Loading...
H&H EXPRESS - CIVIL PLANSPh y s i c a l A d d r e s s : 39 0 6 N . S c h r e i b e r W a y Co e u r d ' A l e n e , I D 8 3 8 1 5 Ma i l i n g A d d r e s s : PO B o x 5 8 0 Co e u r d ' A l e n e , I D 8 3 8 1 6 pl a n n i n g | d e s i g n | e n g i n e e r i n g | c o n s t r u c t i o n Ph o n e / F a x : P: ( 2 0 8 ) 6 6 7 - 1 2 1 4 F: ( 2 0 8 ) 7 6 5 - 2 5 1 6 We b : ww w . v e r d i s N W . c o m REVISIONS: NO:DESCRIPTION: CHECKED: DRAWN: JOB: DATE: PROJECT: © COPYRIGHT 2015. ALL RIGHTS RESERVED. UNAUTHORIZED REPRODUCTION OR TRANSLATION OF ANY PART OF THIS WORK WITHOUT THE WRITTEN PERMISSION OF VERDIS IS STRICTLY PROHIBITED. THIS DRAWING IS SET UP TO BE PRINTED ON 'ARCH D' OR 24X36 PAPER. VERDIS IS NOT RESPONSIBLE FOR ANY SCALING ERRORS OR OMISSIONS CAUSED BY REPRODUCING THESE DOCUMENTS. PRE L I M I N A R Y Know what's below. Call before you dig. H& H E X P R E S S KA L I S P E L L ----------- ----------- - - - - 08/02/2024 MLP APB 22-1279 H&H EXPRESS SITE DEVELOPMENT C1.0 CO V E R PROJECT SITE H&H EXPRESS SITE DEVELOPMENT LOT 15, OLD SCHOOL STATION SE 1 4, SECTION 33, T28N, R21W, P.M.M. FLATHEAD COUNTY, MONTANA VICINITY MAP 1.MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS) LATEST EDITION ARE THE MINIMUM STANDARDS AND ANY ADDITIONAL REQUIREMENTS BY THE CITY OF KALISPELL SHALL SUPERCEDE. THE WORK SHALL ALSO COMPLY WITH THE PROJECT PLANS AND PROJECT SPECIFICATIONS, WHICHEVER IS THE MOST STRINGENT. NOTE THE CITY'S SPECIAL PROVISION DOCUMENTS FOR DOMESTIC WATER, SANITARY SEWER, AND STORM DRAIN SYSTEMS. 2.THE CONTRACTOR SHALL KEEP AN ACCURATE SET OF AS-BUILT DRAWINGS TO SUBMIT TO THE ENGINEER UPON COMPLETION OF CONSTRUCTION. 3.THE CONTRACTOR SHALL COORDINATE ALL CONNECTIONS TO EXISTING UTILITIES WITH GOVERNING PURVEYORS. 4.CONTRACTOR TO COORDINATE WITH CITY ENGINEER PRIOR TO CONNECTING TO EXISTING CITY WATERLINES OR OPERATING EXISTING VALVES. 5.THE CONTRACTOR SHALL REPAIR ALL DAMAGE TO EXISTING ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION, AS DETERMINED BY OWNER, LOCAL GOVERNING AGENCIES, AND THE ENGINEER. 6.THE LOCATION, DEPTH, AND SIZE OF EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTENCE, LOCATION, DEPTH, SIZE, LINE, AND GRADE OF EXISTING UTILITY CONNECTIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE DONE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROVIDE PROPER PROTECTION WHEN LOCATION IS KNOWN. 7.THE CONTRACTOR SHALL ADJUST ALL NEW AND EXISTING VALVE BOXES, CURB BOXES, AND MANHOLES TO THE FINAL ELEVATION SHOWN ON THE PLANS UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR OR ANY SUBCONTRACTOR SHALL BE INCIDENTAL TO THE PROJECT, SEPARATE PAYMENT WILL NOT BE MADE. 8.ALL BACKFILL FOR UTILITY TRENCHES SHALL BE TYPE "A", UTILIZING TYPE 1 BEDDING UNLESS DIRECTED OTHERWISE BY ENGINEER. SPECIFIED BEDDING SHALL BE FROM 4" BENEATH THE PIPE TO 6" ABOVE THE TOP OF PIPE (SEE DETAIL DRAWINGS). 9.ALL VALVE SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCE WITH MPWSS. 10.ALL FITTINGS INCLUDING BENDS EQUAL TO OR GREATER THAN 22-1/2 DEGREES, TEES, AND PLUGS SHALL BE THRUST BLOCKED IN CONFORMANCE WITH DETAILS ABOVE, OR MUST HAVE MECHANICALLY RESTRAINED JOINTS (MEGALUGS) AS INDICATED ON THE PLANS. 11.THE CONTRACTOR SHALL NOTIFY "ONE CALL" @ 1-800-424-5555 FOR ONSITE UTILITY LOCATION. ALL EXISTING UTILITIES SHALL BE MARKED BEFORE DIGGING. 12.THE CONTRACTOR SHALL MAINTAIN SERVICE OF ALL EXISTING UTILITIES. IF SAID SERVICE IS DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY REPAIR THE DAMAGE AT THE CONTRACTORS EXPENSE. 13.THE CONTRACTOR SHALL NOTIFY THE OWNER, ENGINEER, AND THE CITY OF KALISPELL A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK. 14.LOCATION OF SITE UTILITIES SHALL BE VERIFIED BY GENERAL CONTRACTOR AND THE UTILITY COMPANY PROVIDING SERVICE. 15.GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL TAP AND TIE-IN FEES REQUIRED. 16.ALL TRENCHING, PIPE LAYING, AND BACKFILLING SHALL BE IN ACCORDANCE WITH FEDERAL OSHA REGULATIONS. 17. CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES HAVING JURISDICTION OF ANY UTILITY SYSTEM PRIOR TO INSTALLATION. 18.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL APPLICABLE PERMITS REQUIRED FOR CONSTRUCTION AND COMPLYING WITH ALL THE TERMS OF THE PERMITS. 19.ANY CHANGES IN PUBLIC RIGHT-OF-WAY SHALL REQUIRE APPROVAL FROM THE CITY OF KALISPELL. CONTRACTOR TO ENSURE CITY APPROVAL PROVIDED PRIOR TO CONSTRUCTION. GENERAL NOTES 1.CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES FOUND ARE TO BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO COMMENCEMENT OR CONTINUATION OF CONSTRUCTION ACTIVITIES. 2.THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED WITHIN THE PROJECT LIMITS. MATERIALS AND EQUIPMENT SHALL BE STORED ON THE PROJECT SITE WHERE APPROVED BY THE OWNER. IT SHALL BE UNDERSTOOD THAT THE RESPONSIBILITY FOR PROTECTION AND SAFEKEEPING OF EQUIPMENT AND MATERIALS ON OR NEAR THE SITE WILL BE ENTIRELY THAT OF THE CONTRACTOR AND THAT NO CLAIM SHALL BE MADE AGAINST THE OWNER BY REASON OF ANY ACT OF EMPLOYEE OR TRESPASSER. 3.REFERENCE ALL SURVEY MONUMENTS, SECTION CORNERS, 14 CORNERS , AND PROPERTY CORNERS PRIOR TO BEING DISTURBED BY CONSTRUCTION. ANY MONUMENTS AND CORNERS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BY A PROFESSIONAL LAND SURVEYOR (PLS) REGISTERED IN THE STATE OF MONTANA. 4.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACE TO EQUAL, OR BETTER CONDITION THAT EXISTED PRIOR TO EXCAVATION AND CONSTRUCTION, AS DETERMINED BY OWNER AND THE ENGINEER. 5.THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST AND EROSION DURING CONSTRUCTION AT THEIR EXPENSE. STREETS AND DISTURBED AREAS SHALL BE WATERED TO CONTROL DUST WHEN ORDERED BY THE ENGINEER OR CITY OF KALISPELL. 6.ALL DISTURBED AREAS SHALL BE SEEDED BY THE CONTRACTOR IN ACCORDANCE WITH TECHNICAL SPECIFICATIONS IF NOT RECEIVING OTHER LANDSCAPING. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH KALISPELL PUBLIC WORKS DEPARTMENT FOR SHUT DOWN AND TIE-IN TO EXISTING UTILITIES. 8.A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF KALISPELL PUBLIC WORKS, CONTRACTORS, AND SUBCONTRACTORS PRIOR TO THE START OF CONSTRUCTION. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE PROPERTY INSOFAR AS IT MAY BE AFFECTED BY THESE OPERATIONS. ALL COSTS FOR PROTECTING, REMOVING, AND RESTORING EXISTING IMPROVEMENTS SHALL BE BORN SOLELY BY THE CONTRACTOR. 10.THE CONTRACTOR SHALL UTILIZE COMPACTION EQUIPMENT SUITABLE FOR THE SOIL TYPES AND SURFACE MATERIALS ENCOUNTERED ON THE PROJECT. 11.THE CONTRACTOR IS RESPONSIBLE FOR CREATING, FILING, AND ABIDING BY A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND NOTICE OF INTENT (NOI) APPROVED BY THE MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY (MDEQ) AND/OR LOCAL GOVERNING AGENCY, AS APPROPRIATE. CONTRACTOR SHALL CONTROL EROSION AN SEDIMENTATION BY INSTALLING SUITABLE BMPS AND MAINTAIN THEM FOR THE DURATION OF THE PROJECT. 12.CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL FOR THE DURATION OF THE PROJECT. 13.CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH APPLICABLE UTILITY PURVEYORS FOR RELOCATION OF CONFLICTING UTILITIES. 14.REFER TO THE APRIL 2024 GEOTECHNICAL ENGINEERING REPORT BY ALLWEST PROJECT NO. 124-127G. CONTRACTOR SHALL FOLLOW RECOMMENDATIONS AND REQUIREMENTS IN ALLWEST'S EVALUATIONS AND REPORTS. 15.THE CONTRACTOR SHALL RETAIN AND PROTECT CONSTRUCTION STAKING CONTROL AND SHALL BE RESPONSIBLE FOR ESTABLISHMENT FEES OF DESTROYED OR DISTURBED. 16.THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING DINAL APPROVAL BY THE ENGINEER. DAMAGE DUE TO SETTLEMENT UNDER ROADWAYS SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS FROM FINAL APPROVAL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING UTILITIES. DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AS SOON AS POSSIBLE AND AT THE CONTRACTORS EXPENSE. 17.AVAILABLE RECORDS AND FIELD RESEARCH HAS BEEN CONDUCTED TO LOCATED EXISTING PROPERTY CORNERS ASSOCIATED WITH THE PROJECT SITE. ALL EXISTING MONUMENTS ARE IDENTIFIED IN THE PLANS. LOCATIONS SHALL BE VERIFIED PRIOR TO AND AT THE COMPLETE OF CONSTRUCTION. EXISTING MONUMENTS SHALL BE PRESERVED AND PROTECTED THROUGHOUT THE COURSE OF CONSTRUCTION. 18.BEST MANAGEMENT PRACTICES (BMPS ) WILL BE IMPLEMENTED DURING CONSTRUCTION OF THE SITE. CIVIL LEGEND SET 12" REBAR & PINK CAP BY PLS 14879 FOUND 58" REBAR & CAP BY PLS 7328 FOUND 58" REBAR, NO CAP FIBER OPTIC JUNCTION BOX LIGHT POLE STORM SEWER MANHOLE SANITARY SEWER MAN HOLE WATER VALVE FIRE HYDRANT STORM SEWER CATCH BASIN ELECTRICAL JUNCTION BOX TELEPHONE JUNCTION BOX GAS RISER TEST PITS GAS LINE LOCATION MARKS EXISTING WATER MAIN EXISTING STORM DRAIN EXISTING SANITARY SEWER MAIN EXISTING PROPERTY LINE FINISHED GRADE SPOT ELEVATION FLOWLINE SPOT ELEVATION TC=TOP OF CURB SPOT ELEVATION FL=FLOW LINE OF CURB ELEVATION FLOW DIRECTION ARROW LOW POINT, FLOW LINE EXISTING GRADE CONTOUR FINISHED GRADE CONTOUR NEW ASPHALT NEW CONCRETE NEW BUILDING FO LP SS MH WV FH E T G TP (EX) GAS (EX) WATR (EX) SD (EX) SAN FG: 2922.55 FL: 2922.55 TC: 2922.55 FL: 2922.05 EG 2921 FG 2922 CONTRACTOR NOTES SHEET INDEX SHEET NO.SHEET TITLE C1.0 COVER C2.0 EXISTING CONDITIONS C3.0 TESC AND DEMO C4.0 SITE PLAN AND UTILITES C5.0 GRADING AND DRAINAGE MASTER PLAN C6.0 GRADING AND DRAINAGE (N) C7.0 GRADING AND DRAINAGE (W) C8.0 GRADING AND DRAINAGE (S) C9.0 GRADING AND DRAINAGE (RAMP) C10.0 DETAILS C11.0 DETAILS (E X ) G A S (E X ) G A S LOT 15 (EX) SD (EX) SD (EX) SD (EX) SD (EX) SD (EX) SD (EX) SD (EX) SD (EX) SD (EX) SD (EX) S D (EX) S D (E X ) S D (E X ) S D (E X ) S D (E X ) S D (E X ) S D ( E X ) S D (E X ) S D (E X ) S D ( E X ) S D ( E X ) S D ( E X ) S D ( E X ) S D (E X ) S D (E X ) S D (E X ) S D (E X ) S D (EX) SAN (EX) SAN (EX) SAN (EX) SAN (EX) SAN (EX) SAN (EX) SAN (EX) SAN (EX) SAN (EX) SAN (EX) SAN (EX) SAN (EX) SAN (EX) S A N (E X ) S A N (E X ) S A N ( E X ) S A N ( E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N ( E X ) S A N ( E X ) S A N ( E X ) S A N ( E X ) S A N ( E X ) S A N ( E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N ( E X ) W A T R (E X ) W A T R (E X ) W A T R (E X ) W A T R (E X ) W A T R ( E X ) W A T R ( E X ) W A T R ( E X ) W A T R (E X ) W A T R (E X ) W A T R (E X ) W A T R ( E X ) W A T R ( E X ) W A T R (E X ) W A T R (E X ) W A T R (EX) W A T R (EX) W A T R (EX) WATR(EX) WATR(EX) WATR(EX) WATR(EX) WATR(EX) WATR(EX) WATR(EX) WATR(EX) WATR(EX) WATR(EX) WATR(EX) WATR(EX) WATR EG : 2 9 2 1 EG : 2 9 2 1 E G : 2 9 2 1 EG: 29 2 1 EG: 2 9 2 2 EG : 2 9 2 3 EG: 29 2 4 E G : 2 9 2 4 EG: 2923 EG: 2 9 2 2 E G : 2 9 2 4 FG : 2 9 2 5 EG: 2 9 2 2 EG: 2922 EG: 2921 E G : 2 9 2 2 E G : 2 9 2 3 EG : 2 9 2 3 LOT 14 LOT 16 Ph y s i c a l A d d r e s s : 39 0 6 N . S c h r e i b e r W a y Co e u r d ' A l e n e , I D 8 3 8 1 5 Ma i l i n g A d d r e s s : PO B o x 5 8 0 Co e u r d ' A l e n e , I D 8 3 8 1 6 pl a n n i n g | d e s i g n | e n g i n e e r i n g | c o n s t r u c t i o n Ph o n e / F a x : P: ( 2 0 8 ) 6 6 7 - 1 2 1 4 F: ( 2 0 8 ) 7 6 5 - 2 5 1 6 We b : ww w . v e r d i s N W . c o m REVISIONS: NO:DESCRIPTION: CHECKED: DRAWN: JOB: DATE: PROJECT: © COPYRIGHT 2015. ALL RIGHTS RESERVED. UNAUTHORIZED REPRODUCTION OR TRANSLATION OF ANY PART OF THIS WORK WITHOUT THE WRITTEN PERMISSION OF VERDIS IS STRICTLY PROHIBITED. THIS DRAWING IS SET UP TO BE PRINTED ON 'ARCH D' OR 24X36 PAPER. VERDIS IS NOT RESPONSIBLE FOR ANY SCALING ERRORS OR OMISSIONS CAUSED BY REPRODUCING THESE DOCUMENTS. PRE L I M I N A R Y Know what's below. Call before you dig. H& H E X P R E S S KA L I S P E L L ----------- ----------- - - - - 08/02/2024 MLP APB 22-1279 H&H EXPRESS SITE DEVELOPMENT C2.0 EX I S T I N G C O N D I T I O N S LEGEND SET 12" REBAR & PINK CAP BY PLS 14879 FOUND 58" REBAR & CAP BY PLS 7328 FOUND 58" REBAR, NO CAP FIBER OPTIC JUNCTION BOX LIGHT POLE STORM SEWER MANHOLE SANITARY SEWER MAN HOLE WATER VALVE FIRE HYDRANT STORM SEWER CATCH BASIN ELECTRICAL JUNCTION BOX TELEPHONE JUNCTION BOX GAS RISER TEST PITS GAS LINE LOCATION MARKS EXISTING WATER MAIN EXISTING STORM DRAIN EXISTING SANITARY SEWER MAIN EXISTING PROPERTY LINE EXISTING GRADE CONTOURS Notes: 1. TOPOGRAPHIC SURVEY PREPARED BY GLAHE & ASSOCIATES PROFESSIONAL LAND SURVEYORS ON 5/6/2024 2. EXISTING WATER MAIN SHOWN HEREON IN ITS APPROXIMATE LOCATION BASED ON INFORMATION PROVIDED BY THE CITY OF KALISPELL. 3. TEST PITS WERE COMPLETED BY ALLWEST DURING THE APRIL 2024 GEOTECHNICAL EXPLORATION. TEST HOLES WERE DUG AND FILLED WITH LOOSE MATERIAL AND WERE NOT COMPACTED. SEE GEOTECHNICAL REPORT FOR TESTS PIT REHABILITATION RECOMMENDATIONS. 4. VERTICAL DATUM = NAVD88 FO LP SS MH WV FH E T G TP (EX) GAS (EX) WATR (EX) SD (EX) SAN 2921 ( IN FEET ) GRAPHIC SCALE 020 10 20 40 80 1 inch = 20 ft. SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D S D S D S D S D S D S D S D S D S D S D S D (EX) SAN (EX) SAN (EX) SAN (EX) SAN (EX) SAN (EX) SAN (EX) SAN (EX) SAN (EX) SAN (EX) SAN (EX) SAN (EX) SAN (EX) SAN (EX) S A N (E X ) S A N (E X ) S A N ( E X ) S A N ( E X ) S A N ( E X ) S A N ( E X ) S A N ( E X ) S A N ( E X ) S A N ( E X ) S A N (E X ) S A N (E X ) S A N ( E X ) S A N ( E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N W A T R W A T R W A T R W A T R W A T R W A T R W A T R W A T R W A T R W A T R W A T R W A T R W A T R WA T R WA T R WATR WATR WATRWATRWATRWATRWATRWATRWATRWATRWATRWATRWATRWATRWATR XXXX 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 X X X X X X X X X X X X X Ph y s i c a l A d d r e s s : 39 0 6 N . S c h r e i b e r W a y Co e u r d ' A l e n e , I D 8 3 8 1 5 Ma i l i n g A d d r e s s : PO B o x 5 8 0 Co e u r d ' A l e n e , I D 8 3 8 1 6 pl a n n i n g | d e s i g n | e n g i n e e r i n g | c o n s t r u c t i o n Ph o n e / F a x : P: ( 2 0 8 ) 6 6 7 - 1 2 1 4 F: ( 2 0 8 ) 7 6 5 - 2 5 1 6 We b : ww w . v e r d i s N W . c o m REVISIONS: NO:DESCRIPTION: CHECKED: DRAWN: JOB: DATE: PROJECT: © COPYRIGHT 2015. ALL RIGHTS RESERVED. UNAUTHORIZED REPRODUCTION OR TRANSLATION OF ANY PART OF THIS WORK WITHOUT THE WRITTEN PERMISSION OF VERDIS IS STRICTLY PROHIBITED. THIS DRAWING IS SET UP TO BE PRINTED ON 'ARCH D' OR 24X36 PAPER. VERDIS IS NOT RESPONSIBLE FOR ANY SCALING ERRORS OR OMISSIONS CAUSED BY REPRODUCING THESE DOCUMENTS. PRE L I M I N A R Y Know what's below. Call before you dig. AG E N C Y R E V I E W C O P Y 06/17/2024 H& H E X P R E S S KA L I S P E L L ----------- ----------- - - - - 08/02/2024 MLP APB 22-1279 H&H EXPRESS SITE DEVELOPMENT C3.0 TE S C A N D D E M O KEYNOTES DEMO EXISTING SIDEWALK. SAWCUT THROUGH THE NEAREST EXISTING CONSTRUCTION OR CONTRACTION JOINT TO THE LIMITS SHOWN ON PLAN. PROVIDE CONSTRUCTION ENTRANCE. SEE DETAIL ON SHEET C11.0. PROVIDE INLET PROTECTION TO EXISTING CATCH BASINS. SEE DETAIL ON SHEET C11.0. PROVIDE SILT FENCE. SEE DETAIL ON SHEET C11.0. 1 2 3 4 1 1 2 2 3 3 3 4 4 4 4 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D S D S D S D S D S D S D S D S D S D S D S D (EX) SAN (EX) SAN (EX) SAN (EX) SAN (EX) SAN (EX) SAN (EX) SAN (EX) SAN (EX) SAN (EX) SAN (EX) SAN (EX) SAN (EX) SAN (EX) S A N (E X ) S A N (E X ) S A N ( E X ) S A N ( E X ) S A N ( E X ) S A N ( E X ) S A N ( E X ) S A N ( E X ) S A N ( E X ) S A N (E X ) S A N (E X ) S A N ( E X ) S A N ( E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N W A T R W A T R W A T R W A T R W A T R W A T R W A T R W A T R W A T R W A T R W A T R W A T R W A T R WA T R WA T R WATR WATR WATRWATRWATRWATRWATRWATRWATRWATRWATRWATRWATRWATRWATR CB SD S A N S A N S A N SAN SAN SA N WM WA T R W M WATR SAN W M WATR WATR W A T R RD RD RD 23.9' C/O INV=2919.55 C/O INV=2919.5 C/O INV=2619.75 NEW 4 " S D R 3 5 G R A V I T Y SAN I T A R Y S E W E R S E R V I C E , SLOP E = 2 % M I N . NEW 1" POLY PIPE DOMESTIC WATER SERVICE NEW 1" POLY PIPE DOMESTIC WATER SERVICE NEW 1" POLY DOMESTIC WATER SERVICE 36.0' NEW PRIMARY BUILDING Area = 2880 SF FF = 2928 FG APRON AT LOADING DOCK = 2924 FUTURE BUILDING AREA = 8,000 SF FF = VARIES FROM 2923.1 - 2923.6, SEE GRADING PLAN FUTURE BUILDING AREA = 7,000 SF FF = VARIES FROM 2922.5 - 2923.5, SEE GRADING PLAN PHASE I PAVING LIMITS PHASE I PAVING LIMITS PHASE IPHASE II P H A S E I P H A S E I I NEW 4" GRAVITY SDR 35 SANITARY SEWER SERVICE, SLOPE = 2% MIN. NEW 4" GRAVITY SDR 35 SANITARY SEWER SERVICE, SLOPE = 2% MIN. R25.0' R25.0' R25.0' R25.0' R3.0' R5.0' INV ELEV = 2915.04 INV ELEV = 2916.1 INV ELEV = 2909.8 Ph y s i c a l A d d r e s s : 39 0 6 N . S c h r e i b e r W a y Co e u r d ' A l e n e , I D 8 3 8 1 5 Ma i l i n g A d d r e s s : PO B o x 5 8 0 Co e u r d ' A l e n e , I D 8 3 8 1 6 pl a n n i n g | d e s i g n | e n g i n e e r i n g | c o n s t r u c t i o n Ph o n e / F a x : P: ( 2 0 8 ) 6 6 7 - 1 2 1 4 F: ( 2 0 8 ) 7 6 5 - 2 5 1 6 We b : ww w . v e r d i s N W . c o m REVISIONS: NO:DESCRIPTION: CHECKED: DRAWN: JOB: DATE: PROJECT: © COPYRIGHT 2015. ALL RIGHTS RESERVED. UNAUTHORIZED REPRODUCTION OR TRANSLATION OF ANY PART OF THIS WORK WITHOUT THE WRITTEN PERMISSION OF VERDIS IS STRICTLY PROHIBITED. THIS DRAWING IS SET UP TO BE PRINTED ON 'ARCH D' OR 24X36 PAPER. VERDIS IS NOT RESPONSIBLE FOR ANY SCALING ERRORS OR OMISSIONS CAUSED BY REPRODUCING THESE DOCUMENTS. PRE L I M I N A R Y Know what's below. Call before you dig. AG E N C Y R E V I E W C O P Y 06/17/2024 H& H E X P R E S S KA L I S P E L L ----------- ----------- - - - - 08/02/2024 MLP APB 22-1279 H&H EXPRESS SITE DEVELOPMENT C4.0 SI T E P L A N A N D U T I L I T E S KEYNOTES NEW SANITARY SEWER SERVICE PER DETAIL SA.4 ON SHEET C10.0. CONNECT TO EXISTING 8" SANITARY SEWER MAIN AS SHOWN AND REPAIR ASPHALT PER DETAIL ON SHEET C11.0. SIZE AND SLOPE SEWER SERVICE PER PLAN. NEW SANITARY SEWER CLEANOUT, TYP. SEE DETAIL ON SHEET C10.0. APPROXIMATE INVERT ELEVATION SHOWN ON PLAN. NEW DOMESTIC WATER SERVICE PER DETAIL W.2 ON SHEET C10.0. HOT TAP EXISTING 10" PVC WATER MAIN WITH 1" BR2 SERIES MUELLER BRASS SADDLE. COORDINATE TAP OF THE WATER MAIN WITH CITY OF KALISPELL STAFF. PROVIDE NEW HEAVY DUTY ASPHALT MANEUVERING AREA. SEE ASPHALT SECTION ON SHEET C11.0. REFER TO 2024.06.12 GEOTECHNICAL REPORT PROVIDED BY ALLWEST TESTING AND ENGINEERING FOR TESTING RECOMMENDATIONS AND ADDITIONAL REQUIREMENTS. CONTRACTOR SHALL FOLLOW ALL GEOTECHNICAL RECOMMENDATIONS. NEW CONCRETE SIDEWALK. SEE DETAIL ON SHEET C11.0. ADA PARKING STALL, SLOPE NOT TO EXCEED 2% IN ANY DIRECTION. SEE GRADING AND DRAINAGE PLAN ON SHEET C6.0 FOR DETAILED GRADES. NEW ADA CONCRETE RAMP INTO BUILDING. SEE GRADING AND DRAINAGE PLAN ON SHEET C6.0 FOR DETAILED GRADES. NEW ACCESSIBLE ROUTE, SLOPE NOT TO EXCEED 2% IN ANY DIRECTION. NEW BIOINFILTRATION POND. SEE STORMWATER MANAGEMENT SUMMARY TABLE ON C5.0 FOR MORE DETAILS. POND FOREBAY PROVIDE CONCRETE APRON AT LOADING DOCK. SEE CONCRETE SECTION ON SHEET C11.0. NEW 6" PVC ROOF DRAIN. TRASH ENCLOSURE. SEE ARCHITECTURAL PLANS FOR DETAILS. FLUSH CURB. SEE DETAIL ON SHEET C11.0 STANDARD 6" CURB. SEE DETAIL ON SHEET C10.0 NEW CURB STOP, TYP. PROVIDE BERM NEAR PROPERTY BOUNDARY. SEE SHEET C6.0 FOR DETAILED GRADES. NEW LARGE RADIUS CONCRETE APPROACH. DIMENSIONS PER PLAN. TIE INTO EXISTING CURB AND GUTTER WITH STANDARD CURB AND GUTTER TO ROLLED CURB AND GUTTER TRANSITION. MATCH EXISTING SIDEWALK GRADES ALONG WINGS OF NEW APPROACH. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 NOTE: CONTRACTOR SHALL CALL FOR LOCATES PRIOR TO INSTALLING NEW UTILITY SERVICES AND SHALL COORDINATE WITH APPLICABLE PURVEYORS FOR MAKING NEW CONNECTIONS. PHASE I AND PHASE 2 BOUNDARY INTENDED TO SHOW PAVING LIMITS BETWEEN PHASES. PHASE 2 PAVEMENT AND BUILDING AREAS SHALL BE GRADED DURING PHASE 1 TO THE DESIGNED FINISHED GRADES AND SHALL BE FURNISHED WITH MATERIAL SHOWN IN THE APPROVED LANDSCAPE PLANS. STORMWATER FACILITIES HAVE BEEN DESIGNED TO ACCOMMODATE PHASE I AND PHASE II STORMWATER RUNOFF. BOTH BIOINFILTRATION PONDS SHALL BE COMPLETED PER PLAN DURING PHASE I CONSTRUCTION. ENSURE STORMWATER DRAINAGE TO BIOINFILTRATION PONDS IS UNINTERRUPTED. 1 1 1 2 2 2 3 3 3 4 5 5 6 7 8 8 8 9 9 10 10 13 14 14 14 15 15 15 15 14 17 18 18 S D SD SD S D SD SD S D SD SD S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (EX) S A N (EX) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N WA T R WA T R WA T R WA T R WA T R WA T R WA T R WA T R WA T R WA T R WA T R WA T R WA T R WA T R WAT R W A T R W A T R W A T R W A T R W A T R W A T R W A T R W A T R W A T R W A T R CB SD SA N SA N SA N SAN SAN SAN W M WAT R WM WATR SAN WM WATR W A T R WA T R RD RD RD DOCK BUILDING AREA = 2800 SF BUILDING FF = 2908.10 BOTTOM OF LOADING DOCK FG = 2904.10 FUTURE BUILDING B AREA = 8000 SF BUILDING FF = 2923.1 - 2923.6 FUTURE BUILDING A AREA = 7000 SF BUILDING FF = 2922.5-2923.5 1.4 9 % 1.5 5 % 1.5 5 % 1.0 8 % 1.02% 2 . 6 2 % 1 . 2 3 % 1 . 2 3 % 2 . 6 2 % 1.02%1.4 9 % 2 . 0 1 % 1.33% 2. 2 2 % 1. 6 4 % 1. 1 4 % 1. 3 2 % 1.5 5 % 1.4 9 % 1. 6 4 % 5.54 % 1.0 8 % FG: 2923 FG : 2 9 2 1 FG : 2 9 2 1 FG: 2922 FG: 2 9 2 2 FG : 2 9 2 3 FG: 2 9 2 3 FG: 2 9 2 3 FG: 2 9 2 2 FG: 2 9 2 4 FG: 2 9 2 4 EG: 2 9 2 2 E G : 2 9 2 3 E G : 2 9 2 4 EG: 2 9 2 4 EG: 2 9 2 5 EG : 2 9 2 4 EG : 2 9 2 3 E G : 2 9 2 2 EG : 2 9 2 2 E G : 2 9 2 3 E G : 2 9 2 4 E G : 2 9 2 3 EG : 2 9 2 2 EG: 2 9 2 1 EG : 2 9 2 1 E G : 2 9 2 1 E G : 2 9 2 2 EG: 292 3 EG: 2 9 2 3 FG: 2923 FLOW LINE FL O W L I N E FLO W L I N E FG: 2 9 2 3 1.5 % 1.5 % 1. 0 0 % 1.5 5 % 1.5 % FG: 2 9 2 3 FG: 2 9 2 2 FG: 2 9 2 2 FG: 2 9 2 3 FG: 2 9 2 4 F G : 2 9 2 5 FG: 2924 F G : 2 9 2 4 1%1% Ph y s i c a l A d d r e s s : 39 0 6 N . S c h r e i b e r W a y Co e u r d ' A l e n e , I D 8 3 8 1 5 Ma i l i n g A d d r e s s : PO B o x 5 8 0 Co e u r d ' A l e n e , I D 8 3 8 1 6 pl a n n i n g | d e s i g n | e n g i n e e r i n g | c o n s t r u c t i o n Ph o n e / F a x : P: ( 2 0 8 ) 6 6 7 - 1 2 1 4 F: ( 2 0 8 ) 7 6 5 - 2 5 1 6 We b : ww w . v e r d i s N W . c o m REVISIONS: NO:DESCRIPTION: CHECKED: DRAWN: JOB: DATE: PROJECT: © COPYRIGHT 2015. ALL RIGHTS RESERVED. UNAUTHORIZED REPRODUCTION OR TRANSLATION OF ANY PART OF THIS WORK WITHOUT THE WRITTEN PERMISSION OF VERDIS IS STRICTLY PROHIBITED. THIS DRAWING IS SET UP TO BE PRINTED ON 'ARCH D' OR 24X36 PAPER. VERDIS IS NOT RESPONSIBLE FOR ANY SCALING ERRORS OR OMISSIONS CAUSED BY REPRODUCING THESE DOCUMENTS. PRE L I M I N A R Y Know what's below. Call before you dig. AG E N C Y R E V I E W C O P Y 06/17/2024 H& H E X P R E S S KA L I S P E L L ----------- ----------- - - - - 08/02/2024 MLP APB 22-1279 H&H EXPRESS SITE DEVELOPMENT C5.0 GR A D I N G A N D D R A I N A G E MA S T E R P L A N ( IN FEET ) GRAPHIC SCALE 010 5 10 20 40 1 inch = 10 ft. MA G N E T I C STORMWATER MANAGEMENT SUMMARY TABLE1 DESIGN PARAMETERS SWALE DESIGN BASIN SURFACE TYPE SURFACE AREA AREA TO BE TREATED REQUIRED TREATMENT VOLUME (12" OVER SURFACE AREA) 100-YR, 24-HR RUNOFF DEPTH 100-YR, 24-HR STORM VOLUME INFILTRATION RATE STORAGE VOLUME REQUIRED BOTTOM AREA TOP AREA HEIGHT VOLUME (ID)(ID)(SF)(SF)(CF)(IN)(CF)(IN/HR)(CF)(SF)(SF)(FT)(CF) A ASPHALT 48,851 48,851 2,036 1.98 10,227 0.75 6,220 2,328 4,301 2.5 8,161BUILDING A ROOF AND LANDSCAPE 12,974 B DOCK BUILDING ROOF, BUILDING B ROOF, AND LANDSCAPE 18,950 0 0 1.38 2,178 0.75 1,290 350 1,025 2 1,316 1. SEE STORMWATER DRAINAGE REPORT FOR DETAILED DESIGN INFORMATION KEYNOTES STORMWATER INLET RIP-RAP CHECK DAM AND FLOW SPREADER, SEE DETAIL THIS SHEET. BIOINFILTRATION SWALE. SEE STORMWATER MAGANEMENT SUMMARY TABLE (THIS SHEET) AND CROSS-SECTION DETAIL ON SHEET C11.0. PRETREATMENT FOREBAY. PROVIDE CONCRETE BOTTOM AND SIDES. SEE CROSS-SECTION DETAIL ON SHEET C11.0. CONCRETE GUTTER, SEE DETAIL ON SHEET C8.0. 1 2 3 4 5 GRADING & STORMWATER NOTES 1.FOR GENERAL NOTES SEE SHEET C1.0. 2.MINIMUM BIOINFILTRATION SWALE DIMENSIONS PROVIDED IN STORMWATER MANAGEMENT SUMMARY TABLE BELOW. ACTUAL SWALE SHAPE MAY BE FIELD FIT TO ACCOMMODATE EXISTING CONDITIONS AND UTILITIES AS LONG AS ALL MINIMUM SIZING REQUIREMENTS ARE PROVIDED. 3.COORDINATE ROOF DRAIN PIPING CONNECTIONS WITH ARCHITECTURAL AND PLUMBING PLANS. VERIFY CONTINUITY IN SIZE AND LOCATION. 4.GRADE NEW ASPHALT TO DRAIN TOWARDS 'FLOWLINE' SHOWN ON PLANS. AND PROVIDE LOW POINT AT THE STORMWATER 'INLET'. 5.FINISHED GRADE SHALL TIE INTO EXISTING GRADE ELEVATIONS AT ALL PROPERTY BOUNDARIES. EXISTING GRADES OUTSIDE OF PROPERTY BOUNDARY SHALL NOT BE AFFECTED. 6.TO ACCOMMODATE ACCESSIBLE ROUTE AND STORMWATER DRAINAGE REQUIREMENTS, FINISHED FLOOR ELEVATIONS ACROSS THE WESTERLY AND SOUTHERLY BUILDINGS VARIES. SEE SHEETS C7.0 AND C8.0 FOR GRADES. 1 2 3 3 4 LEGEND FLOW DIRECTION ARROW LOW POINT, FLOW LINE EXISTING GRADE CONTOUR FINISHED GRADE CONTOUR STORMWATER BASIN BOUNDARY LINE NEW ASPHALT NEW CONCRETE NEW BUILDING EG 2921 FG 2922 5 2 BASIN A BASIN B SWALE 'A' SWALE 'B' (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N WATR SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN WM WATR WATRWATR W A T R WA T R WA T R WA T R WA T R RD RD RD RD RD RD RD TC: 2923.80 FL: 2923.30 TC: 2923.88 FL: 2923.38 TC: 2924.52 FL: 2924.02 TC: 2924.81 FL: 2924.31 TC: 2924.62 FL: 2924.12 TC: 2924.54 FL: 2924.04 TC: 2924.71 FL: 2924.21 TC: 2924.98 FL: 2924.48 TC: 2924.78 FL: 2924.28 TC: 2924.60 FL: 2924.10 FGC: 2924.10 FGC: 2923.95 TC: 2923.46 FL: 2923.46 TC: 2923.10 FL: 2923.10 FL: 2923.06 FL: 2921.96 FL: 2922.32 FL: 2922.69 FL: 2923.42 FL: 2924.16 FGC: 2924.00FGC: 2924.00 FGC: 2924.10 FGC: 2924.10 BOTTOM OF SWALE ELEV= 2921.80 TOP OF SWALE ELEV= 2923.80 TOP OF SWALE ELEV= 2923.80 TOP OF SWALE ELEV= 2923.80 DOCK BUILDING AREA = 2800 SF BUILDING FF = 2908.10 BOTTOM OF LOADING DOCK FG = 2904.10 FGLA: 2925.50 FGLA: 2925.75 FGLA: 2926.00 1.4 9 % 1.5 5 % 1.5 5 % 1.0 8 % 1.02% 1.02% 1.4 9 % 1. 6 4 % 1. 1 4 % 1. 3 2 % 1.5 5 % 1.4 9 % 1.0 8 % FG : 2 9 2 3 FG: 2 9 2 4 E G : 2 9 2 4 EG: 2 9 2 4 EG: 2 9 2 5 EG : 2 9 2 4 EG : 2 9 2 3 E G : 2 9 2 2 EG : 2 9 2 2 E G : 2 9 2 3 E G : 2 9 2 4 E G : 2 9 2 3 EG: 292 3 EG: 2 9 2 3 EG/FG: 2923.84 EG/FG: 2923.82 TBC EG/FG: 2923.75 TBC EG/FG: 2923.16 EG/FG: 2923.45 EG/FG: 2923.55 FGC: 2923.60 FGA: 2923.05 FG: 2923 FL O W L I N E FG: 2 9 2 3 FG: 2923.08 FG: 2923.23 FG: 2923.34 1.5 % 1.5 % 1. 0 0 % 1.5 5 % TC: 2923.91 FL: 2923.41 TC: 2924.08 FL: 2923.58 TC: 2924.41 FL: 2923.91 1.5 % FGA: 2923.30 FGA: 2922.94 FGA: 2922.70 FGA: 2922.67 FGA: 2923.05 FGA: 2923.50 TC:2923.50 FGA: 2923.50 FGC: 2923.51 FGC: 2923.51 FGC: 2923.06 TC: 2923.60 FL: 2923.10 TC: 2923.99 FL: 2923.49 FG: 2 9 2 3 FG: 2 9 2 2 FG: 2 9 2 2 FG: 2 9 2 3 FG: 2 9 2 4 F G : 2 9 2 5 FG: 2924 F G : 2 9 2 4 Ph y s i c a l A d d r e s s : 39 0 6 N . S c h r e i b e r W a y Co e u r d ' A l e n e , I D 8 3 8 1 5 Ma i l i n g A d d r e s s : PO B o x 5 8 0 Co e u r d ' A l e n e , I D 8 3 8 1 6 pl a n n i n g | d e s i g n | e n g i n e e r i n g | c o n s t r u c t i o n Ph o n e / F a x : P: ( 2 0 8 ) 6 6 7 - 1 2 1 4 F: ( 2 0 8 ) 7 6 5 - 2 5 1 6 We b : ww w . v e r d i s N W . c o m REVISIONS: NO:DESCRIPTION: CHECKED: DRAWN: JOB: DATE: PROJECT: © COPYRIGHT 2015. ALL RIGHTS RESERVED. UNAUTHORIZED REPRODUCTION OR TRANSLATION OF ANY PART OF THIS WORK WITHOUT THE WRITTEN PERMISSION OF VERDIS IS STRICTLY PROHIBITED. THIS DRAWING IS SET UP TO BE PRINTED ON 'ARCH D' OR 24X36 PAPER. VERDIS IS NOT RESPONSIBLE FOR ANY SCALING ERRORS OR OMISSIONS CAUSED BY REPRODUCING THESE DOCUMENTS. PRE L I M I N A R Y Know what's below. Call before you dig. AG E N C Y R E V I E W C O P Y 06/17/2024 H& H E X P R E S S KA L I S P E L L ----------- ----------- - - - - 08/02/2024 MLP APB 22-1279 H&H EXPRESS SITE DEVELOPMENT C6.0 GR A D I N G A N D D R A I N A G E ( N ) MA T C H L I N E S E E C7 . 0 MATCHLINE SEE C8.0 ( IN FEET ) GRAPHIC SCALE 010 5 10 20 40 1 inch = 10 ft. MA G N E T I C LEGEND FINISHED GRADE SPOT ELEVATION LANDSCAPE FINISHED GRADE SPOT ELEVATION CONCRETE FINISHED GRADE SPOT ELEVATION ASPHALT FINISHED GRADE SPOT ELEVATION FLOWLINE SPOT ELEVATION SPOT ELEVATION FOR NEW FINISHED GRADE TO MATCH EXISTING GRADE ELEVATION TC=TOP OF CURB SPOT ELEVATION FL=FLOW LINE OF CURB ELEVATION FLOW DIRECTION ARROW LOW POINT, FLOW LINE EXISTING GRADE CONTOUR FINISHED GRADE CONTOUR NEW ASPHALT NEW CONCRETE NEW BUILDING FG: 2922.55 FGLA: 2922.55 FGC: 2922.55 FGA: 2922.55 FL: 2922.55 EG/FG: 2923.67 TC: 2922.55 FL: 2922.05 EG 2921 FG 2922 KEYNOTES BIOINFILTRATION SWALE 'B', SEE TYPICAL CROSS SECTION ON SHEET C11.0 FOR DETAILS. LOW POINT, FLOW LINE. LOADING DOCK, TYP. FINISHED FLOOR ELEVATION OF BUILDING INTERIOR TO BE 4FT ABOVE OUTSIDE FINISHED GRADE ELEVATION. DAYLIGHT ROOF DRAIN. TAPER PIPE AT OUTLET TO MATCH GRADE, SEE DETAIL ON SHEET C11.0. PPOVIDE RIP RAP OUTLET PROTECTION AT ROOF DRAIN OUTLET TAPER CURB FROM 0" REVEAL (AT FLUSH CURB) TO 6" REVEAL (POC OF CURB). TAPER CURB FROM 0" REVEAL TO 6" REVEAL IN 3 FT. SEE PLAN FOR CLARIFICATION. 1 2 3 4 5 6 7 2 2 1 3 3 1 C9.0 2 C1 1 . 0 SEE SHEET C9.0 FOR GRADING INFORMATION 6 7 7 4 4 5 5 FF = 2923.6 SD (EX) SAN (EX) SAN (EX) SAN (EX) SAN (EX) SAN (EX) SAN (EX) SAN (EX) SAN (EX) SAN (EX) SAN (EX) SAN (EX) SAN (EX) SAN (EX) SAN (EX) SAN SAN SA N SA N WM WA T R WA T R FGC: 2921.79 FGC: 2922.31 TC: 2923.80 FL: 2923.30 FL: 2921.29 FL: 2921.63 FL: 2923.06 FL: 2921.96 FL: 2922.32 FL: 2922.69 FL: 2921.86 FL: 2922.11 FL: 2921.46 TOP OF FOREBAY FG: 2921.00 BOTTOM OF FOREBAY FG: 2918.00 FGC: 2920.00 FG: 2922.78 FG: 2923.00 FG: 2923.90 FGA: 2921.96 FUTURE BUILDING B AREA = 8000 SF BUILDING FF = 2923.1 - 2923.6 2.6 2 % 1 . 4 9 % 2.01 % 1.3 3 % 2.22% 1.64% 1.14% 1 . 4 9 % 1.64% 5.54% TC: 2922.22 FL: 2921.72 F G : 2 9 2 1 FG : 2 9 2 2 FG : 2 9 2 2 FG : 2 9 2 3 FG : 2 9 2 3 FG : 2 9 2 2 FG : 2 9 2 4 EG : 2 9 2 2 EG: 29 2 3 EG: 29 2 4 E G : 2 9 2 2 EG: 292 2 EG : 2 9 2 3 EG/FG: 2922.08 EG/FG: 2921.97 TBC EG/FG: 2921.94 TBC EG/FG: 2921.46 EG/FG: 2921.69 EG/FG: 2921.86 FGC: 2923.60 FGC: 2923.31 FGA: 2923.05 EG/FG: 2922.23EG/FG: 2922.26 FGC: 2922.50 FGA: 2922.39 FG: 2 9 2 3 F L O W L I N E FG: 2923.08 1 . 5 % 1 . 5 % TC: 2923.91 FL: 2923.41 FGA: 2923.30 FGA: 2922.94 FGA: 2922.70 FGA: 2922.67 FGA: 2923.05 FGA: 2923.50 TC:2923.50 FGA: 2923.50FGC: 2923.51 FGC: 2923.51 FGC: 2923.06 FGC: 2923.06 FGC: 2923.19 FGA: 2923.05 FGA: 2922.62 FGC: 2923.06 FGC: 2923.10 FGA: 2923.05 FGA: 2922.54 FGC: 2923.06 FGC: 2922.78 FGC: 2922.75 RETAIN EXISTING SIDEWALKRETAIN EXISTING SIDEWALK NEW APPROACH FGC: 2922.39 TC: 2922.74 FL: 2922.24 TC: 2922.00 FL: 2921.50 1% 1% FGA: 2922.32 Ph y s i c a l A d d r e s s : 39 0 6 N . S c h r e i b e r W a y Co e u r d ' A l e n e , I D 8 3 8 1 5 Ma i l i n g A d d r e s s : PO B o x 5 8 0 Co e u r d ' A l e n e , I D 8 3 8 1 6 pl a n n i n g | d e s i g n | e n g i n e e r i n g | c o n s t r u c t i o n Ph o n e / F a x : P: ( 2 0 8 ) 6 6 7 - 1 2 1 4 F: ( 2 0 8 ) 7 6 5 - 2 5 1 6 We b : ww w . v e r d i s N W . c o m REVISIONS: NO:DESCRIPTION: CHECKED: DRAWN: JOB: DATE: PROJECT: © COPYRIGHT 2015. ALL RIGHTS RESERVED. UNAUTHORIZED REPRODUCTION OR TRANSLATION OF ANY PART OF THIS WORK WITHOUT THE WRITTEN PERMISSION OF VERDIS IS STRICTLY PROHIBITED. THIS DRAWING IS SET UP TO BE PRINTED ON 'ARCH D' OR 24X36 PAPER. VERDIS IS NOT RESPONSIBLE FOR ANY SCALING ERRORS OR OMISSIONS CAUSED BY REPRODUCING THESE DOCUMENTS. PRE L I M I N A R Y Know what's below. Call before you dig. AG E N C Y R E V I E W C O P Y 06/17/2024 H& H E X P R E S S KA L I S P E L L ----------- ----------- - - - - 08/02/2024 MLP APB 22-1279 H&H EXPRESS SITE DEVELOPMENT C7.0 GR A D I N G A N D D R A I N A G E ( W ) MA T C H L I N E S E E C8 . 0 MATCHLINE SEE C6.0 ( IN FEET ) GRAPHIC SCALE 010 5 10 20 40 1 inch = 10 ft. MA G N E T I C KEYNOTES LOW POINT, FLOW LINE TAPER CURB FROM 0" REVEAL TO 6" REVEAL OVER 3 FT. SEE PLAN FOR CLARIFICATION. 1 2 1 1 2 LEGEND FINISHED GRADE SPOT ELEVATION LANDSCAPE FINISHED GRADE SPOT ELEVATION CONCRETE FINISHED GRADE SPOT ELEVATION ASPHALT FINISHED GRADE SPOT ELEVATION FLOWLINE SPOT ELEVATION SPOT ELEVATION FOR NEW FINISHED GRADE TO MATCH EXISTING GRADE ELEVATION TC=TOP OF CURB SPOT ELEVATION FL=FLOW LINE OF CURB ELEVATION FLOW DIRECTION ARROW LOW POINT, FLOW LINE EXISTING GRADE CONTOUR FINISHED GRADE CONTOUR NEW ASPHALT NEW CONCRETE NEW BUILDING FG: 2922.55 FGLA: 2922.55 FGC: 2922.55 FGA: 2922.55 FL: 2922.55 EG/FG: 2923.67 TC: 2922.55 FL: 2922.05 EG 2921 FG 2922 S D SD SD S D SD SD S D SD SD S D SD S D SD (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (EX) S A N (EX) S A N (EX) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N (E X ) S A N SD SD SD W A T R W A T R W A T R W A T R W A T R W A T R W A T R W A T R W A T R W A T R CB SD SD WM WATRWATR SAN SAN FGC: 2921.79 FGC: 2922.31 TC: 2923.10 FL: 2923.10 TC: 2923.40 FGA: 2923.40 FL: 2921.29 FL: 2921.63 FL: 2921.96 FL: 2922.32 FL: 2921.86 FL: 2922.11 FL: 2922.62 FL: 2922.88 FL: 2921.46 TOP OF FOREBAY FG: 2921.00 BOTTOM OF FOREBAY FG: 2918.00 FGC: 2920.00 BOTTOM OF SWALE ELEV= 2917.50 TOP OF SWALE ELEV= 2919.20 FG: 2922.94 FGA: 2921.96 TOP OF SWALE ELEV= 2919.34 TOP OF SWALE ELEV= 2919.43 FG: ??? BOTTOM OF SWALE ELEV= 2917.50 FUTURE BUILDING A AREA = 7000 SF BUILDING FF = 2922.5-2923.5 1.02% 2 . 6 2 % 1 . 2 3 % 1 . 2 3 % 2 . 6 2 % 1.02% 1.4 9 % 2 . 0 1 % 1.33% 1. 6 4 % 1. 6 4 % 5.54 % TC: 2922.22 FL: 2921.72 FG: 2923 FG : 2 9 2 1 FG : 2 9 2 1 FG: 2922 FG: 2 9 2 2 FG : 2 9 2 3 FG: 2 9 2 3 E G : 2 9 2 2 EG : 2 9 2 2 EG : 2 9 2 1 E G : 2 9 2 1 EG: 2923 TBC EG/FG: 2923.16 EG/FG: 2923.45 EG/FG: 2923.55 TBC EG/FG: 2921.46 EG/FG: 2921.69 EG/FG: 2921.86 FGC: 2923.45 FGC: 2923.00 FGC: 2922.50 FGA: 2922.95 FGA: 2922.39 EG/FG: 2922.89 EG/FG: 2922.93 FL O W L I N E 1.5 % FGA: 2922.67 TC: 2923.60 FL: 2923.10 FGC: 2923.19 FGA: 2923.05 FGA: 2922.62 FGA: 2922.54 RETAIN EXISTING SIDEWALK FGC: 2922.39 TC: 2922.74 FL: 2922.24 TC: 2922.00 FL: 2921.50 1 % 1% 1% FGC: 2919.81 FGC: 2919.55 FGC: 2919.05 FGC: 2922.96 FGA: 2922.67 TC: 2923.70 FL: 2923.20 TC: 2923.60 FL: 2923.10 TC: 2923.64 FL: 2923.14 FGA: 2923.40 FGA: 2923.14 FGC: 2923.20 FGA: 2923.15 FGA: 2922.93 FGC: 2922.76 FGA: 2922.69 FGC: 2922.70 FGA: 2922.32 TC: 2923.87 FL: 2923.37 Ph y s i c a l A d d r e s s : 39 0 6 N . S c h r e i b e r W a y Co e u r d ' A l e n e , I D 8 3 8 1 5 Ma i l i n g A d d r e s s : PO B o x 5 8 0 Co e u r d ' A l e n e , I D 8 3 8 1 6 pl a n n i n g | d e s i g n | e n g i n e e r i n g | c o n s t r u c t i o n Ph o n e / F a x : P: ( 2 0 8 ) 6 6 7 - 1 2 1 4 F: ( 2 0 8 ) 7 6 5 - 2 5 1 6 We b : ww w . v e r d i s N W . c o m REVISIONS: NO:DESCRIPTION: CHECKED: DRAWN: JOB: DATE: PROJECT: © COPYRIGHT 2015. ALL RIGHTS RESERVED. UNAUTHORIZED REPRODUCTION OR TRANSLATION OF ANY PART OF THIS WORK WITHOUT THE WRITTEN PERMISSION OF VERDIS IS STRICTLY PROHIBITED. THIS DRAWING IS SET UP TO BE PRINTED ON 'ARCH D' OR 24X36 PAPER. VERDIS IS NOT RESPONSIBLE FOR ANY SCALING ERRORS OR OMISSIONS CAUSED BY REPRODUCING THESE DOCUMENTS. PRE L I M I N A R Y Know what's below. Call before you dig. AG E N C Y R E V I E W C O P Y 06/17/2024 H& H E X P R E S S KA L I S P E L L ----------- ----------- - - - - 08/02/2024 MLP APB 22-1279 H&H EXPRESS SITE DEVELOPMENT C8.0 GR A D I N G A N D D R A I N A G E ( S ) MA T C H L I N E S E E C7 . 0 MATCHLINE SEE C6.0 ( IN FEET ) GRAPHIC SCALE 010 5 10 20 40 1 inch = 10 ft. MA G N E T I C KEYNOTES BIOINFILTRATIVE SWALE A. SEE TYPICAL CROSS SECTION ON SHEET C11.0 FOR DETAILS. NEW FOREBAY. PROVIDE CONCRETE BOTTOM AND SIDES. SEE SECTION VIEW SHEET C11.0 LOW POINT, FLOW LINE. NEW NEW CHANNEL, GRADE PER PLAN. SEE DETAIL THIS SHEET. TAPER CURB FROM 0" REVEAL TO 6" REVEAL OVER 3 FT. SEE PLAN FOR CLARIFICATION. 1 2 3 4 5 CONCRETE CHANNEL 1 2 3 3 3 4 LEGEND FINISHED GRADE SPOT ELEVATION LANDSCAPE FINISHED GRADE SPOT ELEVATION CONCRETE FINISHED GRADE SPOT ELEVATION ASPHALT FINISHED GRADE SPOT ELEVATION FLOWLINE SPOT ELEVATION SPOT ELEVATION FOR NEW FINISHED GRADE TO MATCH EXISTING GRADE ELEVATION TC=TOP OF CURB SPOT ELEVATION FL=FLOW LINE OF CURB ELEVATION FLOW DIRECTION ARROW LOW POINT, FLOW LINE EXISTING GRADE CONTOUR FINISHED GRADE CONTOUR NEW ASPHALT NEW CONCRETE NEW BUILDING FG: 2922.55 FGLA: 2922.55 FGC: 2922.55 FGA: 2922.55 FL: 2922.55 EG/FG: 2923.67 TC: 2922.55 FL: 2922.05 EG 2921 FG 2922 5 5 WATR WATR SA N SA N SA N SA N SA N SA N SA N SA NW A T R WA T R WA T R WA T R WA T R WA T R WA T R RD RD RD FG: 2924.10 FG: 2924.00 FG: 2923.70 FG: 2923.70 FGA: 2924.05 FGA: 2924.05 TC: 2924.30 FL: 2923.80 FGA: 2923.78 TC: 2924.35 FL: 2923.85 FGC: 2924.00 FGC: 2924.10 FGLA: 2926.00 1.5 5 % 1.1 9 % E G : 2 9 2 4 FGLA: 2925.60 RAMP FG: 2928.10 FGLA: 2926.00 RAMP FG: 2927.98 RAMP FG: 2927.98 FGLA: 2925.00 FGC: 2927.93 FGLA: 2924.05 FGLA: 2924.27 FGC: 2927.93 RAMP FG: 2928.10 RAMP FG: 2925.60 FGA: 2923.77RAMP FG: 2924.07 TBSW: 2924.12 FG/EG: 2924.19 FG/EG: 2924.17 TBSW: 2924.12 TBSW: 2924.12RAMP FG: 2925.91 TBSW: 2924.24 RAMP FG: 2925.99 RAMP FG: 2927.98 FG: 2923.99 RAMP FG: 2926.03 FG: 2924.04 RAMP FG: 2926.11 RAMP FG: 2926.61 TBC 1. 0 0 % F G : 2 9 2 4 TBSW: 2924.14 FGC: 2924.05 FGC: 2924.06 TBSW: 2924.65 TBSW: 2924.65 Ph y s i c a l A d d r e s s : 39 0 6 N . S c h r e i b e r W a y Co e u r d ' A l e n e , I D 8 3 8 1 5 Ma i l i n g A d d r e s s : PO B o x 5 8 0 Co e u r d ' A l e n e , I D 8 3 8 1 6 pl a n n i n g | d e s i g n | e n g i n e e r i n g | c o n s t r u c t i o n Ph o n e / F a x : P: ( 2 0 8 ) 6 6 7 - 1 2 1 4 F: ( 2 0 8 ) 7 6 5 - 2 5 1 6 We b : ww w . v e r d i s N W . c o m REVISIONS: NO:DESCRIPTION: CHECKED: DRAWN: JOB: DATE: PROJECT: © COPYRIGHT 2015. ALL RIGHTS RESERVED. UNAUTHORIZED REPRODUCTION OR TRANSLATION OF ANY PART OF THIS WORK WITHOUT THE WRITTEN PERMISSION OF VERDIS IS STRICTLY PROHIBITED. THIS DRAWING IS SET UP TO BE PRINTED ON 'ARCH D' OR 24X36 PAPER. VERDIS IS NOT RESPONSIBLE FOR ANY SCALING ERRORS OR OMISSIONS CAUSED BY REPRODUCING THESE DOCUMENTS. PRE L I M I N A R Y Know what's below. Call before you dig. AG E N C Y R E V I E W C O P Y 06/17/2024 H& H E X P R E S S KA L I S P E L L ----------- ----------- - - - - 08/02/2024 MLP APB 22-1279 H&H EXPRESS SITE DEVELOPMENT C9.0 GR A D I N G A N D D R A I N A G E ( R A M P ) 1 inch = 5 ft. ( IN FEET ) GRAPHIC SCALE 5 0 2.5 5 10 20 MA G N E T I C RAMP AND ADA PARKING GRADING DETAIL N.T.S. 1 NOTE: FINISHED GRADES NOT SPECIFIED BY 'RAMP' ARE NOTED TO BE THE NEW FINISHED GRADE BELOW THE RAMP SURFACE. INCLUDING ASPHALT, CONCRETE APRON, SIDEWALK, AND LANDSCAPING. FINISHED GRADES SPECIFIED AS 'RAMP' ARE NOTED TO BE THE TOP OF THE CONCRETE ADA RAMP SURFACE. LEGEND FINISHED GRADE SPOT ELEVATION LANDSCAPE FINISHED GRADE SPOT ELEVATION CONCRETE FINISHED GRADE SPOT ELEVATION ASPHALT FINISHED GRADE SPOT ELEVATION FLOWLINE SPOT ELEVATION TOP BACK OF SIDEWALK FINISHED GRADE SPOT ELEVATION SPOT ELEVATION FOR NEW FINISHED GRADE TO MATCH EXISTING GRADE ELEVATION TC=TOP OF CURB SPOT ELEVATION FL=FLOW LINE OF CURB ELEVATION FLOW DIRECTION ARROW LOW POINT, FLOW LINE EXISTING GRADE CONTOUR FINISHED GRADE CONTOUR NEW ASPHALT NEW CONCRETE NEW BUILDING FG: 2922.55 FGLA: 2922.55 FGC: 2922.55 FGA: 2922.55 FL: 2922.55 TBSW: 2922.55 EG/FG: 2923.67 TC: 2922.55 FL: 2922.05 EG 2921 FG 2922 STANDARD CURB AND GUTTER SECTION STANDARD DRIVE OVER CURB AND GUTTER STRAIGHT CURB SECTION WATER SYSTEM CONSTRUCTION NOTES WATER SERVICE CONNECTION DETAIL 512' STEEL T-POST CENTER METER BOX IN BOULEVARD MUELLER SERIES 300 BALL STYLE CURB STOP VALVE 3 4 WATER MAIN TAPPING SADDLE SEWER SYSTEM CONSTRUCTION NOTES TYPICAL SANITARY SERVICE TO EXISTING MAIN 4'-6"6" 11-1/2" 1'-4" 2-3/4" Ph y s i c a l A d d r e s s : 39 0 6 N . S c h r e i b e r W a y Co e u r d ' A l e n e , I D 8 3 8 1 5 Ma i l i n g A d d r e s s : PO B o x 5 8 0 Co e u r d ' A l e n e , I D 8 3 8 1 6 pl a n n i n g | d e s i g n | e n g i n e e r i n g | c o n s t r u c t i o n Ph o n e / F a x : P: ( 2 0 8 ) 6 6 7 - 1 2 1 4 F: ( 2 0 8 ) 7 6 5 - 2 5 1 6 We b : ww w . v e r d i s N W . c o m REVISIONS: NO:DESCRIPTION: CHECKED: DRAWN: JOB: DATE: PROJECT: © COPYRIGHT 2015. ALL RIGHTS RESERVED. UNAUTHORIZED REPRODUCTION OR TRANSLATION OF ANY PART OF THIS WORK WITHOUT THE WRITTEN PERMISSION OF VERDIS IS STRICTLY PROHIBITED. THIS DRAWING IS SET UP TO BE PRINTED ON 'ARCH D' OR 24X36 PAPER. VERDIS IS NOT RESPONSIBLE FOR ANY SCALING ERRORS OR OMISSIONS CAUSED BY REPRODUCING THESE DOCUMENTS. PRE L I M I N A R Y Know what's below. Call before you dig. H& H E X P R E S S KA L I S P E L L ----------- ----------- - - - - 08/02/2024 MLP APB 22-1279 H&H EXPRESS SITE DEVELOPMENT C10.0 DE T A I L S INTEGRAL FLUSH CURB AND SIDEWALK N.T.S. 1 1.PREFORMED 12" EXPANSION JOINT MATERIAL MEETING THE REQUIREMENTS OF AASHTO M-213 SHALL BE PLACED AT 45-FOOT INTERVALS AND AT ALL COLD JOINTS. 2.CONTRACTION JOINTS SHALL BE SPACED THE APPROXIMATE SAME DIMENSION AS THE WIDTH BUT NOT TO EXCEED SIX FEET. CONTRACTION JOINTS SHALL BE CONSTRUCTED BY SAWING OR SCORING. A TILL SHALL BE USED WHICH WILL LEAVE THE EDGES ROUNDED AND DESTROY AGGREGATE INTERLOCK FOR THE SPECIFIED MINIMUM DEPTH. CONTRACTION JOINTS SHALL BE A MINIMUM OF 14 TIMES THE SIDEWALK THICKNESS. 3.ALL VISIBLE EDGES AND JOINTS SHALL BE ROUNDED WITH AN EDGING TOOL WITH A MINIMUM 14" RADIUS. 4.CONCRETE SHALL BE M-4500 WITH 45" MAXIMUM AGGREGATE, MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4500 PSI, 5% TO 8% AIR ENTRAINMENT, AND A MAXIMUM SLUMP OF 4". 5.SIX INCHES OF CRUSHED GRAVEL BASE MATERIAL, -3/4" DIAMETER IS REQUIRED FOR SIDEWALK FOUNDATION. THE BASE MATERIAL SHALL BE COMPACTED TO 95% DENSITY (+/- 3% OPTIMUM MOISTURE) PER AASHTO T-99. 6.MINIMUM SIDEWALK THICKNESS: 6" UNCOMPACTED NATIVE SOIL VARIES. SEE STORMWATER PLAN VARIES. 2.5' MAX MAX WATER STORAGE3:1 MAX H:V SWALE BOTTOM 7.7% 1.6% 8.3% SEE PLAN FOR CROSS SLOPE 28.8'5.0'24.0'19.3' 3" ASPHALT PER ITD STANDARD SPECIFICATION 405. COMPACT TO 92% RICE DENSITY. APPROVED COMPACTED NATIVE SUBGRADE 4" OF CRUSHED AGGREGATE BASE PER ISPWC SECTION 802, TYPE1. COMPACT TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY. HEAVY-DUTY ASPHALT PAVEMENT SECTION NOTES: ·HEAVY-DUTY ASPHALT PAVEMENT SHALL BE PROVIDED THROUGHOUT SITE. NO LIGHT-DUTY PAVEMENT SHALL BE PROVIDED. ·REFER TO JUNE 12, 2024 GEOTECHNICAL EVALUATION BY ALLWEST, PROJECT #124-127G. VEHICLE TRACKING STORMWATER BMP SILT FENCE FILTER FABRIC VEHICLE TRACKING PAD 14" OF 3" -6" STONE · · · · · · · SILT FENCE STORMWATER BMP · · · · · · EMBED FILTER FABRIC INTO GROUND FLOW 36" MIN WOOD, OR STEEL POST GEOTEXTILE FABRIC GEOTEXTILE FABRIC EMBED FILTER FABRIC INTO GROUND 3:1 MAX H:V, TYP. 2" OF 34" GRAVEL SPLASH PAD: 8" OF 3" RIP RAP ROOF DRAIN OUTLET. BEVEL END TO MATCH GRADE 3:1 H: V 6.0' 24.0' 3.0' CONCRETE SURFACE 6" OF CRUSHED AGGREGATE BASE ROCK, COMPACTED TO 95% MODIFIED PROCTOR. APPROVED COMPACTED NATIVE SUBGRADE 0.5' 3.5'0.5'0.5' OUTLET WEIR Ph y s i c a l A d d r e s s : 39 0 6 N . S c h r e i b e r W a y Co e u r d ' A l e n e , I D 8 3 8 1 5 Ma i l i n g A d d r e s s : PO B o x 5 8 0 Co e u r d ' A l e n e , I D 8 3 8 1 6 pl a n n i n g | d e s i g n | e n g i n e e r i n g | c o n s t r u c t i o n Ph o n e / F a x : P: ( 2 0 8 ) 6 6 7 - 1 2 1 4 F: ( 2 0 8 ) 7 6 5 - 2 5 1 6 We b : ww w . v e r d i s N W . c o m REVISIONS: NO:DESCRIPTION: CHECKED: DRAWN: JOB: DATE: PROJECT: © COPYRIGHT 2015. ALL RIGHTS RESERVED. UNAUTHORIZED REPRODUCTION OR TRANSLATION OF ANY PART OF THIS WORK WITHOUT THE WRITTEN PERMISSION OF VERDIS IS STRICTLY PROHIBITED. THIS DRAWING IS SET UP TO BE PRINTED ON 'ARCH D' OR 24X36 PAPER. VERDIS IS NOT RESPONSIBLE FOR ANY SCALING ERRORS OR OMISSIONS CAUSED BY REPRODUCING THESE DOCUMENTS. PRE L I M I N A R Y Know what's below. Call before you dig. H& H E X P R E S S KA L I S P E L L ----------- ----------- - - - - 08/02/2024 MLP APB 22-1279 H&H EXPRESS SITE DEVELOPMENT C11.0 DE T A I L S TYPICAL INFILTRATION BASIN SECTION N.T.S. 1 C11.0 ADA RAMP SECTION N.T.S. 2 PLACEHOLDER ROOF DRAIN OUTLET N.T.S. 2 C11.0 PAVEMENT REPAIR DETAIL N.T.S. FOREBAY SECTION N.T.S. FOREBAY OUTLET SECTION N.T.S.