Loading...
Ashley Creek Park Phase 1BCP CP CP CP CP CP CP CP CP CP BH BH BH BH BH BH BH TP TP TP TP TP TP TP TP TP TP TP TP TP CP CP CP CP CP CP CP CP CP CP BH BH BH BH BH BH BH TP TP TP TP TP TP TP TP TP TP TP TP TP J-3Ø FC1 FC2 3Ø IRR J-3Ø 3 PHZ JCAN SA 1 1 PHZ TFMR F E 4 FE 4 FE 4 SA2 3Ø F E 4 F E 4 F E 4 F E 4 F E 4 (2822136902) (2822136903) (2822137800) A E-204 SERVICE ASSEMBLY SA-1 (200A, 120/240V, 1Ø ) A E-205 SERVICE ASSEMBLY SA-2 (200A,120/208V, 3Ø) PB3 PB4 PB5 PB6 PB7 PB8 PB1 PB2 T T T T T T T T T T T P- 3 Ø 3 PHZ PULL VAULT 1ØV1 3ØV1 3ØV2 3ØV3 3ØV4 3Ø TFMR 3Ø TFMR M FE4 FE4 FE4 PB9 PL1 PL1 PL1 FC3 (FUTURE) (FUTURE) (FUTURE) PHASE 1 A P H A S E 1 A PH A S E 1 A PH A S E 1 A P H A S E 1 B P H A S E 1 B PH A S E 1 B P H A S E 1 B PH A S E 1 A PH A S E 1 B PHASE 1 B PHASE 1A PHASE 1B P H A S E 1 B P H A S E 1 A P H A S E 1 B P H A S E 1 A PH A S E 1 A PH A S E 1 B F E 4 3ØV5 147 FENN W A Y PROPERTY L I N E JUNCTION CAN T (2822136901) T PROPERTY L I N E P R O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E PROPERTY L I N E P R O P E R T Y L I N E PROPERTY L I N E P R O P E R T Y L I N E PR O P E R T Y L I N E PRO P E R T Y L I N E LI M I T O F W O R K PR O P E R T Y L I N E LIMI T O F W O R K PHASE 1 A P H A S E 1 A P H A S E 1 A P H A S E 1 B P H A S E 1 A P H A S E 1 B PH A S E 1 B PH A S E 1 A PH A S E 1 B PHASE 1 B PHASE 1A PHASE 1B P H A S E 1 B P H A S E 1 A L O W L I N E LOW LINE LIGHT POLES FOR PHASE 1A TO BE LOCATED IN PAD PROVIDED IN LA B A C K G R O U N D H E R E 9. 0 0 ' TY P 40.00' 21.17' 16 . 0 0 ' 21.17' 40.00' R=2 3 . 0 0 ' R= 2 0 . 0 0 ' 9. 0 0 ' 7 As h l e y C r e e k P a r k En g i n e e r i n g 45 0 C O R P O R A T E D R . , S U I T E 1 0 1 • K A L I S P E L L , M O N T A N A 5 9 9 0 1 40 6 . 7 5 1 . 5 2 4 6 • t d h e n g i n e e r i n g . c o m SHEET NUMBER: REVISIONS: DRAWN/CHECKED: SET TYPE: SET ISSUE DATE: SHEET NAME: Δ 19 2 7 P o s t A l l e y , S t e . 2 Se a t t l e , W A 9 8 1 0 1 20 6 3 2 5 6 8 7 7 be r g e r p a r t n e r s h i p . c o m © THE BERGER PARTNERSHIP PS, 2018 Bi b l e r T r u s t 15 1 0 2 n d S t W Ka l i s p e l l , M T 5 9 9 0 1 GARDEN/SITE PERMIT - PHASE 1B 1.26.2026 DLR / DAP DESCRIPTION DATE C2.00 SITE LAYOUT PLAN - OVERVIEW/ PARK - NORTH SITE LAYOUT PLAN SEE SHEET 2.03 PARK - SOUTH SITE LAYOUT PLAN SEE SHEET 2.04 (PHASE 1B) PARKING LOT SITE LAYOUT PLAN SEE SHEET 2.02 FUTURE 0 100'200'300' S C A L E SITE LAYOUT PLAN OVERVIEW GENERAL NOTES 1.THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN WRITING AND SHALL BE RESPONSIBLE FOR SECURING THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE BEGINNING EXCAVATION. 2.ALL POWER, TELEPHONE AND OTHER UTILITY POLES OR GUY WIRES WHICH INTERFERE WITH THE CONSTRUCTION SHALL BE REMOVED OR RELOCATED BY THE UTILITY COMPANY, IF NECESSARY. CONTRACTOR TO COORDINATE ALL WORK. 3.THE CONTRACTOR SHALL EXCAVATE ALL WATER LINE CROSSINGS PRIOR TO BEGINNING TRENCH EXCAVATION TO ENSURE CROSSING CLEARANCE. THE CONTRACTOR SHALL NOTIFY THE KALISPELL PUBLIC WORKS DEPARTMENT PRIOR TO EXCAVATION. 4.EXISTING FITTINGS ARE SHOWN, BASED ON DATA FURNISHED BY THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXCAVATING FITTINGS AND CONFIRMING REQUIREMENTS PRIOR TO ORDERING NEW FITTINGS. 5.THE CONTRACTOR SHALL PLUG ALL OPENINGS ON EXISTING ABANDONED UTILITY LINES IN PLACE. 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY PERMITS TO COMPLETE THE WORK. 7.ALL CULVERTS AND DRAINAGE DITCHES AFFECTED BY CONSTRUCTION SHALL BE RESTORED TO ORIGINAL CONDITION, UNLESS OTHERWISE NOTED ON PLANS. 8.ALL STREET & TRAFFIC SIGNS THAT INTERFERE WITH CONSTRUCTION SHALL BE REMOVED & RESET BY CONTRACTOR. 9.TOPSOIL & SEED ALL NON-TURF AREAS AND SOD ALL TURF AREAS DISTURBED BY CONSTRUCTION. 10.CONTRACTOR SHALL REMOVE ANY OBSTACLE (FENCES, CONCRETE SLABS, ETC.) THAT INTERFERE WITH CONSTRUCTION UPON APPROVAL OF THE PROJECT ENGINEER. 11.ALL CONSTRUCTION SHALL CONFORM TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS), LATEST EDITION AND THE FOLLOWING CITY OF KALISPELL SPECIAL PROVISIONS SECTIONS (02660 - WATER DISTRIBUTION, 02720 - STORM DRAIN SYSTEMS, AND 02730 - SANITARY SEWER COLLECTION SYSTEMS). 12.SEE LANDSCAPE PLANS FOR ALL IRRIGATION SLEEVING, PIPING, AND LAYOUT. 13.SEE ELECTRICAL/COMMUNICATION PLANS FOR VAULT, CONDUIT, AND ROUTING INFORMATION. 14.HYDROSTATIC LEAKAGE TESTING SHALL BE PERFORMED PER MPWSS SECTION 02660-3.4. PERFORM HYDROSTATIC AND LEAKAGE TESTING IN ACCORDANCE WITH AWWA C600. ONCE THE PIPE IS LAID AND BACKFILLED, TEST FOR AT LEAST 2 HOURS, ALL NEWLY LAID PIPE, OR ANY VALVED SECTION, TO A HYDROSTATIC PRESSURE OF AT LEAST 1.5 TIMES THE NORMAL OPERATING PRESSURE AT THE TEST POINT OR 1.25 TIMES THE NORMAL OPERATING PRESSURE AT THE HIGHEST POINT ALONG THE TEST SECTION. 15.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE "DESIGN AND CONSTRUCTION STANDARDS" OF THE CITY OF KALISPELL, AND SHALL BE COMPLETED TO THE SATISFACTION OF THE DIRECTOR OF PUBLIC WORKS. IN THE EVENT THAT A DESIGN ELEMENT DOES NOT REFLECT CITY STANDARDS, THE MATTER MUST BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND THE DIRECTOR OF PUBLIC WORKS. THE ENGINEER SHALL BE RESPONSIBLE FOR RECOMMENDING A SOLUTION OR ALTERNATIVE SOLUTIONS TO THE CITY FOR REVIEW AND APPROVAL. 16.THESE PLANS HAVE BEEN CHECKED BY THE CITY OF KALISPELL ONLY FOR CONFORMANCE WITH THE "DESIGN AND CONSTRUCTION STANDARDS," COMPLIANCE WITH DEVELOPMENT AGREEMENT CONDITIONS, AND FOR GENERAL CONCEPTUAL APPROVAL OF PUBLIC IMPROVEMENTS AS SHOWN. THE CITY'S REVIEW DOES NOT VERIFY OR ENSURE THE ACCURACY OF EXISTING OR PROPOSED DIMENSIONS, LINES, COORDINATES, OR GRADES SHOWN, INCLUDING ALL EXISTING UTILITIES SHOWN OR NOT SHOWN. 17.UTILITY LOCATIONS SHOWN REFLECT AVAILABLE RECORD DATA. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT ALL UTILITY LINES SHOWN AND OTHER UTILITY LINES OTHERWISE LOCATED. THE CONTRACTOR SHALL CONTACT THE "MONTANA ONE CALL CENTER I U-DIG" AT (406) 752-6811 FOR UTILITY LOCATES GIVING A MINIMUM OF 2-FULL WORKING DAYS NOTICE PRIOR TO BEGINNING CONSTRUCTION." ONCE LOCATED IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN MARKINGS. 18.BEFORE WORK BEGINS, THE CONTRACTOR SHALL OBTAIN A PERMIT TO WORK IN THE RIGHT OF-WAY FROM THE CITY AND MUST NOTIFY THE CITY RIGHT-OF-WAY INSPECTION STAFF AT LEAST 48 HOURS IN ADVANCE OF COMMENCING CONSTRUCTION ACTIVITIES. 19.THE CONTRACTOR SHALL OBTAIN AND MAINTAIN A COMPLETE AND APPROVED SET OF CONSTRUCTION PLANS. THESE DRAWINGS, AND ANY REQUIRED PERMITS, SHALL BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES AND SHALL BE MADE AVAILABLE TO THE CITY STAFF UPON REQUEST. IF CONSTRUCTION PLANS ARE NOT READILY AVAILABLE AT THE PROJECT SITE, THE DIRECTOR OF PUBLIC WORKS MAY ISSUE A STOP WORK ORDER AND HALT ALL CONSTRUCTION ACTIVITIES PENDING COMPLIANCE BY THE CONTRACTOR. 20.THE CONTRACTOR AGREES TO COMPLY WITH THE PROVISIONS OF THE TRAFFIC CONTROL PLAN AND THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES," PART IV, FOR CONSTRUCTION SIGNAGE AND TRAFFIC CONTROL. 21.ALL SURPLUS MATERIALS, TOOLS, AND TEMPORARY STRUCTURES, FURNISHED BY THE CONTRACTOR, SHALL BE REMOVED FROM THE PROJECT SITE BY THE CONTRACTOR. ALL DEBRIS AND RUBBISH CAUSED BY THE OPERATIONS OF THE CONTRACTOR SHALL BE REMOVED, AND THE AREA OCCUPIED DURING CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO ITS ORIGINAL CONDITIONS, WITHIN 48 HOURS OF PROJECT COMPLETION, UNLESS OTHERWISE DIRECTED BY THE DIRECTOR OF PUBLIC WORKS. 22.THE CONTRACTOR IS REQUIRED TO PROVIDE AND MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN. THE DIRECTOR OF PUBLIC WORKS MAY REQUIRE THE CONTRACTOR TO PROVIDE ADDITIONAL EROSION CONTROL MEASURES DUE TO UNFORESEEN EROSION PROBLEMS OR IF THE PLANS DO NOT FUNCTION AS INTENDED. 23.A PRE-CONSTRUCTION MEETING WITH THE CITY OF KALISPELL IS REQUIRED PRIOR TO THE START OF CONSTRUCTION. 24.ALL WORK SHALL BE PERFORMED BY CITY APPROVED CONTRACTORS. U S H W Y 9 3 U S H W Y 9 3 - I D A H O S T R E E T E X I T 2ND STREET WEST 3RD STREET WEST 4TH STREET WEST KALISPE L L P A R K L I N E T R A I L FE N N W A Y SS SS SS W W W W W SS SS BH BH BH SS SS SS W W W W W SS SS BH BH BH PP J-3Ø F E 4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE 4 F E 4 FE 4 F E 4 FE 4 F E 4 F E 4 F E 4 F E 4 F E 4 F E 4 F E 4 F E 4 FE 4 F E 4 FE 4 T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T P- 3 Ø T T FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4 FE4T P R O P E R T Y L I N E PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E P H A S E 1 A P H A S E 1 A P H A S E 1 B P H A S E 1 A P H A S E 1 B P H A S E 1 B P H A S E 1 A PHASE 1 A PHASE 1 B P H A S E 1 B P H A S E 1 A LIGHT POLE S F O R P H A S E 1 A T O B E L O C A T E D I N P A D P R O V I D E D I N L A B A C K G R O U N D H E R E As h l e y C r e e k P a r k En g i n e e r i n g 45 0 C O R P O R A T E D R . , S U I T E 1 0 1 • K A L I S P E L L , M O N T A N A 5 9 9 0 1 40 6 . 7 5 1 . 5 2 4 6 • t d h e n g i n e e r i n g . c o m SHEET NUMBER: REVISIONS: DRAWN/CHECKED: SET TYPE: SET ISSUE DATE: SHEET NAME: Δ 19 2 7 P o s t A l l e y , S t e . 2 Se a t t l e , W A 9 8 1 0 1 20 6 3 2 5 6 8 7 7 be r g e r p a r t n e r s h i p . c o m © THE BERGER PARTNERSHIP PS, 2018 Bi b l e r T r u s t 15 1 0 2 n d S t W Ka l i s p e l l , M T 5 9 9 0 1 GARDEN/SITE PERMIT - PHASE 1B 1.26.2026 DLR / DAP DESCRIPTION DATE C2.03 SITE LAYOUT PLAN - PARK NORTH PARK - NORTH SITE LAYOUT PLAN CONSTRUCTION NOTES 1 ASPHALT PATH PER DETAIL 5/C7.00 CRUSHED GRAVEL PATH PER LANDSCAPING PLANS PLAYGROUND SURFACING PER LANDSCAPE PLANS PROPOSED STRUCTURE. SEE ARCHITECTURAL PLANS FOR ADDITIONAL DETAIL TREE AND PLANTING LOCATION, SIZE, AND TYPE PER LANDSCAPE PLANS SEE ELECTRICAL PLANS FOR SITE LIGHTING DETAILS CONCRETE SIDEWALK PER DETAIL 4/C7.00 SEE ARCHITECTURAL/LANDSCAPING PLANS FOR STRUCTURE DETAILS PLAYGROUND AREA SEE LANDSCAPE PLANS FOR DETAILS RETAINING WALL, SEE LANDSCAPE PLANS ADJUST MANHOLE RIM PER DETAIL 6/C7.01 REINFORCED CONCRETE SIDEWALK PER DETAIL 7/C7.00. ALCOVES PER LANDSCAPE PLANS. CRUSHED ROCK PATHS, ELEVATIONS AND LOCATIONS PER CIVIL, DETAILS PER LANDSCAPING PLANS. PATH DIMENSIONS AND DETAILS PER LANDSCAPING PLANS. HATCH INDEX 2 3 4 5 PLAYGROUND SURFACING 6 US H W Y 9 3 B I K E P A T H ASPHALT GRAVEL CONCRETE FUTURE CONCRETE WETLAND 100 YEAR FLOODPLAIN 7 8 9 10 PHASE 1 B PHASE 1 A P H A S E 1 A P H A S E 1 B PH A S E 1 A PH A S E 1 B 11 REINFORCED CONCRETE 12 13 PH A S E 1 A PH A S E 1 B TYP. 14 15 TYP. TYP. SEE PREVIOUS PHASE 1A PLANS SEE PREVIOUS PHASE 1A PLANS 5 15 9 10 8 14 14 15 8 SS SS SS BH BH SS SS SS BH BH 3Ø FE 4 F E 4 FE 4 T T T 3Ø TFMR 5.00' 6. 0 0 ' 8 . 0 0 ' 5.00' 6.00' 8.00' 8 . 0 0 ' 12 . 0 0 ' 6 . 0 0 ' 9. 0 0 ' TY P 40.00' 21.17' 16 . 0 0 ' 21.17' 40.00' R=2 3 . 0 0 ' R = 2 0 . 0 0 ' 9. 0 0 ' 7 As h l e y C r e e k P a r k En g i n e e r i n g 45 0 C O R P O R A T E D R . , S U I T E 1 0 1 • K A L I S P E L L , M O N T A N A 5 9 9 0 1 40 6 . 7 5 1 . 5 2 4 6 • t d h e n g i n e e r i n g . c o m SHEET NUMBER: REVISIONS: DRAWN/CHECKED: SET TYPE: SET ISSUE DATE: SHEET NAME: Δ 19 2 7 P o s t A l l e y , S t e . 2 Se a t t l e , W A 9 8 1 0 1 20 6 3 2 5 6 8 7 7 be r g e r p a r t n e r s h i p . c o m © THE BERGER PARTNERSHIP PS, 2018 Bi b l e r T r u s t 15 1 0 2 n d S t W Ka l i s p e l l , M T 5 9 9 0 1 GARDEN/SITE PERMIT - PHASE 1B 1.26.2026 DLR / DAP DESCRIPTION DATE C2.04 SITE LAYOUT PLAN - PARK SOUTH030'60'90' S C A L E PARK - SOUTH SITE LAYOUT PLAN CONSTRUCTION NOTES 1 BUILDING PER ARCHITECTURAL PLANS. SITE LIGHTING PER ELECTRICAL PLANS. ELECTRICAL INFRASTRUCTURE PER ELECTRICAL PLANS. ASPHALT PARKING LOT PER DETAIL 1/C7.00. CONCRETE PARKING LOT PER DETAIL 2/C7.00. CONCRETE PATH PER DETAIL 4/C7.00. PAINT STRIPPING PER DETAIL 1/C7.01. TREE PLANTING LOCATION, SIZE AND TYPE PER LANDSCAPING PLAN. ALL PATHS TYPE AND DETAILS PER LANDSCAPING PLAN. 200± LF OF 1" GAS SERVICE, CONTRACTOR TO COORDINATE WITH UTILITY PROVIDER. CRUSHED ROCK PER LANDSCAPING PLANS 2 3 4 5 U S H W Y 9 3 B I K E P A T H SEE SHEET C2.03 PH A S E 1 A PH A S E 1 B PH A S E 1 A PH A S E 1 B 6 7 8 1 2 3 4 5 7 7 6 8 8 9 10 9 9 9 9 TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. 11 10 11