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Plans (50) S1T2016-00013 2 of 2 • oGIN , ....„,•�D PROF�s GENERAL NOTES DEMOLITION , GRADING AND PAVING NOTES I , I., 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND DISPOSAL OF EXISTING A.C., 1 ,-�+, , ABBREVIATIONS 1. THE CONTRACTOR SHALL COORDINATE PROJECT START-UP AND ALL WORK WITH THE OWNER. CURBS, SIDEWALKS AND OTHER SITE ELEMENTS WITHIN THE SITE AREA. ALL LANDSCAPING, CURBS \ G ' AND SIDEWALKS SHALL BE REPLACED TO THEIR ORIGINAL CONDITION OR BETTER. ,6cp . . 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE APPLICABLE REGULATIONS, SPECIFICATIONS, z AC ASPHALT CONCRETE PC POINT OF CURVATURE CODES AND REQUIREMENTS, OF NE GOVERNING JURISDICTION, UNIFORM PLUMBING CODE, 2. EXCEPT FOR MATERIALS INDICATED TO BE STOCKPILED OR TO REMAIN ON OWNER'S PROPERTY, GAF R. SPF ACP ASBESTOS CEMENT PIPE PCC POINT OF COMPOUND CURVATURE INTERNATIONAL FIRE CODE, AND INTERNATIONAL BUILDING CODE. APPLICABLE CODES SHALL BE AS CLEARED MATERIAL SHALL BECOME THE CONTRACTOR'S PROPERTY, REMOVED FROM THE SITE, AND VALID THROUGH 12-31-16 AB AGGREGATE BASE PI POINT OF INTERSECTION MODIFIED BY THE STATE OF OREGON AS ISSUED BY APPROPRIATE AUTHORITY. DISPOSED OF PROPERLY. BCR BEGIN CURB RETURN BM BENCH MARK PROPERTY LINE PRC POINT OF REVERSE CURVATURE 3. THE CONTRACTOR SHALL REVIEW THE GEOTECHNICAL REPORT PREPARED BY GEODESIGN, INC BVC BEGIN VERTICAL CURVE PT POINT OF TANGENCY DATED MAY 19, 2016 FOR THE SUBSURFACE AND SOIL CONDITIONS OF THIS PROJECT. ALL 3. CONTRACTOR SHALL REPLACE AND RESTORE AREAS NOT IDENTIFIED FOR CONSTRUCTION TO THEIR ORIGINAL CONDITION OR BETTER AND TO THE APPROVAL OF THE OWNER'S REPRESENTATIVE. CIC CAST IRON PIPE H' CJ CONTROL JOINT PVC POLY-VINYL CHLORIDE RECOMMENDATIONS MADE IN THE REPORT SHALL BE CONSIDERED FINAL UNLESS REVISED BY THE r.,' R RADIUS GEOTECHNICAL ENGINEER. 4. CONCRETE SIDEWALKS SHOWN FOR DEMOLITION SHALL BE REMOVED TO THE NEAREST EXISTING r% CL CLASS RCP REINFORCED CONCRETE PIPE CENTERLINE CONSTRUCTION JOINT. R/W RIGHT-OF-WAY 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, FEES, AND PROJECT COSTS TO f CMP CORRUGATED METAL PIPE S SEWER CONSTRUCT AND INSTALL ALL IMPROVEMENTS DEPICTED ON THESE DRAWINGS. CMU CONCRETE MASONARY UNIT SD STORM DRAIN 5. SAWCUT STRAIGHT MATCHLINES TO CREATE A BUTT JOINT BETWEEN EXISTING PAVEMENT AND CO CLEANOUT SL SEWER LATERAL 5. ALL PUBLIC IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE NEW PAVEMENT. RECEIVED tCTV CABLE TELEVISION STA STATION GOVERNING AGENCY'S CONSTRUCTION SPECIFICATIONS AND DETAILS. J i DI DROP INLET STD. DTL. STANDARD DETAIL 6. ACTUAL LINES AND GRADES SHALL OF EXCAVATION SHALL BE STAKED BY QUALIFIED SURVEYOR, AUG 3 0 2016 DIP DUCTILE IRON PIPE T TELEPHONE BASED ON DIMENSIONS AND BEARING AS SHOWN ON THE PLANS. CONTRACTOR SHALL RETAIN A E ELECTRICAL 6. THE CONTRACTOR SHALL PROVIDE ALL WORK ILLUSTRATED ON THE DRAWINGS INCLUDING ALL SURVEYOR IN THE STATE OF OREGON. TB THRUST BLOCK INCIDENTAL WORK CONSIDERED NECESSARY TO COMPLETE THE PROJECT IN A MANNER ACCEPTABLE CITY O ti'�, 9fl ECR END CURB RETURN TC TOP OF CURBTO THE OWNER. 3UILDING DIVISION EJ EXPANSION JOINT 7. SLOPE AT HANDICAP SPACES SHALL NOT EXCEED 2 PERCENT IN ALL DIRECTIONS. EL ELEVATION TCN TOP OF CONCRETE TD TOP OF DIKE 7. THE CONTRACTOR SHALL KEEP AN APPROVED SET OF DRAWINGS, WITH ALL APPROVED EVC END VERTICAL CURVE8. CONTRACTOR SHALL INSTALL TREE PROTECTION FENCING AS INDICATED ON DRAWINGS. PARKING EX EXISTING TF TOP OF FOOTING REVISIONS, ON THE PROJECT SITE AT ALL TIMES. ANY CHANGES SHALL BE DESIGNED BY THE OF VEHICLES UNDER TREES SHALL BE PROHIBITED. .. TG TOP OF GRATE FF FINISH FLOOR TI TRAFFIC INDEX ENGINEER OF RECORD AND SUBMITTED TO THE APPROPRIATE JURISDICTION AND OWNER FOR FG FINISH GRADE TL TRAFFIC LIGHT APPROVAL PRIOR TO COMMENCING THE WORK. 9. BRING ALL GRADES TO APPROXIMATE LEVELS INDICATED ON DRAWINGS. FH FIRE HYDRANT TP TOP OF PAVEMENT FL FLOWLINE 8. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING UTILITIES ON THIS SITE NOT TYP. TYPICAL o FLG FLANGE INDICATED FOR REMOVAL, ADJUSTMENT, OR MODIFICATION. ANY DAMAGE TO EXISTING UTILITIES, G GAS TW TOP OF WALL WHETHER SHOWN OR NOT ON THESE DRAWINGS, SHALL BE REPAIRED REPLACED AT THE 1- GM GAS METER VCP VITRIFIED CLAY PIPE / GB GRADE BREAK VPI VERTICAL POINT OF INTERSECTION WM WATER METER _CONTRACTOR'S EXPENSE, ALL SUCH WORK SHALL BE MADE IN-KIND TO THE SATISFACTION OF THE z Q GSP GALVANIZED STEEL PIPE 6 HP HIGH POINTll 9. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES AND AGENCIES IN WV WATER VALVE m Li `: L CURVE LENGTH A DELTA (CURVE CENTRAL ANGLE) ACCORDANCE WITH THE APPLICABLE LOCAL, STATE AND FEDERAL LAWS AND REGULATIONS WITHIN 1. MATERIALS SHALL BE NEW. THE USE OF MANUFACTURER'S NAMES, MODELS, AND NUMBERS IS 0 < N ; LF LINEAL FEET INTENDED TO ESTABLISH STYLE, QUALITY, APPEARANCE, AND USEFULNESS. PROPOSED c� o f APPROXIMATELY THE PROJECT AREA. SUCH NOTIFICATION SHALL BE MADE NO LESS THAN 48 HOURS PRIOR TO MH MANHOLE SUBSTITUTIONS WILL REQUIRE WRITTEN APPROVAL FROM CITY ENGINEER OR ENGINEER OF RECORD z Z ci' MJ MECHANICAL JOINT % PERCENT COMMENCING PROJECT WORK. PRIOR TO INSTALLATION. CD 10 0 il E N.I.C. NOT INCLUDED IN CONTRACT LESS THAN N z w > GREATER THAN 10. THE CONTRACTOR SHALL EXPOSE AND VERIFY BOTH HORIZONTAL AND VERTICAL LOCATION OF ■ s 'i' E OCEW ON CENTER EACH WAY 2. ALL ON-SITE WATER, STORM AND SANITARY SEWER PIPE MATERIALS AND FITTINGS SHALL o 1 0 c EXISTING UTILITIES. THE CONTRACTOR SHALL CONNECT AND/OR MATCH EXISTING UTILITIES AND CONFORM TO THE OREGON STATE PLUMBING SPECIALTY CODE, LATEST EDITION. E Q o WITH THE INTENT OF THESE PLANS TO PROVIDE is , ,^•.,:,;y �frnae:�xr�,�H,>H .. r. y y'ss, f, _ w 2� Q . �,u, PROPOSED IMPROVEMENTSIN CONFORMANCE h..:. .:.. ..:. .....:.......:.. ».'. ,; :sem ' , a<_"n~:" ":::max . � <;:.:..:. . :,,:.� ... .,:.:»-.>..:.... .- : A COMPLETE AND OPERATIONAL SYSTEMS. 3. ON-SITE WATER MAINS SHALL BE DUCTILE IRON PIPE, CLASS 52, CEMENT LINED CONFORMING O N 3 11. WHEN REQUIRED BY THESE PLANS, OR WHERE DEEMED NECESSARY BY THE LOCAL JURISDICTION TO AWWA C151 UNLESS NOTED OTHERWISE IN THE PLANS. FITTINGS SHALL BE RESTRAINED WITH 1 a a 3 • AND UTILITY COMPANY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE MECHANICAL JOINTS. RELOCATION, ADJUSTMENT, OR REMOVAL OF EXISTING OVERHEAD OR BURIED UTILITIES. 4. STORM AND SANITARY SEWER PIPE WITH 3-FEET OR MORE OF COVER SHALL BE PVC CONFORMING TO ASTM D3034 SDR 35. STORM AND SANITARY SEWER PIPE WITH LESS THAN LESS <% StorQuest 12. ANY ALTERATION OR VARIANCE FROM THESE PLANS, EXCEPT MINOR FIELD ADJUSTMENTS THAN 3-FEET OF COVER SHALL BE PVC CONFORMING TO AWWA C900 OR AS INDICATED ON THE F2 >< SELF S'I OR AGE '> THIS DESIGN COMPLIES WITH ORS 92.044 (7) IN THAT NO UTILITY INFRASTRUCTURE IS NEEDED TO MEET EXISTING FIELD CONDITIONS, SHALL FIRST BE APPROVED BY THE ENGINEER OF DRAWINGS. CONTRACTOR SHALL PROVIDE FITTINGS AND TRANSITION COUPLINGS COMPATIBLE WITH DESIGNED TO BE WITHIN ONE (1) FOOT OF A SURVEY MONUMENT LOCATION SHOWN ON RECORD, OWNER, AND LOCAL JURISDICTION. ALL SUCH CHANGES SHALL BE SO NOTED BY THE NEW AND EXISTING SEWER PIPE AS NECESSARY. A SUBDIVISION OR PARTITION PLAT. NO DESIGN EXCEPTIONS NOR FINAL FIELD LOCATION CONTRACTOR ON THE DRAWINGS FOR FUTURE AS-BUILT RECORD DRAWINGS. CHANGES SHALL BE PERMITTED IF THAT CHANGE WOULD CAUSE ANY UTILITY 5. CATCH BASINS SHALL BE MANUFACTURED BY THE LYNCH CO., INC. OR APPROVED EQUAL. _J 11 INFRASTRUCTURE TO BE PLACED WITHIN THE PROHIBITED AREA. 13. ANY FIELD OBSERVATION BY THE ENGINEER, ARCHITECT, OWNER'S REPRESENTATIVE OR LOCALC9 r.i. SHALL NOT RELIEVECONTRACTOR : , .:,»»».,, :.:,.::.:::.--u.::.:;'.:.,-;.:::::.::::. »,,,,, :....,..,,,.:.,..:..:::.:..,.... ..a.---:,.,»..».. .. . ::»».....:.::---y.. : . ,., ...,;,..::....:.:.:,. ...:..:::.,, ....: ,.::»»:,,,,:.y,-,:»».»,..., .: :•:::.. JURISDICTION THE C FROM ANY OBLIGATION TO PERFORM THE ,, ... ,.:.<...:::».,»:. :..::::::::», ,,.»,i,!r»,. ...»,,..... ,. , . r, »., t »,..:.: . .,: ,.:..:.: � ..._:,..<::, ,:.., � r,, „ : ; 7:n , » ,. WORK IN STRICT COMPLIANCE WITH THE APPLICABLE CODES AND AGENCY REQUIREMENTS. 0 14. THE CONTRACTOR SHALL INSTALL EROSION CONTROL DEVICES IN ACCORDANCE WITH THE Q APPROVED PLANS AND IN ACCORDANCE WIN LOCAL JURISDICTION. ALL SUCH MATERIALS SHALL UTILITY NOTES O LL BE IN PLACE PRIOR TO ANY GRADING OR CLEARING ACTIVITIES ON THE PROJECT SITE. LL __ 15. EROSION CONTROL MEASURES ON THESE DRAWINGS ARE THE MINIMUM REQUIREMENTS. THE 1. TRENCH BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE PIPE BEDDING AND BACKFILL r W - BENCHMARK CONTRACTOR SHALL PROVIDE ALL MATERIAL, EQUIPMENT, AND LABOR NECESSARY TO INSTALL ANDN DETAIL AND AS REQUIRED IN THE SOILS REPORT. (1)J �' MAINTAIN SUCH EROSIOCONTROL MEASURES. ANY DAMAGE CAUSED BY FAILURE OF THE 1 . V £` CONTRACTOR TO IMPLEMENT, MAINTAIN, OR MODIFY SUCH EROSION CONTROL MEASURES, SHALL BE 2. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLE LIDS, VALVE BOXES, ETC. TO GRADE. 1 BENCHMARK: 5/8" IRON ROD WITH YELLOW PLASTIC CAP, STATION DESIGNATIONLL GC_022-051. CORRECTED AT NE EXPENSE OF THE CONTRACTOR. NE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS KEEPING THEM CLEAN AND FREE OF CONSTRUCTION MATERIALS AND 3. CONTRACTOR SHALL ADJUST ALL EXISTING OR NEW FLEXIBLE UTILITIES (WATER, GAS, TV, ,J115 ELEVATION: 180.32 FEET (NGVD 29) DEBRIS AND PROVIDING NECESSARY DUST CONTROL WHERE REQUIRED. TELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTILITIES (STORM I ' I ILL. DRAIN, SANITARY SEWER, ETC.) IF CONFLICT OCCURS. W `i 16. ALL OPEN CUTTING OF EXISTING STREETS SHALL BE PATCHED WITH ASPHALT CONCRETE EITHER O '':'f....:. .....:.:.:::'::M::i::i::i':»<<:....":::.:.::.:<.::...>:•.:'<>.';.;:;;>:;::.iFsi...,r... .., r.>::.(:::::i.,y:w:,.:::ri,'::.'<>:y,;>::. ::....<» ,,.,N.<....:,<..»,;».;;<i:£53:<i«ii::.:i^»:'/.'.:.'.:;,:::,.:;:,.;:jy..rJ=>rii::i::iY.lit£;::I?:>.>.a.::u.:»%4.:;,:::':.,:<.r.:;:.:i:>::ii'..:. .f TEMPORARY COLD MIX OR HOT MIX, AT THE END OF EACH WORK DAY. EXCEPTIONS TO THIS SHALL 4. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR GAS, ELECTRICAL, ONLY BE ALLOWED BY THE JURISDICTION, OR BY AGENCY PERMIT. IF ALLOWED BY THE POWER AND TELEPHONE SERVICE. I JURISDICTION, THE CONTRACTOR MAY PLACE STEEL PLATES OVER TRENCHES ALONG WITH - APPROPRIATE SIGNAGE TO WARN THE MOTORING PUBLIC IN ADVANCE. STEEL PLATES MAY ONLY BE 5. CONNECTIONS TO EXISTING UTILITIES SHALL CONFORM TO THE OREGON STANDARD (/) 1 >- USED ON A TEMPORARY BASIS AS APPROVED BY THE JURISDICTION. SPECIFICATIONS FOR CONSTRUCTION, LATEST EDITION. "' LI' 17. DEMOLITION WORK SHALL INCLUDE REMOVAL, AND PROPER DISPOSAL, OF ALL MATERIALS 6. BEGIN LAYING STORM DRAIN AND SANITARY SEWER PIPE AT THE LOW POINT OF THE SYSTEM, % J 0 N 0 EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF WITHIN THE PROJECT AREA AS SHOWN ON THE PROJECT DRAWINGS. THE CONTRACTOR SHALL TRUE TO GRADE AND ALIGNMENT INDICATED WITH UNBROKEN CONTINUITY OF INVERT. _ a) COMPLY WITH ALL REQUIREMENTS OF THE GEOTECHNICAL INVESTIGATION REPORT, OR THE PROJECT 0 z AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE SPECIFICATIONS. ANY PERMIT REQUIREMENTS FOR SUCH WORK SHALL BE THE RESPONSIBILITY OF 7. ALL WATER AND FIRE PROTECTION PIPE SHALL HAVE A MINIMUM 36-INCH COVER TO THE FINISH 0 O :i CONTRACTOR IS REQUIRED TO VERIFY AND TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE THE CONTRACTOR. GRADE. V♦ U (9 DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES C'�/ 3 w SHOWN OR NOT SHOWN ON THESE DRAWINGS. 11.�.•�� o_ 18. THE CONTRACTOR SHALL COMPLY WITH ALL TEMPORARY TRAFFIC CONTROL MEASURES AS 8. ALL WATER LINES SHALL BE THOROUGHLY FLUSHED, CHLORINATED AND TESTED IN ACCORDANCE O THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE REQUIRED BY THE JURISDICTION. SUCH MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE WITH THE OREGON STATE HEALTH DEPARTMENT PRIOR TO ANY METER CONNECTION. Q co p COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), AND AS MODIFIED BY THE GOVERNING W o AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE JURISDICTION. 9. SUBGRADE AND TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM Q REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, DRY DENSITY AS DETERMINED BY AASHTO T-180. FLOODING OR JETTING THE BACKFILLED V, Z H ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 19. THE CONTRACTOR SHALL ACCOMMODATE AND COORDINATE THE CONSTRUCTION ACTIVITIES OF TRENCHES WITH WATER IS NOT PERMITTED. OTHER CONTRACTORS, OPERATIONS OF THE OWNER, AND OTHER PUBLIC AND PRIVATE AGENCIES I. CONTRACTOR SHALL VERIFY ALL CONDITIONS, DEPTHS , LOCATIONS AND DIMENSIONS OF EXISTING UTILITIES AND SHALL REPORT ALL OR UTILITIES. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE 10. PROVIDE CLEANOUTS AS REQUIRED BY THE OREGON PLUMBING SPECIALTY CODE, LATEST REVISIONS '€ DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. CONTRACTOR OR HIS CREW. ALL O.S.H.A. REGULATIONS SHALL BE STRICTLY ADHERED TO IN THE EDITION. IN-LINE CLEANOUTS SHALL BE A MINIMUM 6" IN SIZE. PERFORMANCE OF THE WORK. NO. DATE BY ..,y..:,''r : », ..-'» '+�+»„:;,w . ».:, ». .. l.'1::..:'r ' r.;''';''4'; 'dou: .....;/;^.;;.-z''•': k,:'';r,';»'4 ..,., ./,..,,,..,....»»»»» :.d .� :.`.''.11....,,.»,.l ;� .:,>. , ..:,,,:. ; �: „ri �., 11. ALL ROOF DRAIN AND CATCH BASIN LEADERS SHALL HAVE A MINIMUM SLOPE OF 2 PERCENT » „l. „5 ...... ......,....:r. .. ..../�i.,...r....r... .. N .......:.:....,.. .. .�: .. .:..............: ::.........�.. .<..:... ..:.....;:-.Z.- ..,... , 5, .<'..:....... ....,..... :. ..,.,............ .. ,f�,..... ?rUT..�j,:f....... :.f2<�'4J .. 20. NE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL ENVIRONMENTAL UNLESS OTED OTHERWISE ON THE DRAWINGS. PROTECTION REGULATIONS AND SHALL OBTAIN ANY REQUIRED PERMITS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR 12. ALL WATER MAIN AND SANITARY SEWER CROSSINGS SHALL CONFORM TO THE OREGON STATE DURING CONSTRUCTION AND SHALL PROVIDE FOR WATER SPRINKLING OR OTHER ADEQUATE MEANS HEALTH DEPARTMENT REGULATIONS, CHAPTER 333. City of Tigard Erosion Control 3 OF CONTROL. To Schedule Inspections: a o 21. THE LOCATION OF EXISTING. UNDERGROUND UTILITIES SHOWN ON NE PLANS IS FOR Call (503)639-4175 inspection: � Q INFORMATION ONLY AND IS NOT GUARANTEED TO BE COMPLETE OR ACCURATE. CONTRACTOR Initialrior insfootinp coon:inspectiole\ in SHALL VERIFY ELEVATIONS, PIPE SIZE, AND MATERIAL TYPE OF ALL UNDERGROUND UTILITIES PRIOR SEPARATION STATEMENTFinal inspection: ISSUE DATES TO COMMENCING WIN CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION Prior to final building Inspection rn OF PIONEER DESIGN GROUP, INC., 72 HOURS PRIOR TO START OF CONSTRUCTION. DESIGN APPROVAL: N ALL WATER MAIN CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT, PERMIT SUBMITTAL: Lo 22. THE CONTRACTOR SHALL POTHOLE CRITICAL UTILITY CROSSINGS WHERE DEEMED NECESSARY CHAPTER 333. WATER MAINS SHALL CROSS OVER SANITARY SEWERS WITH AN 18" MINIMUM ES BY THE ENGINEER, CONTRACTOR, OR THE UTILITY COMPANY. THE CONTRACTOR SHALL NOTIFY THE CLEARANCE BETWEEN OUTSIDE DIAMETERS OF PIPE WITH ALL PIPE JOINTS EQUIDISTANT FROM PERMIT RECEIVED: ENGINEER OF SUCH CROSSINGS WHERE CONFLICT MAY OCCUR AS A RESULT OF THE POTHOLE CROSSING. HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SANITARY SEWERS IN PARALLEL BID DOCS: INFORMATION. SAID INFORMATION SHALL BE PROVIDED PRIOR TO ANY CONSTRUCTION THAT MAY INSTALLATIONS SHALL BE 10'. MAINTAIN 12" MINIMUM VERTICAL DISTANCE FOR ALL OTHER UTILITY PREVENT PROPER CORRECTION OF CONFLICTS. THE CONTRACTOR ASSUMES RESPONSIBIUTY IF IT 12" CONSTR. DOCS: 3 PROCEEDS WITHOUT MAKING SUCH DETERMINATIONS. CROSSINGS AND HORIZONTAL PARALLEL DISTANCE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN THE MINIMUM 10' HORIZONTAL SEPARATION, THE WATER MAIN SHALL BE LAID ON A N 23. THESE DRAWINGS HAVE BEEN PREPARED TO NE SCALED NOTED THEREON. NO ONE SHALL SEPARATE SHELF IN THE TRENCH 18" INCHES ABOVE THE SEWER. 24"x36"SCALE: N/A 0 o USE THESE DRAWINGS IN A MANNER WHERE THE DRAWING SCALE WAS USED TO LOCATE ANY PLOT DATE: 08-07-2016 N EXISTING FEATURES OR IMPROVEMENTS. __ • CPTYOP7iGARD CAD FILE: al l s-.r.vtt'.ti.t t)FOR ►CODE A N cn 10B NUMBER: 15-133 3 11 A GEOTECHNICAL. ; APP e: REPORT IS REtiUIRED ©T(� �1C`1 CHECKED: ---- BEFORE THE FOOTING . .j DRAWN: LRL FS : ; N 19 INSPECTION IS APPROVED -I Permit s . f�`�r``.�C --C t L _ �. a:.....,t,� ..t�;�.:..�`.�aas <._ } ��� STATUS: BUILDING PERMIT I r�3rr' :11;:e o 74 "j 4.----3 Date* �I( t CONSTRUCTION NOTES N .A 0 : i" * ., 1 ._ L a Z OFFICE COPY C 0 • 1