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HomeMy WebLinkAboutzS-2987Sets CITY 101F RENTON ]?-27m2987 2004 LIFT STATION REHABILITATION (LAKE WASHINGTON FLUSHING STATION AND MISTY COVE LIFT STATION) GENERAL NOTES 1. CONSTRUCTION STANDARDS ALL WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL CDNFORM TO THE CONSTRUCTION DRAWINGS, TECHNICAL SPECIFICATIONS, THE UNIFORM BUILDING CODE (1997 EDITION), AS AMENDED BY CHAPTER 51 -40 FOR THE WAC, THE RENTON MUNICIPAL CODE, AND THE CITY OF RENTON STANDARD PLANS AND SPECIFICATIONS. 2. PRE — CONSTRUCTION CONFERENCE A PRE — CONSTRUCTION CONFERENCE AND TWENTY —FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO COMMENCING CONSTRUCTION. 3.PPERMITS AND INSPECTIONS a. PERMITS: THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. SEE SPECIFICATION'S FOR FURTHER INFORMATION REGARDING PERMITS. b. INSPLCTION: THE CONTRACTOR SHALL OBTAIN ALL BUILDING DEPARTMENT INSPECTIONS DURING CONSTRUCTION. SOME OF THE INSPECTIONS WILL BE PERFORMED BY A REPRESENTATIVE OF THE CITY OF RENTON. THE CONTRACTOR SHALL NOTIFY THE OWNER 24 HOURS IN ADVANCE OF ANY BACKFILLING OR COVERING OF CONSTRUCTION. 4. CONSTRUCTION SAFETY THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE PUBLIC AND PREVENT NUISANCE'S WHILE PERFORMING CONSTRUCTION WORK ON THIS PROJECT. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE !PLANS. THE CONTRACTOR SHALL CONTACT THE DNE —CALL U11UTY LOCATE SERVICE AT 1 -800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION FOR UTILITY LOCATIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE UTILITY COMPANY WHEN A CONFLICT OCCURS OR WHEN A CONFLICT IS ANTICIPATED. 5. UTILITIES: THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THESE CONSTRUCTION DRAWINGS ARE APPROXIMATE. THE SOURCE OF INFORMATION GENERALLY CONSISTS OF CONSTRUCTION RECORDS, UTILITY LOCATES, AND OTHER DATA OBTAINED VERBALLY FROM OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. OWNER AND ENGINEER DO NOT GUARANTIES NOR ASSUME RESPONSIBILITY FOR THE ACCURACY OF THIIS INFORMATION. IT IS UNDERSTOOD THAT OTHER ABOVE GROUND AND UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. THE CONTRACTOR SHALL VERIFY THE TRUE AND CORRECT LOCATION OF EXISTING UTILITIES TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL REPAIR ALL DAMAGED UTILITIES IMMEDIATELY. 6. CONSTRUCTION STAKING THE CONTRACTOR WILL PROVIDE ALL CONSTRUCTION STAKING ON THIS PROJECT INCLUDING THE PREPARATION OF COMPLETE AS —BUILT RECORDS. 7. CONTRACTOR INITIATED CHANGES CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION CR CONSTRUCTION. 8. MAINTAINING SERVICE THE CONTRACTOR SHALL MAINTAIN SEWER SERVICE TO ALL EXISTING CUSTOMERS ON THE LAKE LINE AT ALL TIMIES. THE CONTRACTOR SHALL NOTIFY THE CITY A MINIMUM OF 48 HOURS IN ADVANCE OF ANY PLANNED DISRUPTION OF THE EXISTING WASTEWATER COLLECTION AND FLUSHING SYSTEM'S. MAXIMUM DOWN TIME OR DISRUPTION OF FLUSHING STATION TO INSTALL BYPASS FLUSHING SYSTEM IS 8 HOURS,. 9. MAINTAINING FLUSHING STATION OPERATION DURING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE FOR NORMAL OPERATION, AND PROVIDE ACCESS TO T1HIE FLUSHING STATION UNTIL A TEMPORARY FLUSHING SYSTEM IIS OPERATIONAL AND APPROVED IN WRITING BY THE OWNER. THE CONTRACTOR SHALL SUBMIT A TEMPORARY FLUSHING PLAN IN WRITING TO THE OWNER FOR APPROVAL THAT DETAILS THE PROPOSED METHOD -OF KEEPING THE LAKE LINE FLUSHED DURING THE CONSTRUCTION WORK. THE TEMPORARY FLUSHING PLAN SHALL INCLUDE THE FOLLOWING INFORMATION: A. MATERIALS LIST B. SEQUENCE OF EVENTS LIST AND SCHEDULE C. CAPACITY OF SYSTEM THE TEMPORARY FLUSHING SYSTEM SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: A. PUMPING CAPACITY BETWEEN 300 AND 350 GPM AT 10 FEET OF TDH. B. DISCHARGE OF PUMP SHALL DISCHARGE AT POINT IDENTIFIED IN THE PLANS. C. CONTRACTOR SHALL PROVIDE MEANS FOR WORKING IN THE WETWELL AS NECESSARY TO INSTALL THE TEMPORARY FLUSHING STATION. D. A PRESSURE RELIEF SYSTEM TO PREVENT THE PUMP FROM OVER— PRESSURIZING THE SYSTEM. THE PRESSURE RELIEF SYSTEM SHALL STOP THE PUMP IN A HIGH PRESSURE CONDITION. THE PRESSURE CONDITION SHALL BE SET IN THE FIELD. E. THE FLUSHING SYSTEM SHALL OPERATE FOR 1 HOUR TWICE A DAY AT THE FOLLOWING TIMES: 9 A.M. AND 4 P.M. INSTALLATION OF THE TEMPORARY PUMPING SYSTEM SHALL NOT BEGIN UNTIL WRITTEN APPROVAL HAS BEEN OBTAINED FROM THE OWNER. THE TEMPORARY FLUSHING SYSTEM SHALL NOT BE TAKEN OUT OF SERVICE UNTIL THE PROPOSED LIFT STATION HAS BEEN COMPLETED, TESTED, AND APPROVED IN WRITING BY THE OWNER. 10. DEWATERING AND SHORING IT HAS BEEN ANTICIPATED DURING THE DESIGN PHASE THAT DEWATERING WILL BE REQUIRED DURING THE IMPROVEMENTS TO STABILIZE THE SOILS FOR CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND SHORING DESIGN. 11. DAILY CLEANUP THE CONTRACTOR SHALL CLEANUP ALL AREAS AFFECTED BY CONSTRUCTION ACTIVITIES ON A DAILY BASIS TO THE SATISFACTION OF THE OWNER. THIS INCLUDES REMOVAL OF ALL DUST, MUD, ROCKS, ASPHALT DEBRIS, AND REFUSE FROM STREETS, SIDEWALKS, DRIVEWAYS, AND ANY OTHER AREAS AFFECTED BY THE CONSTRUCTION ACTIVITIES. FAILURE TO CLEANUP TO THE SATISFACTION OF THE OWNER WILL NECESSITATE A SHUTDOWN OF THE PROJECT UNTIL CLEANUP IS PROPERLY PERFORMED. 1,2. THRUST BLOCKING AND JOINT RESTRAINT THRUST BLOCKING OR APPROVED JOINT RESTRAINT SYSTEMS SHALL BE PROVIDED FOR ALL TEES, BENDS, DEAD—ENDS, AND CROSSES, AND SHALL COMPLY WITH THE STANDARD THRUST BLOCKING DETAILS AND RESTRAINT SYSTEMS AS INDICATED IN THE PLANS AND SPECIFICATIONS. THRUST BLOCKS SHALL BE SIZED BASED ON THE FITTING TO BE BLOCKED AND SOIL TYPE ENCOUNTERED AT EACH LOCATION. IF CONFLICTING UTILITIES PREVENT THE USE OF A THRUST BLOCK IN COMPLIANCE WITH THE STANDARD DETAIL, THE CONTRACTOR SHALL INSTALL ALTERNATIVE THRUST RESTRAINT AS APPROVED BY THE ENGINEER. 13. SHOP DRAWINGS DRAWINGS FOR REINFORCING STEEL, PRECAST CONCRETE, CAST —IN —PLACE CONCRETE, AND STRUCTURAL STEEL SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER. THE PURPOSE OF PROVIDING SHOP DRAWING SUBMITTALS TO THE ENGINEER BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT BY INDICATING WHICH MATERIALS THEY INTEND TO FURNISH AND INSTALL AND BY DETAILING THE FABRICATION kNO INSTALLATION METHODS THEY INTEND TO USE. IF DEVIA3I10INS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED, EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. 14. EROSION AND SEDIMENTATION ! CONTROL THE IMPLEMENTATION OF THE EROSION AND SEDIMENTATION CONTROL (ESC) PLAN AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC IFACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THESE PLANS SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR' FOR THE DURATION OF CONSTRUCTION. THE ESC FACILITIES SHOWN ON THESE PLANS MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE LAKE. THE ESC FACILITIES SHOW ON THESE PLANS ARE THE MINIMUM REQUIRED FOR ANTICIPATED SITE CONDITIONS DURING DRY WEATHER. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES 'SHALL BE UPGRADED (E.G., ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SLIT FENCES, ETC.) AS NEEDED FOR ACTUAL WEATHER CONDITIONS AND UNEXPECTED STORM EVENTS. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTION. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. 15, CONSTRUCTION LIMITS CONSTRUCTION LIMITS ARE SHOWN ON THE PLANS. ALL CONSTRUCTION ACTIVITY IS TO BE WITHIN THESE LIIAITS. (CONTRACTOR IS TO COORDINATE WITH THE TOWN IF ADDITIONAL AREA FOR MATERIAL STORAGE IS NEEDED. Ll ROLL 2 0.� I i I i REFERENCE NOTES REFERENCE NUMBER REFERENCE IMWMIBER X X DRAWING NUM OF SEC110N 0 DRAWING NUMBER WHERE 00 SECTION IS IfAKEN PIPE LENGTH MEASUREMENTS P'IPELENGTHS CALLED OUT ARE MEASURED AS F01 FLANGE x FLANGE (FLxFL) PIPE i' PIPE LEINGPI ----I MEASURED FROM FACE OF FLANGE TO FACE OF FLANGE. FLANGE x PLAIN END (FLxPE) PIPE III PIPE LENGTH -- ---- -+ MEASURED FROM FACE OF FLANGE TO CENTER OF' (FITTING. PLAIN END x PLAIN END (PExPE) PIIPE PIPE LENGTH MEASURED FROM CENTER OF FITTING TO CENTER OF' FITTING. VA: RESTRAINED JOINT x RESTRAINED PIPE LENGTH JOINT (RJxRJ), PIPE MEASURED FROM CENTER OF FITTING TO CENTER OF FITTING. 5- 215 8'7of REMISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER, P.E. 1/24 fO6 RH2 ENGINEERING INC. DATE I f i VICINITY MAP ---------- . j ,,1 w MISTY COVE LIFT STATION REPLACE ENTRANCE HATCH . ��� sr �r ,r !V «ST born■ >w sr l w w F�IO� PIAt � /V m >11" .41 rilloffii■ I LAKE WASHINGTON N 37M N 3fM ST /V E, N 3!N STJ �I r (�J N 340 ST M .11M S7'� � v► 13e N k4 ST ST 4 3�1 N 3bM Sr N . N 3w N 31d ST ►[ 34t ST Y tam MN N �M ST, 1 N20ST N K .�y...,..,...,.,,,. _omo Av ,I fiJp"' LAKE WASHINGTON g� FLUSHING STATION NE ma si sr •'� PUMPING AND 0 MECHANICAL �` ��� $7 zw �.� NE � O rE i0w IMPROVEMENTS \ I _ r1 5\ 1tw � tlf� (_'A tl� 1 d NN' 7w sl Z"ll -If; M 1 �- k NE in s eaat� � 1 ' s ( t--- N AI 51 I = Lftst pppl�� SCALE 1' = 2000' CONVICT PERSONNEL INDEX CITY OF RENTON 'MIKE BENgT X425 430-7206 CITY OF RENTON DAVE CHRISTENSEN (445 430 -7212 RH2 ENgNEERING MARK MILLER (425 951 -5372 RH2 ENGINEERING ANDREA MAST ('425) 951 -5416 RH2 ENGINEERING giR15 ROBERTS (:425) 951 -5358 PIPE LENGTH MEASUREMENTS P'IPELENGTHS CALLED OUT ARE MEASURED AS F01 FLANGE x FLANGE (FLxFL) PIPE i' PIPE LEINGPI ----I MEASURED FROM FACE OF FLANGE TO FACE OF FLANGE. FLANGE x PLAIN END (FLxPE) PIPE III PIPE LENGTH -- ---- -+ MEASURED FROM FACE OF FLANGE TO CENTER OF' (FITTING. PLAIN END x PLAIN END (PExPE) PIIPE PIPE LENGTH MEASURED FROM CENTER OF FITTING TO CENTER OF' FITTING. VA: RESTRAINED JOINT x RESTRAINED PIPE LENGTH JOINT (RJxRJ), PIPE MEASURED FROM CENTER OF FITTING TO CENTER OF FITTING. 5- 215 8'7of REMISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER, P.E. 1/24 fO6 RH2 ENGINEERING INC. DATE I f i VICINITY MAP ---------- . j ,,1 w MISTY COVE LIFT STATION REPLACE ENTRANCE HATCH . ��� sr �r ,r !V «ST born■ >w sr l w w F�IO� PIAt � /V m >11" .41 rilloffii■ I LAKE WASHINGTON N 37M N 3fM ST /V E, N 3!N STJ �I r (�J N 340 ST M .11M S7'� � v► 13e N k4 ST ST 4 3�1 N 3bM Sr N . N 3w N 31d ST ►[ 34t ST Y tam MN N �M ST, 1 N20ST N K .�y...,..,...,.,,,. _omo Av ,I fiJp"' LAKE WASHINGTON g� FLUSHING STATION NE ma si sr •'� PUMPING AND 0 MECHANICAL �` ��� $7 zw �.� NE � O rE i0w IMPROVEMENTS \ I _ r1 5\ 1tw � tlf� (_'A tl� 1 d NN' 7w sl Z"ll -If; M 1 �- k NE in s eaat� � 1 ' s ( t--- N AI 51 I = Lftst pppl�� SCALE 1' = 2000' 741 SCANNED MAY 0 12406 .6 M DRAWiNG INDEX WIRES 19 SHEET DRAWING NAME FILE NAME DRAWING NUMBER 1 GENERAL INFORMATION AND COVER SHEET {lSH —GO1 G01 2 EXISTING SITE PLAN AND CONSTRUCTION PLAN FLSFI —DOt C01 3 PROPOSED SITE PLAN FLSH -002 CO2 4 PROPOSED MECHANICAL PLAN FLSH —pQ3 MOt 5 ELECTRICAL LEGEND FLSH —pQ4 E01 6 PROPOSED ONE- LINE DIAGRAM FLSFI -005 E02 7 MECHANICAL AND CONSTRUCTION DETAILS FLSH —A101 M02 8 MISTY COVE STATION ENTRANCE HATCH REPLACEMENT LS— P— SIiEPLAN CO3 741 SCANNED MAY 0 12406 .6 M 4 N O H 1 0 © z k�4 Q Q a� H °z q To + 2 JET WIRES 19 SIC1199 f /42/W m 1ORAL ' [rWWS 7 S SICNIP 10142104 0%. Y C) i f + ra N� Z 0 W F— W Q _ J Lu Z Im >0 0 Q 0 1 0 z W o1� AU U . z cc 0 Z a Q 0 Q a u. L) U) z J um < -J W z .O W O 0 N i ENGINEERS PLANNER S SCIENTI5TS Nw RH2 ENGINEERING, INC. BELLINGHAM OFFICE ;�+ - BOTHELL OFFICE EAST WENATCHEE OFFICE PORT ORCHARD OFFICE SCALE: SHOWN gm 6;;� 10 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG PLOT. T D%% No. G01 E� CMR RLWxo MLM WE JAN 31, 2006 91U T NO 1 8 aAm REN Am NO. 102 -036 FWAW FLSH — G01 4 N O H 1 0 © z k�4 Q Q a� H °z q SURVEY NOTES FIELD SURVEY: PERFORMED BY TOUMA ENGINEERS INSTRUMENT: NIKON TOTAL STATION DTMAIOLG METHOD USED: FIRED TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332 - 130 -090 DATE OF SURVEY: APRIL 2002 BASIS OF BEARING: CITY OF RENTON MON #266 do 1866 (N N89003'55" W) BENCHMARK: SITE BENCHMARK LEAD do TACK AT THE SOUTHWEST CORNER OF EXISTING POWER VAULT ELEVATION = 25.12' TBM BENCHMARK CITY OF RENTON MON # 1866, TOP BRASS NAIL IN CONCRETE IN CASE, 125+ SOUTH OF INTERSECTION OF BURNETT AVE N do N 28th PLACE ELEVATION = 105.04' f f/r 0 GENERAL NOTES 1. DO NOT BLOCK RESIDENTS' DRIVEWAY AT ANY TIME. 2. AREA INSIDE CONSTRUCTION FENCE SHALL BE CLEARED TO ALLOW FOR CONSTRUCTION. 3. ACCESS TO SITE AS LIMITED ROAD WIDTH. 4. MAJORITY OF EXISTING SHRUBS AND GROUND COVER HAVE BEEN REMOVED. CONTRACTOR RESPONSIBLE FOR ANY ADDITIONAL REMOVAL FOR LANDSCAPE IMPROVEMENT. SEE PROPOSED SITE PLAN FOR LANDSCAPING IMPROVEMENTS. SHRUB AND GROUND COVER LEGEND. i ` lfi )Ll 5"MAPLE O KEEP PEDESTRIAN ACCESS % OPEN AT ALL TIMES. l REMOVE EXISTING LID AND DISPOSE / x x \ ✓ 3„ 13A " G x x x x x \ x x x x x x x Pf, J 3" E A R x x x x x x x x x x nti IZ x x x x x x x x x x x � N: 191,463.52 � �:.. . E: 1,300,596.48 x x x x x x x x x x x x x , ✓� ,�5 x x x `x �x x x x x x x x x x x x k: ,,G�C�P 4" AR 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 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 x x e y'' 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 x x x x x x` x x x x \\ x x x k 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 r ` + " DA aC 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 xt�xxxXxxxx XxxxxxxxXXxxxXXxXxxxxXxx ,•'- ,K'' x x x x x x x x x x x x xr x x x x x x x x x x x x x x x 2 „CE / � x x ,x x x 4 "CEDAR 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 .xxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxx / �,,• 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 xxxxxxxxxxxxxxxxxx \xxxxxx xxxxxxxxxxxxxxx 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 x ✓/ �J- EXISTING WATER LINE. + N: 191,438.34 �� x x x x 60 AOf DItTRbB.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 / E: 1,300,558.84 )w 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 x x N: 191,441.25 _ � y x x x dx 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 � 1'c30b,6�`2 � x x x x y x x x x x x x x x x x x x x EXIS -INg< Rf C -MICAL 'SHE'b 6N 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 CON ORETE PAD< 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 N % */x x x x x x x x l x x x x x x x x x x x x (DO X OI& DISTL IRBk x x x x x x x x x x x x x x x x x x x x x x N +" x x X X x x X x X ,sF x x x x X x x x x k X X X x x X x X x X x x x X\ x X X x X x X x N ` L— + EXISTING HEDGE (DO NOT DISTURB) ,/ r,.' 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 N �-� x x x x x x x x x x x xxxxxxxxxxxxxxC(NTUTOl xxxxxxxx +x x x x N x x x X x X X x o0 x x x X ---� X x x STAGING AREA x x x x x X' x x x x x x 6. x x x x DISCFIARGEXPIPE 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 x x x x x x 1 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 X X X X X x X X X X x x x x X XN\ X X x X x X X x x X x X x X x X ?� 1 / -. x x x x x x x x xEMTMG tROUNT)W RIDD5 IN�SIDr x x �"`, f/ f + VA'LVEx B('iXXE3. () + ~t 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 oc x x x x x x x x �?, x x x x x x x x x x x x x x j x x x x x xPROTECT)OURING CONSTRUCT1�ON.x x x x x x X X X X X X X X X X X X X X'; 1 `\ y + 1 , X k X x x X X X X X x X X X X �C X X X X X X �/ ✓ y y '0 *�/ X /� X X X X X X \X x x x X X X X X X X X X X ,F X X X X X X X x X X X X X X X X X X X X �N x x x x x x x x x x x x x x x x x x x X x /f x x x x x x x x x x x x x x x x x x x �t x x M w x x X X x x x x x x X x\ x i{ x x x X x x X x x x %} + q x x x x x x x x x x x x x x x x X x x xxx x f" 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 x X X\ x x x EAST(NGxB" >bI INTAKE'�PII�E, 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 •-yc` /* x x x PROTECT DUR'INGxCONSTRUCTION. 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 X X X x X X X x x X X X X X X X K 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 k x x k ?C f � 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 x x x x x x x xr x x IL x x x x x X x x x x x x x x x x x x X X X X X X /� * /t 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 v. f,;•#: 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 x X x x x x x x x x x x X X X. X X X X X R 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 EXISTING EROSION CONTROL 5 STRAW. N: 191,422.37 V E: 1,300,568.86 Q EXISTING SSMH NRT T - ° CO C E E OP EL 22 98 4 EXISTING EROSION CONTROL STRAW. x - � BENCHMARK, STEEL RIM EL = 23.35' r BOTTOM EL = 11.15' 1 INV EL = 14.64' 8' W INVEL= 11.35'8 "W EXISTING EDGE OF LAKE TOP FORCE MAIN = 18.84' 4" EL= 19.00' (4/02) EXISTING SITE PLAN AND CONSTRUCTION ZONE 1. -5' O 1 O "CEDAR REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER, P.E. 1 /24106 RH2 ENGINEERING INC. DATE ROLL 2 0� N: 191, 430.83 E: 1, 300, 619.86 EXISTING CYCLONE FENCE s•29�702 To m �f EXISTING ASPHALT DRIVEWAY EXISTING UTILITY POWER VAULT BELOW GRADE N: 191,432.96 E: 1,300,621.95 N: 191,422.52 E. 1,300,623.60 �F�1;54 ACCESS HATCH TO WET WE l i DO NOT ^'�"' °° EXISTING WET WELL .RELOCATED. - - NONE N-Li VIEW OF PROPERTY LINE NONE EXISTING ANTENNA FOR TELEMETRY RADIO EXISTING ELECTRICAL SHED EXISTING ELECTRICA I QW01 TCO Amn WET WELL ,s - 12 .� & -102 SCAMME U 0 & L. ASA � o� •aye l� EXPIRES 3/1-9-/2-00-0 SICNBD.` 10112104 ml 4 t� EXPIRES 711SY2W SICN90.. 10112A4 y 0 + N 'T z a z z z 014 CL 1�= X :5 z Z Lu a W um Z 0 � W F- �V Q U) 0 a z c� c U) 0 L cm) J W 0 0 N i ENGINEERS PLANNERS S C I E N T I S T S RH2 ENGINEERING. INC. BELLINGHAM OFFICE BOTHELL OFFICE EAST WENATCHEE OFFICE PORT ORCHARD OFFICE SCALE: SHOWN 0 1,• 2„ DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG aiut: 20 m c NO EwwER CMR Coll RE%ww c) MLM DA It: JAN 31, 2006 9as 40 CLOT REN +0e 102 -036 8 FUUWW FLSH -DO1 N r � 9 N o 00 a�4: %4 z° 4 N r � 9 N o 00 a�4: %4 z° 4 CRETE- _W NOTES ET WELD, TOP 1. PRECAST WET WELL COVER AND SET IN PLACE. SHIM LEVEL. PLACE FORDS AGAINST COVER AND EXTEND ON TWO ENDS AS SHOWN TO FORM STEPS. 2. PLACE CONCRETE FROM ONE END AND VIBRATE TO PREVENT VOIDS. IT FN, 1. WHERE POSSIBLE, MAINTAIN NATURAL VEGETATION FOR SILT CONTROL 2. TEMPORARY SILTATION TO BE CONSTRUCTED BY PLACING FILTER FABRIC FENCES ACROSS SWALES UTILIZING FILTER SYSTEM PRIOR TO DISCHARGE 3. ALL TEMPORARY SILTATION SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION I COMPLETED AND SURFACE RESTORATION HAS BEEN COMPLETED 4. RETURN SILTATION CONTROL AREAS TO ORIGINAL GROUND CONDITIONS, UNLESS SPECIFICALLY DIRECTED OTHERWISE BY THE TOWN ELECTRIC 1. SEE DWG NO. E02 DIAGRAM FOR IDENTIFICATION OF RACEWAY AND CONDUCTORS. MECHANICA FIELD VERIFY LOCATION ALIGNMENT AN VAT1 w 1 E D ELE ON OF EXISTING 8 CAST IRON FORCEMAIN. PROVIDE DUCTILE IRON PIPING, FITTINGS, REDUCERS AND RESTRAINT SYSTEM TO CONNECT PIPING TO PROPOSED VAULT. PROVIDE SKETCH TO ENGINEER FOR REVIEW AND APPROVAL. i � THIM&.EBERRY / �rtuRUS vaRVmrsr�ict EXISTING INFLOW PIPE. 2 ADDL #5 EW AT HATCH EDGES 24 X 5'0" PROPOSED WET ` TYP 4 : _ WELL TOP CONCRETE STEP • TYP 2 SWORD FERN (POLYSTICHUM MUNITUM) KEEP PEDESTRIAN ACCESS OPEN AT ALL TIMES. J SALAL (GAULTERIA SHALLON) 5 TON IGNEOUS OULDER OSKATOON SERVICEBERR , _ (AMELANCHIER ALNIFOLIA \. .. r . COASTAL STRAWB r V. ■... ■. FRAGARIA CHI LOI�= � CONTROL BOX. 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Y ■ Y a Y r r■- r w ■ \ .. • • a • • e . « • • e •� � „ ^ w' a w w R w r■ r w.■ w a SEE DWG DWG N0. M01 OR DETAILS • ■r.!.■.w.■.t....wwrrwr lrR ■rrrarwr■rrr..rN-w.. .r .■ .■.■ .w .N . r R r■ • • • • • • • ._� -. r.. rrr Rw ■wrrYr.- r■ ■ry }wr •�• • • • • . • ,,,t •�vl% ■r ■■rrr.ww ■war ■re.rrr ■wr.rrNw■Yr ■r r. -.-w- "R wrrr-------------- , f / ■rrwrwrarr w A • r ` \••••..•v•r•..•AU.L .I L.KI A SHAI ..v�.a.r ... . ,..... • . • THIMBLEBERRY ••ER w••••••••••L••••i :•, (RUBUS PARVIFLORUS) / • • • • • • ME • •� • • . « • • . 0 • • • • N• * i . N N• N Y w Y r L • • • 1 • • .� . • 0 • • • • . • e • • • • -. 112- MIP INSERT ADAPTORS & ....r.r rrw � LATEERAL DRIP LINES. ....... .. r , r A . « * « S� .....'...... �, .. • e •` � `��` ■rNYYr Y- ■ -! � f � I I ■ R a N■ Y Y Y■ r R /�� rwr}- .w.r... ”' • • • • r .,• • • • • ,10 e e • • • r • \� '`��x,,. SALAL .. r Y v .. w- R■ N r a- 'f � wwr +r..Y. -N■rY /� 1 _ 1 � � . 6 • �;(�: (GAULTERIA SHALLON) / • • • • • • • • - " ' y � 4 • Y wrr r r • N : Y f`]{ , ,� 1 SCH. 40 PVC IRRIGATION •�=� =• ••••••••••••+: 201 Y r Y■ } w■ f ■■ Y t. N r. a w R! Y a Y Y HEADER AROUND PERIMETER 1" ` ■.! w w * FIPT 'C CON 2J 4, " Y r rYr Y.Y w . .w a- .• .Y . Y .Y Y r r r Y r N a r . w . w. r ■ ■r N •r lY Y .Y } . r .. . . - - - .r w■ . w r . .rw . r . •a . r .. .Y . -r . r .Y rr .w r ar r w w .rw rNa y r r -e. ■ r w.s- rR .N -. . R a rr R .wr ■ ■SLIP x 112 r.......... CENTERS,,,, r r ....f r r . -. N M f, ff Y rr r .., ■ ■ w r w ■ .. YN N R . -r . ■ A"• �' 1 , / N w N■ r. r r r r }. r -. 1. r F N R r L Y r r. . r . w- r M Y. Y. ■.- .Y. ,• YN: 191,437.97 a 24 EXISTING ELECTRICAL SHELTER .......... E: 1,300,575.33 ON CONCRETE PAD. SEE DWG` Y Y • Y r. r r . -. w. N N N a .-' f !..■ .....NNINYMNN- N0. E02 & M02 FOR /// , r. N■ M M R Y M Y N r y. r t. � $ Y • Y r w1- 1.. n:Yb- Imo'^ / + Y • f rar . ! N . N ! a . r■:. .. .Y r..■ . .Y ! .a . .Y .„ . .r .r .! :r!. a ■ + MODIFICATIONS. ..., • w , . r ; w . w .rrrr - w r- . N M , Y w N . Y N ■ . . • • .......... ................. • - - ,,.. X X X X R X X X R X X X M_ X Y jr RED OSIER , �� N. 191' 428.71 No 191 429 93 4'0" x 4'0" ALUMINUM ACCESS HATCH ■ ■ �Lj��`Il��ll�► =� III 9P-40 WET WELL TOP RETAINING WALL PLAN ? 9' -4" 1' —a• TYP. _T 20w 13 012 2" CLR TYP TAPER 1:10 SLOPE 1' -0" 8" 1/2 is /5 A 12- EW TYP PROPOSED WET WELL J F COVER 2 X15 CONT w MASTIC SEAL (TYP) GRAVEL TOP ROUTE DRAIN " i•� r • r r• r r r r NATIVE' MATERIAL AS REQUIRED • r THICK COMPACT r • SPECIFICATIONS. WET WELL COVER RETAINING ' PROFILE EXISTING POWER VAULT N 1/2" = 1' NEWLY GRADED OR DISTURBED SIDE SLOPE FILTER FABRIC 6" MATERIAL STAPLES OR 2" x 4" ✓`� WIRE RINGS T DOUGLAS FIR T EXPIRES 3 1 SIGNS& 10112A4 EXPIRES 7 S S/CKBR 10142/b4 Y 0 • \N T E: 1,300,576.55 (CORNUS STOLONIFERA) E: 1,300,585.80 " -T—" 6" THICK OF " GRAVEL 8 I I N RH2 ENGINEERING. INC. COMPACTED TO 95% STANDARD. R � P OPOSED CONCRETE STEPS r SWORD FERN lb c� (POLYSTICHUM MUNITUM) PROPOSED WET WELL COVER. o SEE DETAILS THIS SHEET. 10" BVC LODGEPOLE PINE T PROPOSED SITE PLAN STAKES: 2" DAL DOWELED WITH A CHAMFERED TOP, 6" CONICAL CO 1" = 5' POINT PRESSURE TREATED. PLASTIC CHAIN LOCK TREE TIE. V l J 24" DIA. TREE WELL. FILL WITH 2" BARK MULCH. L TREE WELLS 2X ROOTBALL. MULCH WITH 3" DEPTH 859 COMPACTED COARSE BARK OR 1" WASHED "LARGE NUGGET" MULCH ACROSS ENTIRE BED. DRAIN ROCK, REMOVE ALL BURLAP FROM ROOTBALL UNLESS FRAGILE ROOT SYSTEM 2 Mlti REMOVE ALL WIRE OR OTHER STRAPPING FROM ROOTBALL LOOSENED NATIVE SOIL, REMOVE ALL DEBRIS OVER f 2" IN DIA., SEE SPEC. ENSURE PLANTING PIT HAS GOOD DRAINAGE. 2xWxr113Al,1_ C1I.'1MI:rH.x WATER AND FIRMLY COMPACT BEFORE PLANTING DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE 4 r LANDSCAPING NOTES 1. CONTRACTOR TO PROVIDE DESIGN/ BUILD IRRIGATION SYSTEM TO NEW PLANTINGS. 2. AMEND ALL LANDSCAPE AREAS WITH 3" COMPOST, TILL INTO NATIVE 3. ROLL OUT WEED CONTROL GEOTEXTILE FABRIC OVER THE ENTIRE PROPERTY, STAPLE 024" O.C. 4. INSTALL ALL PLANTINGS PER PLAN BY SLICING INTO FABRIC W/ SHARP KNIFE, WATER THOROUGHLY 5, COVER ENTIRE LANDSCAPE AREAS WITH 3" DEPTH 1" WASHED DRAIN ROCK 6. INSTALL 2 TONS OF WASHED 2 -8" DIAMETER RIVER ROCK THROUGHOUT ENTIRE LANDSCAPE AREAS. PLACE ON TOP OF DRAIN ROCK TO CREATE DRY RIVER BED APPEARANCE. Z LEGEND PROPOSED PLANTINGS O EXISTING PLANTINGS TO REMAIN H CEDAR TREE Q H 2 GAL. THIMBLEBERRY J Z m MAPLE TREE ' OQ 1'" CALIPER, 8 FT. TALL TALL SA,SKATOON SERVICEBERRY HEDGE F� X Z Z ui 1 -2 GAL. SALAL -Lu C a m Z LL 0 LU 0 ' (FRAGARIA CHILOENSIS) 2 GAL. RED OSIER U� CORNUS STOLONIFERA J R O O N E: 1,300,576.55 (CORNUS STOLONIFERA) E: 1,300,585.80 " -T—" 6" THICK OF " GRAVEL 8 I I N RH2 ENGINEERING. INC. COMPACTED TO 95% STANDARD. R � P OPOSED CONCRETE STEPS r SWORD FERN lb c� (POLYSTICHUM MUNITUM) PROPOSED WET WELL COVER. o SEE DETAILS THIS SHEET. 10" BVC LODGEPOLE PINE T PROPOSED SITE PLAN STAKES: 2" DAL DOWELED WITH A CHAMFERED TOP, 6" CONICAL CO 1" = 5' POINT PRESSURE TREATED. PLASTIC CHAIN LOCK TREE TIE. V l J 24" DIA. TREE WELL. FILL WITH 2" BARK MULCH. L TREE WELLS 2X ROOTBALL. MULCH WITH 3" DEPTH 859 COMPACTED COARSE BARK OR 1" WASHED "LARGE NUGGET" MULCH ACROSS ENTIRE BED. DRAIN ROCK, REMOVE ALL BURLAP FROM ROOTBALL UNLESS FRAGILE ROOT SYSTEM 2 Mlti REMOVE ALL WIRE OR OTHER STRAPPING FROM ROOTBALL LOOSENED NATIVE SOIL, REMOVE ALL DEBRIS OVER f 2" IN DIA., SEE SPEC. ENSURE PLANTING PIT HAS GOOD DRAINAGE. 2xWxr113Al,1_ C1I.'1MI:rH.x WATER AND FIRMLY COMPACT BEFORE PLANTING DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE 4 r LANDSCAPING NOTES 1. CONTRACTOR TO PROVIDE DESIGN/ BUILD IRRIGATION SYSTEM TO NEW PLANTINGS. 2. AMEND ALL LANDSCAPE AREAS WITH 3" COMPOST, TILL INTO NATIVE 3. ROLL OUT WEED CONTROL GEOTEXTILE FABRIC OVER THE ENTIRE PROPERTY, STAPLE 024" O.C. 4. INSTALL ALL PLANTINGS PER PLAN BY SLICING INTO FABRIC W/ SHARP KNIFE, WATER THOROUGHLY 5, COVER ENTIRE LANDSCAPE AREAS WITH 3" DEPTH 1" WASHED DRAIN ROCK 6. INSTALL 2 TONS OF WASHED 2 -8" DIAMETER RIVER ROCK THROUGHOUT ENTIRE LANDSCAPE AREAS. PLACE ON TOP OF DRAIN ROCK TO CREATE DRY RIVER BED APPEARANCE. ROLL 2 0,� IRRIGATION BASIN 1' WASHED DRAIN ROCK. COMPACT SOIL UNDER PLANT TO AVOID SETTLING fR15� REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER. P.E. 1/24/06 R142 ENGINEERING YNC. DATE CROSS SECTION BELLINGHAM OFFICE STAPLES OR WIRE RINGS FOR SECURING x 2" x 2" x B GA. W BOTHELL OFFICE FABRIC TO 2" x 4" WELDED WIRE FABRIC (TYPICAL) -- OR EQUAL " FILTER FABRIC EAST WENATCHEE OFFICE MATERIAL MULCH IRRIGATION BASIN WITH 3" PORT ORCHARD OFFICE DEPTH 85% COMPACTED COARSE BARK OR "LARGE NUGGET" MULCH. r,. REMOVE CONTAINER AND �i ,. ,�- SCALE: SHOWN BUTTERFLY BOTTOM OF PLANT N 0 1" 2 NATIVE SOIL LOOSENED, SEE 2" x 4" DOUGLAS FIR BOTTOM OF FILTER DRAWING IS NOT TO SCALE SPEC. O 4' O.C. N0. 1 GRADE FABRIC MATERIAL IN IF BAR IS NOT 2" LONG OR EQUAL ELEVATION B" x On DITCH PLOT: 20 MC NO 3 x R( x) MAI.I. n111M FA+1 SILT F ENC B ENGKER CMR CO2 E SHRUB PLANTING DETAIL -- o � MLM N TS WE .IAN 31, 2006 11T I NOT TO SCALE REVISED TO CONFORM TO CONSTRUCTION RECORDS DJB MM 1/24/06 .ANT REN 3 1 DRY VAULT SHIFT AFM MLM )2/15/2001 Nli No 102 -036 8 N0. REVISION BY I REVIEW DATE i idvw FLSH -D02 � O _r 'Y °z 0 o � k�J 0 W H z 4 UNDSCAPING LEGEND PROPOSED PLANTINGS EXISTING PLANTINGS TO REMAIN 2 GAL. SWORD FERN (POLYSTICHUM MUNIUM) CEDAR TREE 2 GAL. THIMBLEBERRY (RUBUS PARVIFLORUS) MAPLE TREE ' r 1'" CALIPER, 8 FT. TALL TALL SA,SKATOON SERVICEBERRY HEDGE (AMELANCHIER ALNIFOLIA) 1 -2 GAL. SALAL Ii (GAULTHERIA SHALLON) COASTAL STRAWBERRY ' (FRAGARIA CHILOENSIS) 2 GAL. RED OSIER CORNUS STOLONIFERA ROLL 2 0,� IRRIGATION BASIN 1' WASHED DRAIN ROCK. COMPACT SOIL UNDER PLANT TO AVOID SETTLING fR15� REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER. P.E. 1/24/06 R142 ENGINEERING YNC. DATE CROSS SECTION BELLINGHAM OFFICE STAPLES OR WIRE RINGS FOR SECURING x 2" x 2" x B GA. W BOTHELL OFFICE FABRIC TO 2" x 4" WELDED WIRE FABRIC (TYPICAL) -- OR EQUAL " FILTER FABRIC EAST WENATCHEE OFFICE MATERIAL MULCH IRRIGATION BASIN WITH 3" PORT ORCHARD OFFICE DEPTH 85% COMPACTED COARSE BARK OR "LARGE NUGGET" MULCH. r,. REMOVE CONTAINER AND �i ,. ,�- SCALE: SHOWN BUTTERFLY BOTTOM OF PLANT N 0 1" 2 NATIVE SOIL LOOSENED, SEE 2" x 4" DOUGLAS FIR BOTTOM OF FILTER DRAWING IS NOT TO SCALE SPEC. O 4' O.C. N0. 1 GRADE FABRIC MATERIAL IN IF BAR IS NOT 2" LONG OR EQUAL ELEVATION B" x On DITCH PLOT: 20 MC NO 3 x R( x) MAI.I. n111M FA+1 SILT F ENC B ENGKER CMR CO2 E SHRUB PLANTING DETAIL -- o � MLM N TS WE .IAN 31, 2006 11T I NOT TO SCALE REVISED TO CONFORM TO CONSTRUCTION RECORDS DJB MM 1/24/06 .ANT REN 3 1 DRY VAULT SHIFT AFM MLM )2/15/2001 Nli No 102 -036 8 N0. REVISION BY I REVIEW DATE i idvw FLSH -D02 � O _r 'Y °z 0 o � k�J 0 W H z 4 2 r ,RELOCATED UNIHOIST SLEEVE 1 BlLCO "LADDER -UP" EXTENDER. ALUMINUM SECURE MIITHt HILTI ANCHOR WITH NON - CORROSIVE HARDWARE. ' BOLTS II ALUMINUM OR PROPOSED SHEAR GATE ; - _FIBERGLASS LADDER " . + - ®12 w *4 SLEEVE WITH 4 • •' +.• . ' : •' �; MEGA, LUGS TYPICAL ' — - �` �" `� — -` — — — — 4" ECCENTRIC VALVE (FL�cFL) • • ;: I 3/4 PRESSURE RELIEF I ` j" .•� . VALVE RATED FOR I �'' = ' �,• 4' -8" WORKING PRESSURE OF ISOLATION VALVE A ` 150 PSI. SEE DETAIL AND CONTROLS p FOR IRRIGATION 1" APCO COMBINA1f10IN Ad -:0 'i SYSTEM. AIR RELIEF VALVE., SEE DETAIL 0 PROPOSED FIBERGLASS LADDER I ' • I 22 1,x"2 BEND, MJxMJ WITH "LADDER- P" EXTENDER. ,,S '+ j I W/ MEG LUGS. ,'fL 3 ❑ I LIE- I --# - 6 �: .� • I :► �. 1' -4" 4 1' -0 ' �t:' •°. MIN B AS L M 01 r ' 4m DI FCA SHIACKELS I + • I .� . • FTTI SADDLE TAP FOR ?RF59JRE _ __j M SWITCH ASSEMBLY Fill L I ! _ •. :� I ELECTRICAL J -BOX PRESSURE SWITCH AND GAUGE. 4" DI PIPE FLxFL 4" DI PIPE FLxFL (T'p' OF 3). `�,; : �' �•- � :. - � " (FLxFL) I " (FLxFL) SEE DETAIL '� ' • * 4'-6* LENGTH I ` 10 LENGTH 4" DI PIPE (FLxPE) J I E I • = LENGTH AS REQUIRED 4" RUBBER FLAPPER CHECK I PROPOSED ACCESS HATCH •:' ' ' VALVE. APCO 104P3R OR — — — — i y — — — J REVISED LOCATION OIE EXISTING CONCRETE WET WELL EQUAL. (FLxFL) I " -PROP•OSED DRY VAULT PRESSURE TRANSMITTER AND 4 FLOWMETER I I GAUGE ASSEMBLY. ORIGINAL LOCATION OF PROPOSED DRY VAULT F L PROPOSED WELL TOP 2 PROPOSED ALUMINUM ACCESS HATCH LW HD -2 (48 "x48 ") OR Z�L EQUAL. PROPOSED FIBERGLASS LADDER. PHOP05ED MECHANICAL PLAN �� 3/4 it—on ATTACH (RAILS TO EDGE OF ENTRANCE RELOCATED UNIHOIST SLEEVE SECURE WITH HILTI ANCHOR BOLTS PROPOSED ALUMINUM ACCESS 2 HATCH LW HD -3 (6O "x60 ") OR EQUAL. rir►` NEW FLOWMETER. 22 1/2* BEND, MJxMJ g" FLxMJ ADAPTER. ,t W/ MEG LUGS. EXISTING 8" DI PIPE. STANDARD MJ FOLLOWER. z't 4 "x8" FLxFL REDUCER. / PRECAST CONCRETE DRY WELL EQUAL TO UTILITY VAULT MODEL NO. 774 -13. HATCHES INSTALLED AS DIMENSIONED IN THIS DRAWING. VAULT MINIMUM INSIDE DIMENSIONS OF 6' -4 "L x 6'• -4 0W x S-1-H. PROVIDE WATERTIGHT GASKET AT ALL JOINTS. ^.21 37' SHORING AS NECESSARY VALVE VAULT RIM ATTACH TO SIDE OF WET WELL N22.81' WITH SS HARDWARE. MINIMUM 3 WET WELL RIM TO INSTALL LOCATIONS EQUALLY SPACED. FINISHED GRADE WET WELL STEPS. I ;� • � • po 4. • .. O `/fir- yy(`' rA NATIVE MATERIAL '" ' ►. �' yv ! ; r � ' � > � J �^- it "'"�., � ` ♦ I� 'r ♦ , /r :• (2) 2" S.S. GUIDE • %^•�1 �r y. ! . I� '�I x,�A RAILS • .. ` , , i ' , r i \ ' i - • •• r f, ! r 1 - - `! 11 r _ ' 4" NOTE: CONTRACTOR \ ♦ ♦ ♦ ' - - ' /.j l r./ / i i ...! MIN �:` 'YL �'••~..^ �. • {J� '1� RESPONSIBLE FOR , i WATER REMOVAL TO ±�._.. PERFORM WORK. LAKE WATER LEVEL 18.1 - — '`! ,NV PROPOSED DISCHARGE 5 ! {y 12 MIN'. INVERT EL. • ` . •• -. �, � , t„ r i. � �, » 1 \� ,i'_�.k„ r rt .;r is , � 17.62' ♦ * ". 1 ` ,'' ='. VA L WE 'V;AIU'L.T FLOOR LAKE WATER LEVEL 16.11 ' . • / ♦ _ E y` f ill. .., ! ( !r- r !; `4 ,• l y. ';+. l ,,. -.y -rr yil -r"' 7. '.. 1 t e•""`•. �PROP OSED SHEER GATE 4 •' .'�'Y _ �. • i .- '- "'J".. 1 / -1 r"' C 'r f� _ r .. ,+. /;• 1 . ^ ^ ". ,N - f, VALVE ON UPPER INLET FROM LAKE ,- _ _ �- �.'- C .+y �` 1 ti - » ;, ; � PIPE SUPPORT ,:� � , {� 6 SEE DETAIL 4 DI 90 BEND _. ti PLAIN END PIP k {r >. p •�•r' r7� \j4! ►/!'1',Y rrl,- +1�►.+�,i4! 1r p. \►T Jrp;niir' ♦`�� ��/-* 7rty,"�4!lr /i!� ..,r \yyI!•'t4" "!' l+'MM� ,� � i f r' - r h' _y EXISTING STING INTAK .. i _ GRAVEL TOP COURSE' 'FOR VAULT PAD. COMPACT PER . SPECIFICATIONS. EXISTING VALVE AND E XT TENSION. R ' 4" DI SPOOL (FLxFL), APPROX. 5' -6" LENGTH UNDISTURBED NATIVE SOIL ' •.' N11.15' EXISTING INTAKE • - • .. ► , „ . • ' WET WELL FLOOR 4k 4 PROPOSED SUBMERSIBLE PUMP AND DISCHARGE ELBOW PROPOSED MECHANICAL PROFILErB M01 3/4" - 1' -0" 40 ROLL 20.E NEW PRESSURE TRANSMITTER AND GAUGE ASSEMBLY. !4% . jl� v. Y L w_Ii�.4r M��j O r H t Q - H J Z �4 . w ! fat;! INTERIOR OF VAULT � �4 J ISOLATION VALVE AND CONMOLS FOR IRRIGATION SYSTEM. KEY NOTES �1 EXISTING VALVE AND INLET PIPING NOT SHOWN IN PROFILE SECTION FOR CLARITY, 2 DRY WELL AND WET WELL ACCESS HATCHES TO BE DOUBLE LEAF, ALUMINUM DIAMOND PLATE, WITH CAPTIVE BOLTS EQUAL TO LW PRODUCTS COMPANY, INC. TYPE HD WITH ALL STAINLESS STEEL HARDWARE AND FASTENERS. DOORS LOCK IN VERTICAL POSITION WITHOUT MOVEMENT, SPRING OR PISTON ASSIST OPENING, ODOR RESISTANT GASKET, MILL FINISH, RECESSED HASP COVERED WITH HINGED LID. HATCHES SHALL BE LW PRODUCTS OR BILCO. NO SUBSTITUTIONS. 3 INSTALL LADDER TO AVOID CONFLICT WITH INTAKE PIPING. ENGINEER TO APPROVE LOCATION. 4 PROPOSED SUBMERSIBLE PUMP. REMOVE AND DISPOSE OF EXISTING PUMP AND DISCHARGE PIPING. 5 CONNECT TO EXISTING 8" FORCEMAIN. SEE NOTE 1 ON DWG NO. CO2. 6 KOR AND SEAL BOOT, TYPICAL. EXISTING WET WELL STRUCTURE OBLIQUE, NOT TO SCALE :5 40 PROPOSED VALVE VAULT EXPIKS 3 SICNZA 10112104 ExPRES 7 s zoo SIGNER- 10112104 4\1 / �44k ♦ � r Z O H Q H J Z �4 a �4 J ISOLATION VALVE AND CONMOLS FOR IRRIGATION SYSTEM. KEY NOTES �1 EXISTING VALVE AND INLET PIPING NOT SHOWN IN PROFILE SECTION FOR CLARITY, 2 DRY WELL AND WET WELL ACCESS HATCHES TO BE DOUBLE LEAF, ALUMINUM DIAMOND PLATE, WITH CAPTIVE BOLTS EQUAL TO LW PRODUCTS COMPANY, INC. TYPE HD WITH ALL STAINLESS STEEL HARDWARE AND FASTENERS. DOORS LOCK IN VERTICAL POSITION WITHOUT MOVEMENT, SPRING OR PISTON ASSIST OPENING, ODOR RESISTANT GASKET, MILL FINISH, RECESSED HASP COVERED WITH HINGED LID. HATCHES SHALL BE LW PRODUCTS OR BILCO. NO SUBSTITUTIONS. 3 INSTALL LADDER TO AVOID CONFLICT WITH INTAKE PIPING. ENGINEER TO APPROVE LOCATION. 4 PROPOSED SUBMERSIBLE PUMP. REMOVE AND DISPOSE OF EXISTING PUMP AND DISCHARGE PIPING. 5 CONNECT TO EXISTING 8" FORCEMAIN. SEE NOTE 1 ON DWG NO. CO2. 6 KOR AND SEAL BOOT, TYPICAL. EXISTING WET WELL STRUCTURE OBLIQUE, NOT TO SCALE :5 40 PROPOSED VALVE VAULT EXPIKS 3 SICNZA 10112104 ExPRES 7 s zoo SIGNER- 10112104 4\1 / �44k ♦ � r E N G I N E E R S PL.ANN ERS SCIENTISTS RH2 ENGINEERING, INC. BELLINGHAM OFFICE a9 70 X11' 'i BOTH , ELL OFFICE REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER, P.E. 1/24/06 RH2 ENGINEERING INC. DATE GENERAL NOTES 1. ALL PIPE FITTINGS AND VALVES PROVIDED SHAH BE EPDXY PRIMED AND FINISH COATED ON THE EXTERIOR PER DIVISION 9. EAST WENATCHEE OFFICE PORT ORCHARD OFFICE SCALE: SHOWN 0 1„ 2„ DRAWING IS NuT TO SCALE IF BAR IS NOT 2" I -ONG PLOT. 24 W, NO ENGKER CMR M01 REWKD MLM JAN 31, 2006 WET ►+O REVISED TO CONFORM TO CONSTRUCTION RECORDS DJB MM 1"24/06 Law REN DRY VAULT SHIFT AFM MLM 2/'15/200 102 -036 8 N0. ,REVISION BY I REVIEW t .'DATE r FLSH -DO3 ''�'► '� s -�" 7c""' SCANNED MAY 0 12006 w r N O A y 1 0 0 zN O 00 0 zz 4 Z O H Q H J Z a Z= Lu � � a U 0� Q F = Ia— V FJ cl) Lu tL. m J a 0 0 N E N G I N E E R S PL.ANN ERS SCIENTISTS RH2 ENGINEERING, INC. BELLINGHAM OFFICE a9 70 X11' 'i BOTH , ELL OFFICE REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER, P.E. 1/24/06 RH2 ENGINEERING INC. DATE GENERAL NOTES 1. ALL PIPE FITTINGS AND VALVES PROVIDED SHAH BE EPDXY PRIMED AND FINISH COATED ON THE EXTERIOR PER DIVISION 9. EAST WENATCHEE OFFICE PORT ORCHARD OFFICE SCALE: SHOWN 0 1„ 2„ DRAWING IS NuT TO SCALE IF BAR IS NOT 2" I -ONG PLOT. 24 W, NO ENGKER CMR M01 REWKD MLM JAN 31, 2006 WET ►+O REVISED TO CONFORM TO CONSTRUCTION RECORDS DJB MM 1"24/06 Law REN DRY VAULT SHIFT AFM MLM 2/'15/200 102 -036 8 N0. ,REVISION BY I REVIEW t .'DATE r FLSH -DO3 ''�'► '� s -�" 7c""' SCANNED MAY 0 12006 w r N O A y 1 0 0 zN O 00 0 zz 4 r ONE-LINE DIAGRAM SYMBOLS PANELBOAROS, SWITCHES, AND EQUIPMENT �\ CIRCUIT BREAKER SERVICE ENTRANCE, SWITCHGEAR, MOTOR CONTROL CENTER, OR XXX /YY - CB SIZE k N0. OF POLES PANELBOARD ET - ELECTRONIC TRIP TM - THERMAL MAGNETIC BREAKER MCP -MOTOR CIRCUIT PROTECTOR SURFACE MOUNTED PANELBOARD SE - SERVICE ENTRANCE GFI - GROUND FAULT INTERRUPTER FUSE FUSED SWITCH FLUSHED MOUNTED PANELBOARD —��- -- PLUG —IN CONNECTION PROPOSED EQUIPMENT RTM RUN TIME METER MOTOR OPERATION COUNTER F_ � EXISTING EQUIPMENT NXX FIELD CONTROL STATION WITH NEMA S�� • REQUIREMENTS. N1 - NEMA 1 SSRVS -SOLID STATE REDUCED N3R - NEMA 3R VOLTAGE STARTER N4 - NEMA 4 N4SS - NEMA 4 STAINLESS STEEL N4F - NEMA 4 FIBERGLASS N6 - NEMA 6 VARIABLE FREQUENCY DRIVE N12 - NEMA 12 6ASKEiED ti �-- EQUIPMENT MOUNTING STAND MOTOR STARTER A g MOTOR STARTER W/ OPERATOR � HEATER, WATTAGE NOTED C D DEVICES � A -HAND - OFF -AUTO � EQUIPMENT CONNECTION 6 - OPERATIONAL COUNTER C -RUN TIME METER D -RUN LIGHT E -FAIL LIGHT M SINGLE PHASE MOTOR. F - EMERGENCY STOP HORSEPOWER A5 NOTED OK KIRK KEY INTERLOCK `� L A MOTORIZED LOUVER ACTUATOR I POWER TRANSFORMER CONTROL POWER TRANSFORMER \ F %\ FAN MOTOR CONNECTION TRANSFORMER CURRENT TRANSFORMER �- VOLTAGE TRANSFORMER CONTACTOR T � CAPACITOR T ENGINE GENERATOR GENERATOR CONNECTION B RECEPTACLE N SOLID NEUTRAL TB TERMINAL BLOCK TRANSIENT VOLTAGE SURGE SUPPRESSOR TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR (ALTERNATIVE) --� 0--i I i SURGE ARRESTER GROUNDING SYSTEM SYMBOLS 1 GROUND METAL PIPE GROUND � CONNECTION POINT, EXOTHERMIC WELD. CADWELD OR APPROVED EQUAL. OGROUND ROD SIZED PER N.E.C. USE • EXOTHERMIC WELD CONNECTION AT THE GROUND ROD. PIGTAIL, BARE COPPER, LENGTH AS �v REQUIRED, 8' MINIMUM. � CONNECTION POINT, MECHANICAL, COMPRESSION TYPE. ELECTRICAL SITE PLAN SYMBOLS �— UTILITY POLE AND GUY WIRE T HH MANHOLE OR HANDHOIE HH BURIED POWER VAULT OR MANHOLE TELEPHONE VAULT OR PEDESTAL FIBER OPTICS VAULT OR PEDESTAL 04..t LUMINAIRE PAD -MOUNT TRANSFORMER 75 THREE PHASE MOTOR. HP HORSEPOWER AS NOTED HP SINGLE PHASE MOTOR. HORSEPOWER AS NOTED ELECTRICAL PLUG DISCONNECT SWITCH F FUSED 1­1 DISCONNECT SNATCH COMBINATION MOTOR STARTER AND DISCONNECT SWITCH RECEPTACLES AND JUNCTION BOX SYMBOLS OCEILING JUNCTION BOX WALL JUNCTION BOX FLOOR JUNCTION BOX DUPLEX WALL RECEPTACLE , 120V WP = WEATHERPROOF G = GROUNDED IG = ISOLATED GROUND GF = GROUND FAULT INTERRUPTER L 41:2N DOUBLE DUPLEX SINGLE RECEPTACLE, 120V SINGLE RECEPTACLE, 208V DUPLEX FLOOR RECEPTACLE, 120V SPECIAL PURPOSE WALL RECEPTACLE, RATING AS NOTED OQ CLOCK TV TELEVISION 44 TELEPHONE 44;Q TELEPHONE/DATA NTH CABLE aTELEPHONE/OATA WITHOUT CABLE �M LIGHTING FIXTURES /DEVICES O.FLUORESCENT FIXTURE WALL /CEILING MOUNTED FIXTURE EMERGENCY LIGHT VA1H SELF CONTAINED BATTERY O SURFACE OR PENDANT MOUNTED FIXTURE ORECESSED FIXTURE �iD lA0TI0N DETECTOR PC PHOTO CONTROL CELL SWITCH OUTLETS S STANDARD SWITCH, 120VAC, 20 AMP s 3-WAY SWITCH, 120VAC, 20 AMP 3 SWAY S 3-- POSITION SWITCH, 120VAC, 20 AMP, P, HOA HOA LABEL SWITCH POSITION HAND - OFF - MOTION OR PHOTO S SINGLE -POLE S PILOT -- LIGHTED DEE A - AMMETER VAR - VARMEiER P AH - AMPERE -HOUR VARH - VARHOUR METER S DOUBLE -POLE S KEY - OPERATED 2 VA -VOLT AMMETER K 2nd LETTER (READOUT 3rd LETTER (MODIFIER) S THREE WAY S LOW VOLTAGE 3 B C LV CONTROL CLOSED S FOUR WAY S MASTER 4 I I M O SD DIMMER © PUSHBUTTON G GAS { I GREEN BULB H ABBREVIATIONS SPDT - SINGLE POLE, DOUBLE THROW SPST - SINGLE POLE, SINGLE THROW DPST - DOUBLE POLE, SINGLE THROW WP - WEATHER -PROOF GFI - GROUND FAULT INTERRUPT P - POWER C - CONTROL J - INSTRUMENTATION PC - POWER do CONTROL CJ - CONTROL do INSTRUMENTATION CKT. - CIRCUIT C.O. - CONDUIT ONLY N.L. - NIGHT LIGHT AL. - ALUMINUM CU. - COPPER RST RESET PUSHBiUTTON TTI RUN 11ME METER OC OPERATION COUNTER -CPIL CONTROL POWER INDICATION LIGHT SFIL SEAL FAIL INDICATION LIGHT SFTR SEAL FAIL TRIP RESET OTIL OVER TEMPERATURE INDICATION LIGHT HLIL MOTOR OVERLDAD INDICATION LIGHT INDICATE TYPE BY INSTRUMENT METER LETTER GRC, 2 -'12 AND SIZE OF WIRE. FT ; A - AMMETER VAR - VARMEiER �r AH - AMPERE -HOUR VARH - VARHOUR METER 10© PF -POWER FACTOR W - WATTMETER INTRUSION SWITCH V - VOLTMETER WH - WATTHOUR METER AM VA -VOLT AMMETER 1st LETTER (MEASURED 2nd LETTER (READOUT 3rd LETTER (MODIFIER) 4 o cracurrWG LEOMn FIRE SYSTEM SYMBOLS 1 OHEAT DETECTOR S SMOKE DETECTOR FIRE ALARM DISPATCH STROBE ALARM FIRE ALARM AUDIBLE/VISUAL ALARM 1_J FIRE ALARM MANUAL PULL STATION ADDITIONAL SYMBOLS l LIMIT SWITCH LIMIT SWITCH - SQUARE D HEAVY DUTY TYPE C, CLASS O-zzz�O 9007 OR APPROVED EQUAL. SELECT ACTUATOR LEVER ARM BEST SUITED FOR APPLICATION. <s> SOUND SYSTEM SPEAKER B �-{ V SOUND SYSTEM VOLUME CONTROL DOORBELL VALVE SYMBOLS .PILOT VALVE SOLENOID II K I VALVE V \I I�I CHECK VALVE v II �X II CONTROL VALVE 1/ V P!D FORMAT / SUPERSCRIPT OH X= MEASURED OR INITIATING VARIABLE a ABC Y= READOUT OR FUNCTION Z= MODIFIER INSTRUMENT ABC =LOOP NUMBER BUBBLE SITS I"L�N L�G�N'D PROPOSED POWER ~--- -~--- �---- --- — PROPOSED SIGNAL OR TELEMETRY -- -w- -- -- — PROPOSED FIBER OP11CS PUILOING 0p FAGIL Ty FLAN LEGE,NI) 480 VOLT WIRING .120/240 VOLT WIRING CONTROL OR INSTRUMENTATION WIRING HOME RUN TO PANELBOARD OR AS INDICATED CONDUIT RUN, BROKEN AND CONTINUED SAME SHEET OR AS NOTED -\ftfjfU_Ujj'Ujf1- FLEXIBLE CONDUIT 1 1 i CONDUIT RUN. HATCH MARKS INDICATE NUMBER �Tr OF CONDUCTORS ROLL 2 0,� LADDER LOGIC SYMBOL LEGEND INDICATOR LIGHT INDICATOR LIGHT A -AMBER G -GREEN 8 -BLUE R -RED C -CLEAR LIMIT SWITCH �Q LIMIT SNATCH, NORMALLY OPEN LIMIT SWITCH LIMIT SWITCH, NORMALLY CLOSED TIME DELAY CONTACT O TIME DELAY CONTACT, NORMALLY OPEN, TIME TO CLOSE TIME DELAY CONTACT TIME DELAY CONTACT, NORMALLY CLOSED, TIME TO OPEN 11ME DELAY CONTACT CALLOUT INDICATING CONDUIT SIZE, NUMBER " GRC, 2 -'12 AND SIZE OF WIRE. FT ; CALLOUT INDICATING CONDUIT PER SCHEDULE TIME TO OPEN 10© TIME DELAY CONTACT INTRUSION SWITCH �LS \' LEVEL SWITCH SSA STANDARDS FOR P &1D Alt,- O V 1st LETTER (MEASURED 2nd LETTER (READOUT 3rd LETTER (MODIFIER) 4 o OR INITIATING VARIABLE) OR FUNCTION) A ANALYSIS ALARM B C BURNER COMMUNICATION CONTROL CLOSED D DENSITY TEMPERATURE TRANSMITTER E VOLTAGE I I O _._.___...4--------- F FLOW I I FAIL G GAS { I GREEN BULB H HAND I MANUAL I HIGH I CURRENT I INDICATE I J POWER - I I K - - TIME _ - -- I CONTROL STATION - { -- - - - - -- L LEVEL I LIGHT I LOW M MOTION I I MIDDLE N USERS CHOICE 0 USERS CHOICE { { OPEN cm P PRESSURE I I 0 QUANTITY {TOTALIZE R RADIATION I RECORD I RED BULB S SPEED I SWITCH I SOLENOID T TEMPERATURE I TRANSMITTER 0 1" 2" — — — — — T —MUL11 FUNCTION 7 U MULTI VARIABLE Dc No. E01 V VISCOSITY I VALVE I W WEIGHT I X UNCLASSIFIED I I Y USERS CHOICE I RELAY Z POSITION { I ROLL 2 0,� LADDER LOGIC SYMBOL LEGEND INDICATOR LIGHT INDICATOR LIGHT A -AMBER G -GREEN 8 -BLUE R -RED C -CLEAR LIMIT SWITCH �Q LIMIT SNATCH, NORMALLY OPEN LIMIT SWITCH LIMIT SWITCH, NORMALLY CLOSED TIME DELAY CONTACT O TIME DELAY CONTACT, NORMALLY OPEN, TIME TO CLOSE TIME DELAY CONTACT TIME DELAY CONTACT, NORMALLY CLOSED, TIME TO OPEN 11ME DELAY CONTACT ,•�� 0 TIME DELAY CONTACT, NORMALLY OPEN, FT ; FLOW TRANSMITTER TIME TO OPEN qS ANIC BUTTON TIME DELAY CONTACT INTRUSION SWITCH �LS \' LEVEL SWITCH TIME DELAY CONTACT, NORMALLY ' Alt,- O V CLOSED; TIME TD CLOSE 4 o Z SS SMOKE SWITCH RELAY CONTACT, NC LIMIT SWITCH — BPSV 11 RELAY CONTACT, INSTANTANEOUS CHANGE RELAY CONTACT, NO TEMPERATURE TRANSMITTER T pH TRANSMITTER TS PRESSURE SWITCH O PRESSURE SWITCH, NORMALLY OPEN PRESSURE SWITCH PRESSURE SWITCH, NORMALLY CLOSED RELAY RELAY (?lTR - Timed relay 23 CR -- Control relay FLOAT SWITCH O FLOAT SWITCH, NORMALLY OPEN FLOAT SWITCH FLOAT SIMTCH, NORMALLY CLOSED PUSHBUTTON Q__j L-0 PUSHBUTTON, NORMALLY CLOSED PUSHBUTTON PUSHBUTTON, NORMALLY OPEN O O THERMOSTAT 0- O TNERMO SWITCH, NORMALLY OPEN THERMOSTAT () --�--� iHERM4 SWITCH, NORMALLY LL05ED FLOWSWI TCH �0 FLOW5IMTCH, NORMALLY OPEN FLOWSWITCH ---0 FLOWSMTCH, NORMALLY CLOSED 2 POLE SWITCH i —� 3 POLE SWITCH P&ID-BURRI E IDENTIRCATION CHARS CALLOUTS EXISTING FUNCTION USING ISA STANDARDS OINSTRUMENT IDENTIFICATION BUBBLE OFIELD MOUNTED DEVICE OR INSTRUMENT FRONT PANEL MOUNTED INSTRUMENT OR DEVICE (LOCAL PANEL) BACK PANEL MOUNTED INSTRUMENT OR DEVICE (LOCAL PANEL) eFRONT PANEL MOUNTED INSTRUMENT OR DEVICE (LAB ROOM PANEL) OPERATOR INTERFACE DISPLAY (LOCAL PANEL) OPERATOR INTERFACE DISPLAY (LAB ROOM PANEL) GENERAL NOTES i, PS ' PRESSURE SWITCH ,•�� FLOW SWITCH PT : PRESSURE TRANSMITTER FT ; FLOW TRANSMITTER qS ANIC BUTTON ZS INTRUSION SWITCH �LS \' LEVEL SWITCH Z K�INTRUSION SWITCH - KEY Alt,- O V 4 o Z SS SMOKE SWITCH ZS LIMIT SWITCH — BPSV low Q T LEVEL TRANSMITTER ( TT TEMPERATURE TRANSMITTER T pH TRANSMITTER TS TEMPERATURE SWITCH 1. THIS IS A STANDARD LEGEND. NOT ALL OF THE INFORMATION SHOWN ON THIS PAGE WILL APPEAR IN THIS SET OF PLANS. 2. THESE DRAWINGS ARE DIAGRAMMATIC ONLY; EXACT LOCATIONS OF ELECTRICAL EQUIPMENT SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. THE INSTALLATION OF ALL EQUIPMENT SHOWN ON THESE DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE LATEST EDITIONS OF ALL APPLICABLE CODES AND UTILITY COMPANY STANDARDS. CONTACT THE UTILITY COMPANY REPRESENTATIVES AND VERIFY THEIR REQUIREMENTS. 3. NOTIFY THE ENGINEER IMMEDIATELY IF CONFLICTS IN EQUIPMENT LOCATIONS ARE INSCOVERED OR IF PROBLEMS ARISE DUE TO FIELD CONDITIONS. LACK OF INFORMATION OR ANY OTHER REASON. NO PAYMENT WILL BE MADE FOR CHANGES WHICH HAVE NOT BEEN FAVORABLY REVIEWED BY THE ENGINEER. f�,F- t157 BPSV - BACK PRESSURE SOLENOID VALVE 5-298705 REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER. P.E. 1/24/06 RH2 ENGINEERING INC. DATE . ,•�� 2 1QILL �` EVIKS 3 1 SICN19 101421104 MIL jEwwS 7 5 0 SXNBk 10142104 y Alt,- O V 4 o Z 0 low Q J Z IM W a Q IIIIIM = W Z uj J z Q IULa (j Ir U) Lu n0i W J Q cm ENGINEERS PLAN N E_RS SCIENTISTS RH2 ENGINEERING. INC. .4 7 r _ BELLINGHAM OFFICE 4' 4 41 : BOTHELL OFFICE EAST WENATCHEE OFFICE PORT ORCHARD OFFICE SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG PLOT: 1 Dc No. E01 E CMR F4vwwte MLM Doff JAN 31, 2006 SW T N0 vs 8 caw REN 102 -036 FILEMW FLSH -DO4 SCANNED MAY 0 12006 r r z N o 00 r � a H k�J z 1QQA 3P J NEW SERVICE ENTRANCE DISCONNECT LOCATED ON BACKSIDE OF SHELTER. =f_v EXISTING MANUAL TRANSFER SWITCH ,100 PANEL A, 120/240. B PHASE IS THE HIGH LEG. NOTE: CONTRACTOR SHALL REMOVE EXISTING PUMP CONTROL PANEL AND RETURN TO CITY SHOPS. CONTRACTOR SHALL VERIFY SPACE REQUIREMENTS PRIOR TO ORDERING (PROPOSED PUMP CONTROL PANEL. 200 b) 60 A NEW UTILITY IV METER LOCATED 200 ON BACKSIDE OF •' - ^ r-, SHELTER, 20 AMP, 120 VOLT, GFCI. , 0 L}. _ _-o M 200 0 120 VOLT, 20 AMP RATED HOA LIGHT _ } 100 SWITCH. LOCATE SWITCH IN ELECTRICAL --'� ,.� 200 �1 E' BUILDING (TYPICAL). SEE LIGHTING �, T 00 CIRCUIT DETAIL THIS SHEET. 'J 0 200 00 ��. oo EXISTING SURGE PROTECTIVE ^ - EF DEVICE. CONTRACTOR TO „ RECONNECT AS SHOWN. NEW THREE PHASE 120/240 ( 1 VOLT SERVICE WITH 208 EXISTING EMERGENCY POWER GENERATOR 200 241 221 - - VOLTS AVAILABLE FROM RECEPTACLE. CONTRACTOR SHALL RELOCATE ABOVE GRADE PHASE C TO NEUTRAL. ON OUTSIDE OF ELECTRICAL ENCLOSURE. ENE -LINE DIAGRAMI TO UTILITY POWER. NO SCALE L j REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER, P.E. 1/24,/06 RH2 ENGINEERING INC. DATE ELECTRICAL EQUIPMENT LEGEND Ao OUTSIDE AREA LIGHT - 10OW METAL HALIDE, 120 VOLT BALLAST, STONCO MODEL NO. PM A 250 MA 8, WITH 12 FOOT SQUARE ALUMINUM POLE, VALMOUNT MODEL NO. 1200 -40 40 4 N 4 Dl DDB. PROVIDE MOTION SENSOR WITH POTOCELL FEATURE AND ALL MOUNTING HARDWARE AND BASE PER MANUFACTURER'S RECOMMENDATION. ORIENTATE TO ILLUMINATE DRY WELL HATCH. SEE LIGHTING CIRCUIT DETAIL THIS SHEET FOR MORE INFORMATION. B FLOW METER - SEE SPECIFICATIONS FOR DETAILS. C WET WELL LEVEL TRANSMITTER - SEE SPECIFICATIONS FOR DETAILS. FLOOD SWITCH - SEE SPECIFICATIONS FOR DETAILS. Eo SHELTER LIGHT - 120 VAC, LITHONIA CATALOG NO. DM 2 32WT8 AR 120 GEB, OR EQUAL. ATTACH TO CEILING INSIDE SHELTER. F PRESSURE TRANSMITTER - SEE SPECIFICATIONS FOR MORE INFORMATION. G EXHAUST FAN - 120 VAC, 1 PHASE, & HP H WALL - MOUNTED COOLING THERMOSTAT - SNAP ACTION, SPST LINE VOLTAGE AIR SWITCH CONTROLLER RATED FOR Y HP MOTOR. RANGE: - 30• -100T SET AT 757, HONEYWELL MODEL NO. T631 C1103 OR EQUAL. LOCATION AS APPROVED BY ENGINEER. K FLOAT SWITCH - NORMALLY CLOSED. NEW PUMP CONTROL PANEL. • A TELEMETRY PANEL. • w K�c -rrn ruw-rni i j• � � • LSO �JaJ TRANSIENT VOLTAGE SURGE 60 AMP LOAD PANEL. PROTECTOR. NEW ELECTRICAL ENCLOSURE NO SCALE NEMA 3R JUNCTION BOX, SIZE PER NEC (TYPICAL). L YFT PT DI'1'WEILVAULT 0 ■ m EXISTING TELEMETRY CONTROL PANEL. 225 New rutip CONTpol- �15A 3P M1 --CPT j___— TM OC �. ESTOP CPlL_� SFIL OTIL HLIL 120V HAND SWITCH OFF AUTO r MOTION DETECTOR PHOTO CELL OUTDOOR LIGHTING CIRCUIT DETAIL BELOW GRADE NO SCALE s - 2 OG STANDARD CABLE/CONDUIT SCHEDULE MARK CONDUCTORS GROUND CONDUIT MARK CONDUCTORS GROUND CONDUIT MARK CONDUCTORS CONDUIT 100 (3) - #3 (1) - #3 1 1/2 220 (2) - #14 (1) - #14 1/2- 240 (1) -2- CONDUCTOR SHIELDED CABLE 3/4" a 221 (4) - #14 (1) - #14 1/2" 241 (2) -2- CONDUCTOR SHIELDED CABLE 3/4" 222 (6) - #14 (1) - #14 1/2" 242 (3)- 2- CONDUCTOR SHIELDED CABLE 3/4" 200 (2) - #12 (1) - #12 1/2" 223 (8) - #14 (1) - #14 3/4" 243 (4)- 2- CONDUCTOR SHIELDED CABLE 3/4" 201 (3) - #12 (1) - #12 1/2" 224 (10) - #14 (1) - 114 3/4" 244 (5) -2- CONDUCTOR SHIELDED CABLE 1" 202 (2) -- #10 (1) - #10 112" 225 (12) - #14 (1) - 114 3/4" 245 (6) -2- CONDUCTOR SHIELDED CABLE 1 1/4- 203 (3) - 110 (1) - #10 3/4" 226 (14) - #14 (1) - #14 1" 246 (7)- 2- CONDUCTOR SHIELDED CABLE 1 1/2 204 (2) - 18 (1) - #10 3/4" 227 (16) - #14 (1) - 114 1" 247 (8) -2- CONDUCTOR SHIELDED CABLE 1 1/2" 205 (3) - 18 (1) - 110 3/4" 228 (18) - #14 (1) - 114 1" 248 (9) -2- CONDUCTOR SHIELDED CABLE 2" 206 (2) -16 (1) - #10 1" 229 (20) - #14 (1) - 114 1" 249 (10)- 2- CONDUCTOR SHIELDED CABLE 2" 207 (3) -16 (1) - #10 In 230 (24) - #14 (1) - 114 1 1/4" 250 (1) -3- CONDUCTOR SHIELDED CABLE 1" 208 (2) -16 (1) - 18 1" 231 (25) - #14 (1) - 114 1 1/4" 251 (1) -4- CONDUCTOR SHIELDED CABLE 1" 209 (3) -#6 (1) - #8 1" 232 (30) - #14 (1) - #14 1 1/4" 252 MANUFACTURER'S CABLE 112" 210 (3) - #4 (1) — #8 1 1/4" 233 (32) - #14 (1) - #14 1 1/4" 253 TELEPHONE CABLE (1 -PAIR) 112" 211 (3) - #3 (1) - #8 1 1/4" 234 (36) -#14 (1) - 114 1 1/4" 254 TELEPHONE CABLE (2 -PAIR) 1/2" 212 (3) - 12 (1) -#6 1 1/2" 235 (40) - #14 (42) - #14 (1) - 114 (1) - 114 1 1/4" 1 112" 255 256 TELEPHONE CABLE (4 PAIR) TELEPHONE CABLE (6 -PAIR) 3/4" 1" 213 (3) - #1 (1) -#6 1 1/2" 236 214 (2) - #8 1/2" 237 (4$) - 114 (1) - #14 1 112" 257 NETWORK CABLE 1" 2XX 2XX DENOTES COMMON CONDUIT (INCREASE CONDUIT SIZE IF REWIRED). ROLL 2 01+1'2 L1 > o-i�o-! L2 I � L3 t i CIRCUIT BREAKER CL 0 i W PUMP CONTROL DIAGRAM LINE REACTORS ,-- VFD 240 VAC TO 120 VAC TR1 VFD- CONTROL MODULE CALL CR1 �.a OL T1 XT2 y� T3 SEE 0 &M MANUAL FOR CONTROL LOGIC AS- BUILTS FROM PANEL MANUFACTURER. r, w �c CPR 100/1, FAN CR1 0 FRTm�- '= OC — 120VAC 1-11 I FNM 1/2 24VAC FNM 1/2 2 10 o- RESET 6 7 CONTROL POWER ON ---CPR POIAER FAIL TO* TELEMETRY I - - _ _ - - - --i M7- 17B COOLING FANS AS REQUIRED. VFD RUN CR1 I - -� -- TELM- TB I PUMP RUN TO TELEMETRY i - - - - -- TAM -TB VFD FAIL CR2 I I PUMP FAIL TO TELEMETRY I I - - - - -- -TEL ELAPSED TIME METER OPERATION COUNTER El( WS 3 SIGN19 10192104 sierra 10142ib4 • t \NTO� ' DorD­ SENSORT2 MOTOR - _ - CR3 - - - TEEM TB -•" r Tl OUTPUT 5 ;.� I - I HIGH TEMPERATURE TO RUGID 1 HIGH TEMP 3 I _____o I L--- - - - - -- M T9 E N G I N E E R S 4 PLANNERS CR4 SCIENTIST5 11 LEAKAGE g TE M � I RH2 ENGINEERING. INC. I SEAL FAIL TO RUGID 8 �------------ __4TTELM -TB MC MC BELLINGIHAM OFFICE 1 3 11 $ CR3 MOTOR HIGH TEMPERATURE ' r. BOTHELL OFFICE MC 4. 1 4 9 CR4 PUMP MOISTURE EAST WENATCHEE OFFICE PUMP CALL CR3 CR5 PORT ORCHARD OFFICE no- 1 � = 1 .� TR1 INTERPOSE RELAY 100 SET DELAY FOR 10 SECONDS �. CR 5 __ LOW LEVEL FLOAT r - - TEEM -TB -- r-- CR5 I - � � SCALE: SHOWN �4 `a'� '�'? 1 LOW LEVEL TO RUGID wm I _' T -TB 0 CR3 ----- - - - --- �R� km2� " —a-� HIGH TEMPERATURE LIGHT DRAWING IS NOT TO SCALE IF BAR IS NOT 2 "LONG CR4 1 PLOT 1 w N0 ---o- R , SEAL FAIL LIGHT ENOWM CMR E02 CR5 � REWWD MI.M R LOW LEVEL LIGHT iT im »< JAN 31, 2006 SET ;; ual- REN 6 xe w 102 -036 JF8 2 REVISED TO CONFORM TO CONSTRUCTION RECORDS D,� MM 1 /24/06 N0. BY REVIEW DATE Ito~ FLSH -DO5 2 58 7U to SCANNED MAY 0 12006 n a4 a 0 z, k�4 9 0 Z O Q J 0 Q � a �ui o z z o° J ia- W UN Z O um J O O N ' DorD­ SENSORT2 MOTOR - _ - CR3 - - - TEEM TB -•" r Tl OUTPUT 5 ;.� I - I HIGH TEMPERATURE TO RUGID 1 HIGH TEMP 3 I _____o I L--- - - - - -- M T9 E N G I N E E R S 4 PLANNERS CR4 SCIENTIST5 11 LEAKAGE g TE M � I RH2 ENGINEERING. INC. I SEAL FAIL TO RUGID 8 �------------ __4TTELM -TB MC MC BELLINGIHAM OFFICE 1 3 11 $ CR3 MOTOR HIGH TEMPERATURE ' r. BOTHELL OFFICE MC 4. 1 4 9 CR4 PUMP MOISTURE EAST WENATCHEE OFFICE PUMP CALL CR3 CR5 PORT ORCHARD OFFICE no- 1 � = 1 .� TR1 INTERPOSE RELAY 100 SET DELAY FOR 10 SECONDS �. CR 5 __ LOW LEVEL FLOAT r - - TEEM -TB -- r-- CR5 I - � � SCALE: SHOWN �4 `a'� '�'? 1 LOW LEVEL TO RUGID wm I _' T -TB 0 CR3 ----- - - - --- �R� km2� " —a-� HIGH TEMPERATURE LIGHT DRAWING IS NOT TO SCALE IF BAR IS NOT 2 "LONG CR4 1 PLOT 1 w N0 ---o- R , SEAL FAIL LIGHT ENOWM CMR E02 CR5 � REWWD MI.M R LOW LEVEL LIGHT iT im »< JAN 31, 2006 SET ;; ual- REN 6 xe w 102 -036 JF8 2 REVISED TO CONFORM TO CONSTRUCTION RECORDS D,� MM 1 /24/06 N0. BY REVIEW DATE Ito~ FLSH -DO5 2 58 7U to SCANNED MAY 0 12006 n a4 a 0 z, k�4 9 0 .L L• p � of •W, lG •� � A 2 in ORAL jE rPMS 3 s � SIGNED.- 101112IN ItIL� SHEAR GATE HANDLE �!` °* ' i APCO COMBINATION •�� AIR VALVE RELIEF PVC PIPE ROUTE TO INSTALL HANDLE LATCH TO SIDE OF ACCESS PROPOSED CLA —VAL 55F X" PRESSURE NEAREST DRAIN/ EXIT AS HATCH. LOCATION SHALL NOT CONFLICT + RELIEF VALVE RATED FOR 150 PSI SHOWN SUPPORT AS WITH OPENING A �x OPE G ND CLOSING F HAT sass 0 CH. WORKING PRESSURE OR APPROVED EQUAL. REQUIRED. OPENING SETPOINT SHALL BE SET DURING PROPOSED CONDUIT STARTUP. RANGE: 0 -30 PSI ExPMWS 7/15 :?(M 51GNSk f0142104 Y4* PRESSURE RELIEF � - • VALVE DISCHARGE PIPE °:' TRANSDUCER CABLE. ( - 4 BRASS BALL VALVE EXISTING 8" CI INLET PIPE ` �:.�: 4" DI SCH 40 PVC PIPE -" PRESSURE RELIEF ! ; : (APPROX 8 IN LENGTH). VALVE INLET PIPE SCH 80 PVC i ; :. NIPPLES > NIPPLES + HEAD BRASS BALL VALVE NQT�: GATE ALL PIPE AND FITTINGS TO BE INS SCH 80 THREADED PVC - SECURE TO WALL WITH STAINLESS STEEL CLAMPS AT 36 OC. 1 r T 4" PIPE SADDLE 4" X 1" PIPE SADDLE 4 ACTUATOR HANDLE. FIELD 4" DI PIPE W __ _ _ _ LOCATED AS APPROVED BY i I '• _ N N R. LEVEL TRANSDUCER. EE E GI WET WELL FLOOR PROPOSED PIPE SUPPORT = EQUAL TO STANDON�=l�° FLANGE (TYP.) SUPPORT OR APPROVED EQUAL ..... . jj VA FLQQE VAULT FLOOR • _ _ - _ . HINGE BOLT a O ,ec s 4 sec is d 450-BEVEL-CUT BOTTDW OF PIPE STARTING AT CENTERLINE. J �' PRESSURE RELIEF VALVE DETAIL A APCO COMBINATION AIR RELIEF S HEER GATE DETAIL LEVEL TRANSM ITTER z B NOTES NOT TO SCALE 114 M01 M01 NT NOT TO SCALE M01 NOT TO SCALE 0 1. PROVIDE AND INSTALL STAINLESS 0 W VALVE DETAIL CONTRACTOR TO ADAPT STEEL MOUNTING BRACKETS, 36 O.C. a NOT TO SCALE GATE TO EXISTING PIPE Z W ..J Z uj a cc a 0 z cm) u � a z a Q a cro LEGEND U) tu U) 07 1/4" POLYETHYLENE TUBING WITH COMPRESSION RING ENDS. COIL EACH SECTION FOR O NOTE VIBRATION ISOLATION. TELEMETRY ANTENNA NOT Q 2 1/4n BRASS TEE (S X S) 0 SHOWN FOR CLARITY. RT NEW ENTRANCE SERVICE NEW UTILITY METER ENCLOSURE. 0 1/4" BRASS TUBING (5 X S) — - USE PROPOSED 12 "x12" OPENING IN 4Z DISCONNECT. SHORT NIPPLES ON VERTICAL PIPING Q EXISTING BUILDING FOR EXHAUST FAN. N ELECTRICAL SHELTER ROOF PROVIDE 2x4 PROPOSED EXHAUST FAN FRAMING TO SUPPORT ACME PROPOSED E 0 �, 4G 1/4" BRASS GAUGE COCK (S X S) EQUAL TO EXHAUST FAN. - I.E. 242 -B -4A. 1 "x2' CEDAR TRIM. PAINT TO MATCH Ir 6" MIN EXISTING BUILDING. NEW UTILITY METER - BRUSHED ALUMINUM GAUGE PLATE - ENCLOSURE. � NEW UTILITY METER . 8" X 12" X 1 /4" THICK, MOUNTED ENCLOSURE. '} 12' TO ANGLE BRACKET WITH 1/2" DIA. E N G ! N E E R S EXISTING EMERGENC POWER STAINLESS STEEL NUTS, BOLTS >_> L A N N E R S GENERATOR RECEPTACLE. ice► AND WASHERS. T s SURFACE MOUNTED PRESSURE CENTER TRANSMITTER -SEE SPECIFICATIONS 4" SS SURFACE MOUNTED GLYCERINE FILLED RH2 ENGINEERING. INC. SERVICE ENTRANCE NEW SERVICE ENTRANCE �-- DISCONNECT., DISCONNECT. , """" ` I GAUGE, RANGE AS SPECIFIED. ..... QJ r. x,. �� , NEW EXISTING ELECIRICAL _ SHELTER ,,.*,w•+r"'*'" BELLINGHAM OFFICE DEBUR A ND FINISH EDGES 1"x2" CEDAR TRIM. PAINT TO EXISTING ELECTRICAL ,,- 4 1 �j MATCH EXISTING BUILDING. SHELTER " { ,� � • CONDUIT TO PUMP CONTROL PANEL. BOTHELL OFFICE ' a •✓ USE FLEX CONDUIT BETWEEN • 'r��', " 2 WATER MAIN AND WALL OR FLOOR •�� 1 /4 NPT PROPOSED INTAKE LOUVER. PIPE TAP �``•� 4 EAST WENATCHEE OFFICE PROPOSED 12 "x12" OPENING INT ± . ,;, EXISTING BUILDING FOR INTAKE 1/2* FLEX CONDUIT PORT ORCHARD OFFICE LOUVER. PROVIDE 2 "x4" FRAMING TO TRANSMITTER TO SUPPORT INTAKE LOUVER. SECURE AT ANGLE WITH EXISTING CONCRETE PAD EXISTING CONCRETE PAD BULKHEAD FITTINGS EXHAUST FAN AND INTAKE LOUVER DETAIL DETA1LrE**"N SCALE: SHOWN GAUGE AND PRESSURE SWITCH ASSEMBLY NTS NTS 01 0 1" 2" DRAWING IS by T TO SCALE IF BAR IS NOT 2" LONG REVISED TO CONFORM PLOT. 24 CMG NO 'TO CONSTRUCTION RECORDS Ewow SM A M02 1wwwn MLM MARK MILLER, P.E. 3/24/06 DAW 1ET I RH2 ENGINEERING INC. DATE JAN 31, 2006 �+T REN — 7 12\ REVISED TO CONFORM TO CONSTRUCTION RECORDS DJB MM 1/24/06 Mo. 102 -036 g No >. RFVISION BY REVIFW DATE i FLS14 -M01 70 7 SCANNED MAY 0 12006 • a� a a 0 00 4 r N H z° x r � a k%44 z EDGE OF PAVEMENT EXISTING TELEPHONE VAULT. `\ DO NOT DISTURB. �A EXISTING POWER POLE. DO NOT ayA DISTURB. EXISTING CONTROL PANEL. DO NOT DISTURB. EXISTING CONCRETE PAD EXISTING VENTS. DO NOT DISTURB. EXISTING BRICK WALL. DO NOT DISTURB. EXISTING WATER BOX. DO NOT DISTURB. r /J• I R TEMPORARY CONSTRUCTION FENCE TO PROVIDE SECURITY AND SAFETY DURING CONSTRUCTION. -. EXISTING 96" INSIDE DIAMETER CONCRETE MANHOLE. EXISTING BELOW GRADE LIFT ✓` STATION. R EXISTING STEEL VESSEL. EXISTING SITE PLAN 1 ' -5' PROPOSED SITE PLAN t' : 5' M n } EXISTING ACCESS HATCH TRAFFIC LANE MUST REMAIN OPEN AT ALL TIMES AFTER WORKING HOURS. SHORT DELAYS ALLOWED FOR CONSTRUCTION AS APPROVED ' BY OWNER. MATCH ELEVATION TO E CONCRET J SAWCUT ASPHALT TO ASSIST IN REMOVAL OF MANHOLE / LID. REPAVE AFTER MANHOLE LID IS REPLACED. rnnr nr n A ►irur►it SLOPE FOR DRAINAGE TOP OF WET WELL LID TO BE LEVEL WITH TOP OF CONCRETE SLAB EXPANSION JOINT EXISTING GRADE �� .. r � �' 4 -° v � ° •- 4 _ °' mil EXISTING CONCRETE PAD NATIVE MATERIAL SUPPORT EXISTING SOIL FROM UNDERMINING EXISTING STEEL VESSEL. EXISTING LADDER 4IHOIST. 4STURB. I -HOLE I yr xL. I lU"- W I IMA 1 LU I J i nl%,n. rtLMOVE AND DISPOSE OF TOP SLAB. 2 #5 T&B; ADDL BARS TYP RST #509 T &B A CO3 1 KEY NOTES 1 MANHOLE ACCESS HATCHES TO BE DOUBLE LEAF, ALUMINUM DIAMOND PLATE, WITH CAPTIVE BOLTS EQUAL TO LW PRODUCTS COMPANY, INC. TYPE HD WITH ALL STAINLESS STEEL HARDWARE AND FASTENERS. DOORS LOCK IN VERTICAL POSITION MAiHWT MOVEMENT, SPRING OR PISTON ASSIST OPENING, ODOR RESISTANT GASKET, MILL FINISH, RECESSED HASP COVERED WITH HINGED LID. HATCHES SHALL BE LW PRODUCTS OR BILCO. NO SUBSTITUTIONS. THE ENTIRE ACCESS HATCH SHALL BE H- 20(AASHTO) RATED. 1"-2" CLEAR FROM TUBE TO EDGE OF HATCH 1 #5 Tk6 EXTEND 2' -0' 7° CENTERLINE LADDER RUNG TO BEYOND OPENING TYP 4 SIDES EDGE OF HATCH OPENING OR 1" MIN CLEAR TO STEEL TUBE. PROPOSED MANHOLE TOP PLAN EXISTING WATER BOX. PROPOSED ALUMINUM ACCESS 1 HATCH LW HD -3 (36 "x36 ") OR EQUAL. #509" EW T &B PROPOSED PRECAST WET WELL LID C• " - .y • ' r - w AS REQUIRED (16" ASSUMED) i Y PROPOSED MANHOLE PROFILE o, 112 1 ROLL 2 0.� f FZ GROUT AS REQUIRED FOR UNIFORM BEARING 160 EXISTING CONCRETE MANHOLE EXISTING MANHOLE TOP EXISTING RISER rvic^nun nnuvnnr nnv 1 Ill r" T.wAllI -ral■84 EXISTING STEEL ENTRANCE TUBE TO REMAIN. EXISTING MANHOLE AFTER IMPROVEMENTS 5-298 ?08 REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER. P.E. 1124 /06 RH2 ENGINEERING INC. DATE Asp '4 of �'"�►. '�G 2 ts�ss�' amt. EXPIRES 3 9 SIGNED. 10112104 mlL Ir EWWS 725 200 SICKM 10 42 oOd y i NT O 0 z KEY NOTES 1 MANHOLE ACCESS HATCHES TO BE DOUBLE LEAF, ALUMINUM DIAMOND PLATE, WITH CAPTIVE BOLTS EQUAL TO LW PRODUCTS COMPANY, INC. TYPE HD WITH ALL STAINLESS STEEL HARDWARE AND FASTENERS. DOORS LOCK IN VERTICAL POSITION MAiHWT MOVEMENT, SPRING OR PISTON ASSIST OPENING, ODOR RESISTANT GASKET, MILL FINISH, RECESSED HASP COVERED WITH HINGED LID. HATCHES SHALL BE LW PRODUCTS OR BILCO. NO SUBSTITUTIONS. THE ENTIRE ACCESS HATCH SHALL BE H- 20(AASHTO) RATED. 1"-2" CLEAR FROM TUBE TO EDGE OF HATCH 1 #5 Tk6 EXTEND 2' -0' 7° CENTERLINE LADDER RUNG TO BEYOND OPENING TYP 4 SIDES EDGE OF HATCH OPENING OR 1" MIN CLEAR TO STEEL TUBE. PROPOSED MANHOLE TOP PLAN EXISTING WATER BOX. PROPOSED ALUMINUM ACCESS 1 HATCH LW HD -3 (36 "x36 ") OR EQUAL. #509" EW T &B PROPOSED PRECAST WET WELL LID C• " - .y • ' r - w AS REQUIRED (16" ASSUMED) i Y PROPOSED MANHOLE PROFILE o, 112 1 ROLL 2 0.� f FZ GROUT AS REQUIRED FOR UNIFORM BEARING 160 EXISTING CONCRETE MANHOLE EXISTING MANHOLE TOP EXISTING RISER rvic^nun nnuvnnr nnv 1 Ill r" T.wAllI -ral■84 EXISTING STEEL ENTRANCE TUBE TO REMAIN. EXISTING MANHOLE AFTER IMPROVEMENTS 5-298 ?08 REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER. P.E. 1124 /06 RH2 ENGINEERING INC. DATE Asp '4 of �'"�►. '�G 2 ts�ss�' amt. EXPIRES 3 9 SIGNED. 10112104 mlL Ir EWWS 725 200 SICKM 10 42 oOd y i NT O 0 z z a Z Z 0 .W Z to a a p a U U) CL Z L Lu W � � Z J J = 0 0 W W - � a a U) LL -Z W E N G I N E E R t tj PLANNER SCIENTISM RI-12 ENGINEERING. INC. BELLINGHAM OFFICE BOTH ELL OFFICE EAST WENATCHEE OFFICE PORT ORCHARD OFFICE SCAIE� SHOWN 0 1" 2" DRAWING IS Nv T TO SCALE IF BAR IS NOT 2" LONG PLOT: 20 m m c NO E11 WER SMA C R�YE+MED oAh JAN 31, 2006 S SWET W 'A EMT REN 8 we w 102 -036 8 FLS -P- SITEPLAN ;2-9&7o& SCANNED MAY 0 12006 r N K cn �-3 � p z 000 G7 r °z 1� �i