATES** C500 DRAINAGE EXHIBIT