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Home My WebLink AboutB17-0129_C1.00_1493919960.pdf 10.1 iv OFf 4k:14110 IP Z' 4. # P 13406 eP, NORTH Oa a 7 ArIn 11(3556 LEGENDdt efo+ BENCHMARK LOCATION S B E 1 EXISTING CONCRETE GRAPHIC SCALE GEXISTING VEGETATION 5 0 25 5 10 :_ EXISTING TREE = SA =--- - __w - EXISTING STORM LINE (IN FEET) O EXISTING SANITARY CLEANOUT 1 Solutions Before - I EXISTING IRRIGATION CONTROL VALVE Solutions After ❑E EXISTING ELECTRICAL STRUCTURE 5926 McIntyre Street LI• Golden,CO80403 B U I I....D INI`J�^ 1 ^ VEXISTING LIGHT POLE {J AC EXISTING NC UNIT Ph:(303)425-7272 Fax: (720)345-0250 ®' EXISTING ABOVE GRADE DOWNSPOUT COPYRIGHT: EXISTING MAJOR CONTOUR These drawings are an instrument of service and are the "' -5280.0property of SBSA,Inc.They may not be duplicated, disclosed,or reproduced without the expressed written -5280.0- EXISTING MINOR CONTOUR consent of SB5A,Inc.Copyrights and infringements will be 97.20(FG) enforced and prosecuted. EXISTING TEMPO 9"SQUARE CATCH BASIN TO REMAIN. -5280.0- PROPOSED MAJOR CONTOUR 97.20(FG) RESET TO ENSURE GRATE IS AT FINISHED GRADE. - - GRATE:97.1 5280 0 PROPOSED MINOR CONTOUR 97.20(FG) 97.24(FG) PROPOSED STORM DRAIN 111PROPOSED INLET 1" ->->->- PROPOSED LANDCAPE SWALE e !98.07(ME) EXISTING TEMPO 9"SQUARE CATCH BASIN TO REMAIN.RESET TO ENSURE GRATE 15 AT FINISHED GRADE. ElLANDSCAPE AREA TO BE REGRADED z 4"CORRUGATED HDPETO BE CONNECTED TO PROPOSED 24"DRAIN BASIN.° GRATE:95.9 44 .47.41 {FG) r.;;-;;;;.,' 9fi.30(FL) INV OUT 4"HDPE:95.2 ° . °4 4 - i'r:*:'':.:: INSTALL 12"NYLOPLAST INLINE DRAIN w .':' WIRECTANGULAR GRATE. GRADING LABEL LEGEND Q ° ° a aCONNECT TO EXISTING VERTICAL 4"PVC WI TEE FITTING. °4 I SEE SHEET 02.40 FOR DETAILS. ALL ELEVATIONS ARE RELATIVE. w A Q 1, 18.2% GRATE:91.3 e �� rr 4 4 /..•' 39.)` r °�o INV IN 6"HDPE:89.7 00.00(BW) PROPOSED BOTTOM OF WALL SPOT ELEVATION t- ! I �f v Ei N '- 4. EXPECTED LIMITS OF EARTHWORK, _. rn '� 95.71 (FG) 00.00(FG) PROPOSED FINISHED GRADE SPOT ELEVATION ] MATCH EXISTING GRADE :.. �. fI �» O --� 95 78(FG) = I 00.00(FL) PROPOSED FLOW LINE SPOT ELEVATION 1 I ee _ ' 0 95.60(FL) APPROX.2'OF 4"CORRUGATED I O z w° a a4 a U GRADEBREAK j �s �j/ HOPE @ 30.4% I 00.00(ME) PROPOSED MATCH EXISTING GROUND SPOT ELEVATION ( 92.95(FG) 91.81 (FG) I Ac I A !'C 0 1 I 0.00% PROPOSED FINISHED GRADE SLOPE a ° a ° co � ' .E.:�.p 30.01° , 95.49(FL) --t L14 orN N N .:43:•:,:..' f r I N a ° o 999 �a ►2 0 3g o 0 1 I o .yam f I Qo o °° • ' A o 95.53(FL) �a" rn �� o` i:.:�n, �6 I°. 91.68(FG) - - I \ • j.CP 0) - ,. - CONSTRUCTION BENCHMARK: ° e ° L�. 95.49(FL) 77/1== " =.77. -va- • 4 \ 1°I ° ) Tom ' . �" 1. SIDEWALK CONTROL JOINT LOCATED AT THE - co a 33 °,,, 36 91.31 (FL �� NORTHWEST CORNER OF THE RETAINING WALL. a , a a 96.71 (FG) 4q .six ::. ..._: 4_ w= :3s.N- ELEVATION = 1000.00 a a ° d BM -� a` �_ ` 2. ELEVATIONS ARE RELATIVE ONLY,AND ARE NOT ,U_ 4 95.44(BW) 93.26(BW) 91.96(BW) BASED ON A TOPOGRAPHIC LAND SURVEY. z ° •8.53(ME) 4 ,'X96.21 (BW) . ° • a , ._ ° a ° ` ..,, APPROX. 10'OF 6"CORRUGATED U U U HDPE @ 12.0% = 4 W, a. 4a a n d e a 5 CODE DATA: 4a • 4 SWALE LOCATED ABOVE STORM PIPE ° ° INSTALL 24"NYLOPLAST DRAIN BASIN APPLICABLE CODES: WI 2X2 RECTANGULAR GRATE. ORIGINAL CONSTRUCTION: SEE SHEET C2.01 FOR DETAILS. -2003 INTERNATIONAL BUILDING CODE X GRATE:95.5 REPAIR/REHABILITATION: INV IN 4"HDPE:94.6 INV OUT 6"HOPE:90.9 -2012 INTERNATIONAL BUILDING CODE i F--� wry C1 X H < � n PI Q GENERAL NOTES: 15. FINISH GRADE ELEVATIONS SHOWN IN PLAN ARE MEASURED BELOW ROCK OR MULCH LANDSCAPE LJ SBSA SITE REHABILITATION NOTES: 9. DISTURBANCE OF PROPERTY: THE CONTRACTOR SHALL TAKE REASONABLE MEASURE TO PROTECT MEDIUM. r �, w 1. THE SERVICES PROVIDED BY SBSA INVESTIGATION WERE LIMITED TO THE REVIEW AND EXISTING IMPROVEMENTS FROM DAMAGE AND ALL SUCH IMPROVEMENTS DAMAGED BY THE v I-I EVALUATION OF SPECIFIC AREAS OR ITEMS WHICH WERE VISIBLE DURING OUR SITE VISITS OR 1. EXISTING UTILITIES: THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT A5 SHOWN, THE CONTRACTOR'S OPERATION SHALL BE REPAIRED OR RECONSTRUCTED TO THE 16. ALL EXISTING STORM INFRASTRUCTURE UTILIZED IN THE PLAN SHALL BE INSPECTED FOR DEFECTS AGREED UPON BY THE OWNER. OUR RECOMMENDATIONS ARE BASED ON PROBLEMS WHICH ARE LOCATIONS AND/OR ELEVATIONS OF EXISTING UTILITIES ARE BASED ON ABOVE GROUND EVIDENCE ENGINEER/OWNER'S SATISFACTION AT THE EXPENSE OF THE CONTRACTOR. ANY AREAS PRIOR TO UTILIZATION. ALL DAMAGED OR DEFECTIVE CONSTRUCTION MATERIALS SHALL BE ® < CD EVIDENT AT THE PRESENT TIME. NO ASSURANCES CAN BE MADE THAT THE PROPERTY WILL NOT ONLY. THESE LOCATIONS SHOULD BE CONSIDERED APPROXIMATE. THERE MAY BE ADDITIONAL DISTURBED BY THE CONSTRUCTION SHALL BE RESTORED TO THEIR FORMER CONDITION OR REPLACED. ® �1 Z SUSTAIN FURTHER DAMAGE AFTER ANY REPAIRS ARE PROVIDED. BETTER AS DETERMINED BY THE COUNTY, ENGINEER AND OR OWNER. 1-� UNDERGROUND UTILITIES NOT SHOWN IN THESES DRAWINGS. UNDERGROUND UTILITIES (GAS, I-J < Q 2. THE REMODELING, REHABILITATION, AND/OR MODIFICATIONS OF AN EXISTING STRUCTURE ELECTRIC, COMMUNICATION, PHONE, AND CABLE) WERE MARKED ON THE SURFACE BY 1ST CALL 17. IRRIGATION PLANS ARE NOT INCLUDED IN SBSA's SCOPE OF WORK. ALL IRRIGATION TO BE w O < REQUIRES THAT CERTAIN ASSUMPTIONS BE MADE REGARDING EXISTING AND PRE-EXISTING LOCATING AND UTILITY SERVICES AND THESE LOCATIONS SHOULD BE CONSIDERED APPROXIMATE. 10. USE OF PRIVATE PROPERTY: THE CONTRACTOR SHALL NOT USE ANY PRIVATE PROPERTY TO DESIGNED AND INSTALLED BY CONTRACTOR. CONDITIONS. BECAUSE SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR PERFORM WORK ASSOCIATED WITH ANY PERMIT UNLESS THE CONTRACTOR HAS OBTAINED PRIOR U Q Q.) MUST CALL COLORADO 811, THE UTILITIES NOTIFICATION CENTER OF COLORADO (UNCC), AND ANY WRITTEN PERMISSION FROM THE OWNER OF THAT PRIVATE PROPERTY. 18. THE CONTRACTOR SHALL PROVIDE ALL ADDITIONAL SURVEY REQUIRED TO COMPLETE WORK. H Lo EXPENDING ADDITIONAL SUMS OF MONEY OR DESTROYING OTHERWISE ADEQUATE OR LOCAL UTILITIES NOT IN THE UNCC SYSTEM, AT LEAST 48 HOURS BEFORE ANY EXCAVATION OR Z Q Ch SERVICABLE PORTIONS OF THE BUILDING. THE CLIENT, BY THE ACCEPTANCE OF THE DRAWINGS H 1- < W N CONSTRUCTION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. PRIOR TO 11. UNSUITABLE SUBGRADE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND �"� 1--1 AND DESIGN SPECIFICATIONS FOR THOSE PORTIONS OF SERVICES RENDERED, AGREES, TO THE CONSTRUCTION, THE CONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS, 19. THE CONTRACTOR IS REQUIRED TO PROVIDE ITEMIZED PRICING IN THE FORM OF UNIT COSTS FOR ,.-, REPLACING ALL SOFT, YIELDING OR UNSUITABLE MATERIALS AND REPLACING WITH SUITABLE N FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND HOLD THE ARCHITECT/ENGINEER INDIVIDUAL CONSTRUCTION MATERIALS UTILIZED FOR THIS PROJECT. ESPECIALLY AT CONNECTION POINTS AND AT POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE MATERIALS. HARMLESS FROM ANY CLAIM, LIABILITY OR COST (INCLUDING REASONABLE ATTORNEYS' FEES AND H > H RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH COST OF DEFENSE) FOR INJURY OR ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE H W THE PROPOSED IMPROVEMENTS. SCOPE OF WORK: PROFESSIONAL SERVICES PROVIDED. EXCEPTING ONLY THOSE DAMAGES, LIABILITIES, OR COSTS 12. PROTECTION OF WORK ZONE: THE CONTRACTOR SHALL PROTECT ALL WORK AREAS AND - - w `� Q z ATTRIBUTABLE TO THE SOLE NEGLIGENCE OR WILLFUL MISCONDUCT OF THE FACILITIES FROM WATER AT ALL TIMES. AREAS AND FACILITIES SUBJECT TO FLOODING, I- �'�+ " ARCHITECT/ENGINEER. 2. PERMITS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS REGARDLESS OF THE SOURCE OF WATER, SHALL BE PROMPTLY DE-WATERED AND RESTORED AT ISOLATED GRADING AND DRAINAGE REPAIR ON BUILDING 13. C� rn AND APPROVALS FROM ALL APPLICABLE AGENCIES. THE CONTRACTOR'S EXPENSE. PROPER BEST MANAGEMENT PRACTICES (BMPS) SHALL BE L.7 GRADING AND DRAINAGE NOTES: EMPLOYED TO ENSURE THE THAT SITE IS PROTECTED AGAINST EROSION. 3. COORDINATION OF UTILITIES: THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE rr ] CD 1. ALL WORK PERFORMED FOR THIS PROJECT INCLUDING STORM DRAINS SHALL BE CONSTRUCTED IN COUNTY, AND ALL UTILITY COMPANIES INVOLVED, WITH REGARD TO RELOCATIONS OR 13. SEDIMENT AND EROSION CONTROL: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SEDIMENT �•J Q p ACCORDANCE WITH EAGLE COUNTY STANDARDS. ADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION, AND TO ENSURE THAT THE WORK AND EROSION CONTROL OF CONSTRUCTION pEBRIS PER EAGLE COUNTY STANDARDS. '-J ¢ IS ACCOMPLISHED IN A TIMELY FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING SITE STRUCTURES O 2. ELEVATIONS SHOWN ARE AT PIPE INVERTS UNLESS OTHERWISE SHOWN. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL PARTIES AFFECTED BY DISRUPTION FROM DEBRIS RESULTING FROM CONSTRUCTION ACTIVITY. = OF ANY UTILITY SERVICE. THE CONTRACTOR IS RESPONSIBLE FOR THE RELOCATIONS OR w 3. ALL STANDARD STORM DRAIN STRUCTURES ARE SUBJECT TO MODIFICATION BY THE ENGINEER TO ADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION. 14. COORDINATION AND VERIFICATION MEET FIELD REQUIREMENTS. a 4. SAFETY: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, w f--. 14.1. ALL DIMENSIONS, GRADES AND UTILITY DESIGNS SHOWN ON THE PLANS SHALL BE VERIFIED BY R� O 4. PROVIDE FILL MATERIAL COMPACTED TO 95% AASHTO T99 DENSITY. BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, SECURITY AND �"' �� •rt �, �1 i THE CONTRACTOR PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY ENGINEER OF P ••• 1 ,,- SHALL MEET ALL OSHA REQUIREMENTS. .R •• ANY DISCREPANCIES PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR � ��• . ,.FRa ;�;A. �L 5. PIPE LENGTHS INDICATED ARE SLOPE LENGTHS MEASURED ALONG THE CENTERLINE OF PIPE FROM GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK 0 �� "' w 5. UNFORESEEN CIRCUMSTANCES: IF DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE 0 '' d 'o•:� �• INSIDE FACE TO INSIDE FACE OF BOX. • • - 1 ENCOUNTERED WHICH VARY FROM THE SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE PLANS, IF NOT VERIFIED AND NOTIFICATION OF CONFLICTS HAVE NOT BEEN BROUGHT TO THE %