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Home My WebLink AboutB17-0129_C1.00_1493919990.pdfNTS 5926MclntyreStreet Golden,CO80403 Ph,(303)425-7272 Fa" (720) 345-0250 Cl.OO Solutions Before Solutions After ··· SB - SA z 9 ~ '" ~ Cl ~ "';;: E- "' '" 51 "'on '" "' .5 "':> .~ 0-~ 0: '"-0 0 "-"- '"'"'D..-. ..-. ..-. 0 "'0 0 N ~ N N '-'- '-'"""""Cl ..-...-.N ' - '- '-0""""..-. Cl ~,. ..J ~ ..J e:i", ..J ..J > ..J D'l ..J "''"Cl ~,. U U U ~'" I:'. I:'. I:'. u z ~,. u u u ;2'" I:'. D'l D'l ~ ~ Cl JOB NUMBER: 314037.020 BUILDING13..DETAILED GRADINGAND DRAINAGEPLAN COPYRIGHT: Thesedrawings arean instrumentofserviceandarethe propertyofSBSA, Inc.Theymay notbeduplicated, disdosed, orreproduced withouttheexpressed written consentofSBSA, loc. Copyrights and infringements willbe enforcedandprosecuted. CALL 8-1-1 OR 1-800-922-1987 COLORADO LAW REQUIRES AT LEAST 3 DAYS NOTlFICATION FOR LOCATION OF UNDERGROUND UTlLlTIES BEFORE DIGGING. NORTH ~ GRAPHIC SCALE 5 0 ,.10 ~ I ! (INFEET) 1incho5fl LEGEND EXISTING VEGETATION EXISTING TREE EXISTING STORM LINE BENCHMARKLOCATION EXISTING LIGHTPOLE EXISTINGAlC UNIT EXISTINGABOVE GRADE DOWNSPOUT EXISTING CONCRETE EXISTING ELECTRICAL STRUCTURE CONSTRUCTION BENCHMARK: 1. SIDEWALKCONTROLJOINTLOCATED ATTHE NORTHWESTCORNEROF THE RETAINING WALL. ELEVATION =1000.00 CODE DATA: 2. ELEVATIONSARE RELATIVE ONLY, AND ARE NOT BASEDON ATOPOGRAPHIC LAND SURVEY. PROPOSED FINISHED GRADE SLOPE APPLICABLE CODES: ORIGINALCONSTRUCTION: ..2003 INTERNATIONAL BUILDING CODE REPAIR/REHABILITATION: -2012 INTERNATIONAL BUILDING CODE SCOPEOFWORK: ISOLATED GRADINGAND DRAINAGE REPAIR ON BUILDING 13. 15. FINISH GRADE ELEVATIONS SHOWN IN PLAN ARE MEASURED BELOW ROCK OR MULCH LANDSCAPE MEDIUM. 16. ALL EXISTING STORM INFRASTRUCTURE UTILIZED IN THE PLAN SHALL BE INSPECTED FOR DEFECTS PRIOR TO UTILIZATION. ALL DAMAGED OR DEFECTIVE CONSTRUCTION MATERIALS SHALL BE REPLACED. 17. IRRIGATION PLANS ARE NOT INCLUDED IN SBSA's SCOPE OF WORK. ALL IRRIGATION TO BE DESIGNEDAND INSTALLED BY CONTRACTOR. 19. THE CONTRACTOR IS REQUIRED TO PROVIDE ITEMIZED PRICING IN THE FORM OF UNIT COSTS FOR INDIVIDUALCONSTRUCTION MATERIALS UTILIZED FORTHIS PROJECT. 18. THE CONTRACTORSHALL PROVIDE ALLADDITIONAL SURVEY REQUIRED TO COMPLETEWORK. ALL ELEVATIONSARE RELATIVE. PROPOSED BOTTOM OF WALL SPOTELEVATION PROPOSED FINISHED GRADE SPOTELEVATION PROPOSED FLOWLINE SPOT ELEVATION PROPOSED MATCH EXISTING GROUND SPOT ELEVATION III ~ ~ ~ BM+ D e· @ EXISTING SANITARYCLEANOUT G EXISTING IRRIGATION CONTROL VALVE - 5280.0 .. EXISTING MAJORCONTOUR .. 5280.0" EXISTING MINOR CONTOUR - 5280.0 .. PROPOSED MAJORCONTOUR - 5280.0 .. PROPOSED MINOR CONTOUR .:=II PROPOSED STORM DRAIN · PROPOSED INLET ->->->- PROPOSED LANDCAPE SWALE 6lllliI LANDSCAPE AREATO BE REGRADED - --so- GRADING LABEL LEGEND 00.00 (BW) 00.00 (FG) 00.00 (FL) 00.00 (ME) 0.00% 14.3. CONTRACTORTO COORDINATEWITH ALL OTHER DISCIPLINES, INCLUDING BUT NOT LIMITED TO; THE LANDSCAPE PLANS (NOT INCLUDED IN THE CIVIL PLAN SET). LANDSCAPE PLANS TO BE COORDINATED BYTHE CONTRACTORAND DESIGN BUILD. 14.4. EXISTING TOPOGRAPHIC DATA IS BASED ON A RELATIVE ELEVATION DOCUMENTATION PERFORMED BY SBSAON OCTOBER 19, 2016. 14.2. CONTRACTOR MUST VERIFY ALL EXISTING CONDITIONS BEFORE BIDDING AND BRING UP ANY QUESTIONS BEFOREHAND, NOALLOWANCE WILL BE MADE FOR DISCREPANCIES OR OMISSIONS THATCAN BE EASILY OBSERVED. 14.1. ALL DIMENSIONS, GRADESAND UTILITY DESIGNS SHOWN ON THE PLANS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRACOMPENSATION SHALL BE PAIDTO THE CONTRACTOR FORWORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS, IF NOT VERIFIED AND NOTIFICATION OF CONFLICTS HAVE NOT BEEN BROUGHT TO THE ATIENTION OFTHE ENGINEER. 9. DISTURBANCE OF PROPERTY: THE CONTRACTOR SHALLTAKE REASONABLE MEASURETO PROTECT EXISTING IMPROVEMENTS FROM DAMAGE AND ALL SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATION SHALL BE REPAIRED OR RECONSTRUCTED TO THE ENGINEER/OWNER'S SATISFACTION AT THE EXPENSE OF THE CONTRACTOR. ANY AREAS DISTURBED BY THE CONSTRUCTION SHALL BE RESTORED TO THEIR FORMER CONDITION OR BETIERAS DETERMINED BYTHE COUNTY, ENGINEERAND OROWNER. 10. USE OF PRIVATE PROPERTY: THE CONTRACTOR SHALL NOT USE ANY PRIVATE PROPERTY TO PERFORM WORK ASSOCIATED WITH ANY PERMIT UNLESS THE CONTRACTOR HAS OBTAINED PRIOR WRITIEN PERMISSION FROMTHE OWNER OFTHATPRIVATE PROPERTY. 13. SEDIMENTAND EROSION CONTROL: THECONTRACTORSHALL BE RESPONSIBLE FOR ALL SEDIMENT AND EROSION CONTROL OF CONSTRUCTION DEBRIS PER EAGLE COUNTY STANDARDS. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING SITE STRUCTURES FROM DEBRIS RESULTING FROM CONSTRUCTION ACTIVITY. 14. COORDINATION AND VERIFICATION 11. UNSUITABLE SUBGRADE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ALL SOFT, YIELDING OR UNSUITABLE MATERIALS AND REPLACING WITH SUITABLE MATERIALS. 12. PROTECTION OF WORK ZONE: THE CONTRACTOR SHALL PROTECT ALL WORK AREAS AND FACILITIES FROM WATER AT ALL TIMES. AREAS AND FACILITIES SUBJECT TO FLOODING, REGARDLESS OF THE SOURCE OF WATER, SHALL BE PROMPTLY DE-WATERED AND RESTORED AT THE CONTRACTOR'S EXPENSE. PROPER BEST MANAGEMENT PRACTICES (BMPS) SHALL BE EMPLOYED TO ENSURETHE THATSITE IS PROTECTED AGAINSTEROSION. r f [D I I AC I I I I I I I I I I I I I 91.96(BW) 93.2l;1BW) ~ APPROX. 10'OF 6" CORRUGATED HDPE@ 12.0% INSTALL 12"NYLOPLAST INLINE DRAIN WI RECTANGULAR GRATE. CONNECTTO EXISTiNG VERTICAL 4" PVCWI TEE FITTING. SEE SHEETC2.00 FOR DETAILS. GRATE: 91.3 INV IN 6" HDPE: 69.7 SWALE LOCATED ABOVE STORM PIPE BUILDING 13 INSTALL24" NYLOPLAST DRAIN BASIN W/2X2 RECTANGULARGRATE. SEE SHEETC2.01 FOR DETAILS. GRATE: 95.5 INV IN 4" HDPE: 94.6 INVOUT 6" HDPE: 90.9 EXISTINGTEMPO 9" SQUARE CATCH BASIN TO REMAIN. RESET TO ENSURE GRATE ISAT FINISHED GRADE. 4" CORRUGATED HDPETO BECONNECTEDTO PROPOSED 24" DRAIN BASIN. GRATE: 95.8 INV OUT4" HDPE: 95.2 APPROX. 2' OF4'CORRUGATED HDPE@30.0% EXISTING TEMPO 9" SQUARE CATCH BASIN TO REMAIN. RESET TO ENSURE GRATE IS AT FINISHED GRADE. GRATE: 97.1 97.20 (FG) 97.20 (FG) SBSASITE REHABILITATION NOTES: 4. SAFETY: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, SECURITY AND SHALL MEETALL OSHAREQUIREMENTS. 2. PERMITS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND APPROVALS FROM ALLAPPLICABLE AGENCIES. 3. COORDINATION OF UTILITIES: THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE COUNTY, AND ALL UTILITY COMPANIES INVOLVED, WITH REGARD TO RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION, AND TO ENSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL PARTIES AFFECTED BY DISRUPTION OF ANY UTILITY SERVICE. THE CONTRACTOR IS RESPONSIBLE FOR THE RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION. 7. DIMENSIONING: THE DETAILS PROVIDED IN THESE PLANS ARE NOT TO SCALE. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DETAIL. IF PERTINENT DIMENSIONSARE NOTSHOWN, CONTACTTHE ENGINEER FORCLARIFICATION. 5. UNFORESEEN CIRCUMSTANCES: IF DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH VARY FROM THE SPECIFICATIONS, THE CONTRACTOR SHALL CONTACTTHE ENGINEER IMMEDIATELY. 6. CLEANING OF ROADWAYS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS CLEAN OFALL CONSTRUCTION DEBRISAND DIRTTRACKED FROM THE SITE. 8. SURVEY CONTROL MONUMENTS: THE CONTRACTOR IS REQUIRED TO FOLLOW COLORADO STATE LAW REGARDING SURVEY MONUMENTS. FOR COUNTY SURVEY MONUMENTS, THE CONTRACTOR SHALL RETAIN A SURVEYOR TO RESET ANY AFFECTED SURVEY MONUMENTS. FOR FURTHER INFORMATION, CONTACTTHECOUNTYSURVEYOR. 1. EXISTING UTILITIES: THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT AS SHOWN, THE LOCATIONS AND/OR ELEVATIONS OF EXISTING UTILITIESARE BASED ON ABOVE GROUND EVIDENCE ONLY. THESE LOCATIONS SHOULD BE CONSIDERED APPROXIMATE. THERE MAY BE ADDITIONAL UNDERGROUND UTILITIES NOT SHOWN IN THESES DRAWINGS. UNDERGROUND UTILITIES (GAS, ELECTRIC, COMMUNICATION, PHONE, AND CABLE) WERE MARKED ON THE SURFACE BY 1ST CALL LOCATING AND UTILITY SERVICES AND THESE LOCATIONS SHOULD BE CONSIDERED APPROXIMATE. THE INFORMATION IS NOTTO BE RELIED UPON AS BEING EXACTOR COMPLETE. THE CONTRACTOR MUST CALL COLORADO 811, THE UTILITIES NOTIFICATION CENTER OF COLORADO (UNCC), AND ANY LOCAL UTILITIES NOT IN THE UNCC SYSTEM, AT LEAST 48 HOURS BEFORE ANY EXCAVATION OR CONSTRUCTION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT CONNECTION POINTS AND AT POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE RESPONSIBILITY OFTHE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS. 98.07 (ME) \ "'", 4 , , '" · · 4 4 . ".0· , 4...8M 4 4 · .4 · -EXPECTED LIMITS OF EARTHWORK, MATCH EXISTING GRADE:1'I:J ----- " 4. PROVIDE FILL MATERIALCOMPACTED TO 95% MSHTOT99 DENSITY. 2. ELEVATIONS SHOWN ARE ATPIPE INVERTS UNLESS OTHERWISE SHOWN. 2. THE REMODELING, REHABILITATION, AND/OR MODIFICATIONS OF AN EXISTING STRUCTURE REQUIRES THAT CERTAIN ASSUMPTIONS BE MADE REGARDING EXISTING AND PRE-EXISTING CONDITIONS. BECAUSE SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT EXPENDING ADDITIONAL SUMS OF MONEY OR DESTROYING OTHERWISE ADEQUATE OR SERVICABLE PORTIONS OF THE BUILDING. THE CLIENT, BY THE ACCEPTANCE OF THE DRAWINGS AND DESIGN SPECIFICATIONS FOR THOSE PORTIONS OF SERVICES RENDERED, AGREES, TO THE FULLEST EXTENT PERMITIED BY LAW, TO INDEMNIFY AND HOLD THE ARCHITECT/ENGINEER HARMLESS FROM ANY CLAIM, LIABILITY OR COST (INCLUDING REASONABLE ATIORNEYS' FEES AND COST OF DEFENSE) FOR INJURY OR ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUTOF THE PROFESSIONAL SERVICES PROVIDED. EXCEPTING ONLY THOSE DAMAGES, LIABILITIES, OR COSTS ATIRIBUTABLE TO THE SOLE NEGLIGENCE OR WILLFUL MISCONDUCT OF THE ARCHITECT/ENGINEER. 4 · 3. ALL STANDARD STORM DRAIN STRUCTURES ARE SUBJECT TO MODIFICATION BY THE ENGINEER TO MEET FIELD REQUIREMENTS. 6. GRADING ADJACENT TO BUILDINGS SHALL BE AT A SLOPE AWAY FROM THE BUILDINGS OF l' IN 10' PERTHE GEOTECHNICAL REPORT. 5. PIPE LENGTHS INDICATEDARE SLOPE LENGTHS MEASUREDALONG THE CENTERLINE OF PIPE FROM INSIDE FACETO INSIDE FACE OF BOX. GRADINGAND DRAINAGE NOTES: GENERAL NOTES: 7. THE GROUND SURFACE SURROUNDING THE EXTERIOR OF BUILDINGS SHALL BE GRADED TO SLOPE AWAY FROM THE FOUNDATIONS IN ALL DIRECTIONS. 8. THE CONTRACTOR SHALL MAINTAIN EXISTING DRAINAGE CHANNELS AND APPURTENANCES DURING CONSTRUCTION AS NECESSARYTO PROTECT ROADS AND PROPERTY. 9. THE CONTRACTOR SHALL REMOVE ALL TOPSOILAND MAN PLACED FILL PRIORTO COMMENCEMENT OF CONSTRUCTION. 1. ALL WORK PERFORMED FORTHIS PROJECT INCLUDING STORM DRAINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH EAGLECOUNTYSTANDARDS. 1. THE SERVICES PROVIDED BY SBSA INVESTIGATION WERE LIMITED TO THE REVIEW AND EVALUATION OF SPECIFIC AREAS OR ITEMS WHICH WERE VISIBLE DURING OUR SITE VISITS OR AGREED UPON BY THE OWNER. OUR RECOMMENDATIONS ARE BASED ON PROBLEMS WHICH ARE EVIDENT AT THE PRESENT TIME. NO ASSURANCES CAN BE MADE THAT THE PROPERTY WILL NOT SUSTAIN FURTHER DAMAGEAFTER ANY REPAIRS ARE PROVIDED. s I 3 I ~ § ; "'..-.. R -:': :<L- ....L ----I 05/04/17