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HomeMy WebLinkAboutPLANS REVISIONS - 14-00154 - Pier 340 Mobile Home Park - Civil Site Planf LOCATED IN THE SOUTHWEST 1/4 OF SECTION 24, T. 6N., R. 39E., B.M., MADISON COUNTY, IDAHO APPROVED BY: _ CITY OF REXBURG ENGINEERING DEPARTMENT APPROVED BY: CITY OF REXBURG FIRE DEPARTMENT APPROVED BY: APPROVED BY: F_'TJJ;T#nl �� 7 ROCKY MOUNTAIN POWER CENTURY LINK INTERMOUNTAIN GAS LANDSCAPE/GREENSPACE/SNOW STORAGE 1. LANDSCAPING REQUIRED OVER 20% OF TOTAL AREA AND 10% OF TOTAL PLOWED AREA REQUIRED FOR SNOW STORAGE. ELECTRICAL NOTES: 1. ALL WORK TO BE IN ACCORDANCE WITH ROCKY MOUNTAIN POWER REQUIREMENTS. 2. DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH POWER COMPANY FOR INSTALLATION OF CONDUITS AND POWER FOR THIS PROJECT WATER NOTES: 1. WATER MAINS AND SERVICES IN PROJECT DRIVEWAY WILL BE PVC. 2. ALL WATER MAIN PIPE IN CITY ROW IS TO BE DUCTILE IRON PIPE. POTABLE WATER SERVICE LINE PIPE IS TO BE ONE INCH AWWA C-901 CLASS 200 SDR 7 IPS PE (UNLESS SHOWN OTHERWISE). CONSTRUCT WATER SERVICE CONNECTIONS PER ISPWC DETAIL SD -401 INCLUDING METER BOX, PIPING AND FITTINGS UP TO BUT NOT INCLUDING THE WATER METER. 3. MINIMUM COVER OVER WATER LINES IS 6 FEET. 4. THRUST BLOCKS SHALL BE PLACED AT ALL DIRECTION CHANGES IN THE PRESSURE PIPE PER THE 2008 ISPWC DETAIL SD -403. PROVIDE TEMPORARY CAPS AND TEMPORARY END THRUST BLOCKS AT ALL TEMPORARY WATERLINE TERMINATION POINTS AS REQUIRED DUE TO PHASED DEVELOPMENT. 5. ALL FIRE HYDRANTS TO BE WATEROUS WB 67-250, PAINTED RED, INSTALLED WITH A KOCHECH MODEL SZ MC 5045-3-7-Y STORZ FITTING AND CAP. 6. FIRE HYDRANTS SHALL HAVE TWO 2-1/2" DIAMETER HOSE NOZZLES, AND ONE 4-1/2" DIAMETER HOSE NOZZLE. 7. COORDINATE ALL METER INSTALLATIONS WITH THE CITY OF REXBURG. 8. WATER PIPE MUST HAVE A MINIMUM SEPARATION DISTANCE OF 10' HORIZONTALLY AND 18" VERTICALLY FROM ANY SANITARY SEWER OR STORM SEWER MEASURED FROM THE EDGE OF EACH PIPE AS OUTLINED IN THE ISPWC 2008 STANDARD DRAWINGS SD -407. 9. COORDINATE LOCATION OF WATER METERS FOR SPRINKLING SYSTEM WITH OWNER'S SPRINKLER IRRIGATION PLAN. 10. CONSTRUCT WATERLINES TO 5' OUTSIDE PHASE LIMITS. PLACE TEMPORARY BLIND FLANGE AND THRUST RESTRAINT AT TEMPORARY END, IF MECHANICAL THRUST RESTRAINTS ARE USED (SUCH AS EBAA IRON MEGALUGS) RESTRAIN 3 PIPE BELL JOINTS FROM THE TEMPORARY END. MARK END CAP LOCATION WITH A POST. 11. USE HOT TAP CONNECTIONS PER CITY OF REXBURG STANDARDS. 12. TEST, FLUSH, AND DISINFECT CONSTRUCTED PIPE PER THE 2008 ISPWC SECTIONS 401.3.6 AND 401.3.9. 13. COMPLY STRICTLY TO MANUFACTURER INSTALLATION REQUIREMENTS IN REGARDS TO PULLED JOINTS ON THE WATERLINE WORK. USE STANDARD ELBOWS WHEREVER POSSIBLE IN LIEU OF PULLING JOINTS EVEN IF THE JOINT PULLS ARE WITHIN MANUFACTURE INSTALLATION TOLERANCES. 14. ALL WATER PIPES SHALL INCLUDE ALL APPURTENANCES INCLUDING BUT NOT LIMITED TO TEES, VALVES, ETC.... 15. WATER METERS SHALL BE INSTALLED PER CITY OF REXBURG STANDARDS (BY OTHERS). Alexhurg ldaArr PROJECT PROJECT CONTACTS CITY OF REXBURG ENGINEERING DEPARTMENT DEQ DIGLINE (CALL BEFORE YOU DIG) EAGLE ROCK ENGINEERING PROJECT ENGINEER PROJECT MANAGER JOHN MILLAR MCKAY ANDERSEN KURT ROLAND (208)359-3020 (208) 528-2650 (800)342-1585 (208)757-7625 (208) 757-7625 COVER VICINITY MAP/LOCATION MAP/NOTES/INDEX/ABBREVIATIONS/CONTACTS C-1 OVERALL GRADING SITE PLAN C-2 OVERALL UTILITIES SITE PLAN PP -1 PLAN & PROFILE PP -2 PLAN & PROFILE PP -3 PLAN & PROFILE PP -4 PLAN & PROFILE D-1 DETAILS ABBREVIATIONS EL. ELEVATION FF FINISHED FLOOR INV INVERT O.C. ON CENTER REQ'D REQUIRED STD STANDARD TEMP TEMPORARY TYP TYPICAL TBC TOP BACK OF CURB DWG DRAWING FL FLOW LINE OF CURB X -TBC EXISTING TOP BACK OF CURB X EXISTING BTM BOTTOM FO FINISHED OIL GRADE EO EDGE OF OIL SEWER NOTES: 1. ALL SANITARY SEWER MAIN LINE PIPING IS TO BE ASTM D-3034 SDR 35. 2. ALL STORM SEWER PIPING IS TO BE ADS N 12 HDPE S65 RIBBED PIPE. 3. ALL SEWER SERVICES TO EACH BUILDING ARE TO BE 4 IN. SDR 35 PVC UNLESS SHOWN OTHERWISE. ALL SANITARY SEWER SERVICES SHALL EXTEND 15 FEET INTO THE PROPERTY AND BE MARKED WITH A 2x4 4. GRADE ALL FINISH SURFACES AWAY FROM MANHOLE LIDS. 5. TEST GRAVITY SEWER PIPE PER ISPWC SECTIONS 501.3.4. 6. CONSTRUCT ALL SANITARY SEWER MANHOLES PER ISPWC 2008 STANDARD DRAWINGS SD -501. 7. ALL PIPE BEDDING TO BE CONSTRUCTED PER ISPWC 2008 STANDARD DRAWINGS SD -301 & SD -302. 8. ALL SANITARY SEWER SERVICE LINES ARE TO BE CONSTRUCTED PER ISPWC 2008 STANDARD DRAWINGS SD -511, SD -511A, AND SD -512. 9. DO NOT ALLOW MORE THAN 12" OF GRADE RINGS ON MANHOLES BEING RAISED. 10. PRESSURE SEWER SHALL BE ANSI/AWWA C900 CLASS 200 DR14 PVC PIPE OR APPROVED EQUIVALENT. PLACE THRUST BLOCKS ON ALL BENDS, ELBOWS, & TEES. 11. INSTALL AIR RELIEF VALVES AT HIGH POINTS IN PRESSURE SEWER TO PREVENT AIR LOCKING. 12. LEAK TEST PRESSURE SEWER ACCORDING TO SECTION 401.36 AND 505.33 OF ISPWC. 13. PRESSURE SEWER JOINTS WILL COMPRISE FACTORY INSTALLED GASKETS CONFORMING TO ASTM -F477 AND BELL AND SPIGOT ENDS OR APPROVED EQUIVALENT. VICINITY MAP GENERAL NOTES 1. SPECIFICATIONS AND DRAWINGS FOR THIS WORK SHALL BE PER CITY OF REXBURG STANDARDS AND ISPWC STANDARDS. THE DETAIL DRAWINGS HEREIN SUPPLEMENT THE CITY OF REXBURG STANDARDS. 2. BED PIPE IN NATIVE MATERIAL FREE OF ROCKS LARGER THAN 1 INCH IN DIAMETER AS BEDDING. IF ROCKS LARGER THAN 1 INCH ARE PRESENT, USE CRUSHED AGGREGATE OR SAND AS APPROVED BY THE ENGINEER. 3. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO BID. IN CASE OF CONFLICT THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK. 4. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISE NOTED 5. THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, TREES, UTILITIES, DITCHES, CULVERTS, FENCES, MAILBOXES, SIGNS, LIGHTPOLES, HEADGATES, AND ALL OTHER MISCELLANEOUS ITEMS. ANY DAMAGE DONE BY THE CONTRACTOR TO EXISTING STRUCTURES TO REMAIN, SHALL BE REPAIRED AT CONTRACTORS EXPENSE. 6. GENERAL LOCATIONS AND SIZES OF EXISTING UTILITIES ARE SHOWN ON THE PLANS. THEY ARE TO BE USED FOR GENERAL INFORMATION ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHT INTERFERE WITH NORMAL OPERATION OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE APPROPRIATE UTILITY COMPANY FIELD -LOCATE ANY EXISTING UTILITIES WHICH MIGHT BE AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SERVICE OF EXISTING UTILITIES AND FOR RESTORING ANY UTILITIES DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL, DISPOSAL SITES, AND ANY ADDITIONAL MATERIALS THAT MAY BE NECESSARY FOR PROPER CONSTRUCTION OF THIS PROJECT. 8. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR TESTING, COMPACTION AND DUST CONTROL MEASURES. 9. THE CONTRACTOR SHALL PROVIDE REQUIRED TRAFFIC CONTROL IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES- r m cn O 0m z + > O w w Z 0 o a o u Q 0 ZW o Y > Lu to G w o z a Y M Z 'zT Q < Q a M w a Q u (D rz 2 m X C6 Lu r m cn O 0m z + > O w w Z 0 o a o u Q 0 O Q Q (D rz m X Lu i H N Lu S H N e --I 0 = M 0 O Z W 0 NZ m w Z Q W z Lu w N F w (� Z U j LEGEND Q W � x — ROADWAY CENTERLINE W O ce SECTION LINE hal z ° z8 PARCEL BOUNDARY I f K Z PROPERTY LINE �o O N EASEMENT " e ------ -- EXISTING FENCE U� s TBC NOTES 74.50 PROPOSED GRADE 1. EMERGENCY AC SS SIDEWALK TO BE CONSTRUCTED OF CONCRETE (RATED FOR 75K LBS) WITH A SIGN CONTOURS POSTED EVERYZO-STATINC, THAT THIS 15 AN EMERGENCY FIRE ACCESS. e 46 4iV 2, 0 40' —EO— EDGE OF OIL 2. SIDEWALKS THROUGHOUT THE PROJECT SHALL BE 6 INCHES THICK TO ACCOMMODATE VEHICLE TRAFFIC. 4e g/W ----- RIGHT OF WAY 3. ON STREET PARKING IS NOT ALLOWED. THE ROAD SHALL BE SIGNED PER APPENDIX D103.6 OF THE IFC. SCALE: 1'= 40.0' EXISTING UNDERGROUND TELEPHONE LINE 4. ROCKY MOUNTAIN POWER DESIGNED TRENCHING FOR POWER AND OTHER UTILITIES REFER TO THEIR PLAN FOR TRENCHING OF THOSE UTILITIES. EXISTING GAS LINE POWER & UTILITIES TRENCH SEE NOTE 4 ' ----- 'J? — -- k -- — T- EXISTING HOUSE C INV:4847.84 J a NSTALL CATCH BA51N #5 GRAT€=48 0.45 z = INV=488.07 J > X N SNOW U — W Q STORAGE 3 1 - �os°°o°oO °°°QO °00 ° 0 0°0°° . D o 0025' SETBACK °0°0000°00°000°00° LANDSCAPE BULDERS °°00 o00000000oO PROTEA LIFTATiON 0 °O o°°�OOQCO °°0 0°O°O°0N•000°0°00°°00°°°°° 0° 14 a°°°00 0MAIBO00°0° Z FOFO 0k- . N T LLLI STATION:--� ` I Ii I PI �I h II O EXISTING &4" ER MAIN — + 20 NGRESIEGRESS _ �LEV V=4841.0 -LASEM U+ -,)U– 4' I 1+00—'wTrSO-- t= J INSTALL STALL 'FLOW METER PROVIDE Y -THE CITY OF f5l. I tX9URG I 4'MANHOLE BARLLR L W/ RAVEL FLOOR. FO INJIL RED ER (8" TO 6"), 0 5t 6 D TRA ER UPSTREAM 50.20 ,-�OFIAET tINSTALLBELL EXISTING FO 'TO 8" OWNSTREA MAILso$esl5Z87 F METE1 3 X 3 EXISTING CABLE BOX EXISTING PHONE LINE XI � I� x EXISTING HYDRANT AND WATER VALVE 10' X xG 79' 4" PRESSURE SEWER MAIN X Lry 7 O x w ' 3 ) x2 0 3 I t I s x � ( j ¢ TIE INTO EXISTING N890 45' 24"E — 0851 1006.50' 4850 —�7- "•849 20' PLAY 084 BBALL IN1 o 43.0' STORM POND �GRouruo couRr - — JI 1 6. BOLLARD (TYP.) SEE DETAIL 11 SHEET D-1 4 I 17' 7 NEW ASPHALT INSTALL CATCH BASIN #4 5 TIE INTO EXISTING GRATE:4850.90 SEPTIC TANK 8TM:4848.40 TIE INTO EXISTING SEPTIC TANK STORM WATER CALCULAT/ONS W Area 107,500 (ft) EArea I131,250 (ftz) Rain 1.3 (in) Rain 1.3 (in) Rain 11,646 (ft3) Rain E14,219 (ft) W Pond E Pond Area Depth Volume Area Depth Volume (ft') (ft) (ft) (ft) (ft) (ft) 6,403 8,226 4,907 1 5,655 5,880 1 7,053 3,585 1 4,246 3,640 1 4,760 2.360 1 2,973 1,520 1 2, 580 Total -` z L(1 INSTALL CATCH BASIN #3 GRATE:4850.90 BOLLARD (TYP.) BTM:4848.27 SEE DETAIL 11 SHEET D-1 FOL 4' j! t 7 9'x20' DRIVEWAYS Lfl 00630'- _. 1(' - it _... 1('' --_.-_— 5890 36'59"W INSTALL CATCH BASIN #2 MOBILE HOME FOOTPRINT GRATE:4850.77 BTM:4848.27 J ,I ,.I L (1 — ENR I` 53.45 ` r I, I I INV:4848.00bt - Tl" fl f, I L w � o c { C7 2.8 52.85 1(1 FO, .5 END WATER LINE \-GEOTEXTILE FABRIC PROPERTY LINE j- -T- 2 2 1/2" ASPHALT PLANTENI� 3 1/2" - 3/4" AGGREGATE BASE L 12" TYP 12" GRANULAR BORROW GRANULAR BORROW PRIME COAT N89° 45' 24"E 2642.28' INSTALL CATCH BASIN #1 G RATE:4850.90 BTM:4848.40 4' 15' ASPHALT FL 15' ASPHALT 4' SIDEWALK �- 2% SIDEWALK \-GEOTEXTILE FABRIC PROPERTY LINE j- -T- 2 2 1/2" ASPHALT PLANTENI� 3 1/2" - 3/4" AGGREGATE BASE L 12" TYP 12" GRANULAR BORROW GRANULAR BORROW PRIME COAT N89° 45' 24"E 2642.28' INSTALL CATCH BASIN #1 G RATE:4850.90 BTM:4848.40 71 SCALE: 1"= 40.0' I i SNOW �- UT — �. \\\\ STORAGE I 3 t 4. °O°°°O00°O° O°0° 25' SETBACK °°°o°o°o°o° o°o°o LANDSCAPE B4 ULDERS °o°o°o°o°g°o°o°o° PROTECT LIFT. TATION, I °o°o°ovoOo°o°°o.'o 1 O°O°60°O°000°O°° STORM POND iI o ` °o°moo°o°o°o°o°o° E[NV=:484 484 .78 3 o MAILBOX oo° o p 000°o°oho n z oallu_uoo oo°oo°oo WE .68 1�15T LL LII TSTATION I , TIE INTO EXISTT G 0R" TER MAIN �-- = } 20' INGRESS/EGRESS -_ 17' LEV V=4841,0 ^ _ F_ , j - - t EASEMENT I 1 ;:DO �L STALL 'FLOW ME7ER0+}f�. a u+SU 4'i+00 1+au 2 -- I ' P�tO�IIDE YTHECITY OF - `REX9URG 14 4' MANHOLE B� ROL W/ RAVEL FLOOR. INST ftRED ER (8"70 6"), BOLLARD Af DSTRR ER UPSTREAM x FFWET It INSTALL BELL EXISTING IN ALL SSN H #5 O8" DOWNSTREA MAIL BO ES RI =4850. OF METE {t N I V=4844 2 x I jj r; I E I V=4844. 2 4" PRESSURE SEWER MAIN CURB STOP 50' WATER SERVICE — 40' SEWER SERVICE - TRAILER WATER, SEWER, & POWER DETAIL ROAD N89° 45'24"E 1006.50' 50 849 20' 94 LcBOURT] b L -- UT 6' EI #3 W INV= 1846. 2 4' I , cos — 5+00� Y 5+50 H�- 7 1 j 17 I� 9'x20' DRIVEWAYS In � - In - lr do 50'I n1- 589° 36' 59"W ENTRANCE DOOR NOTE: 1. DRIVEWAYS ALWAYS ON LEFT SIDE OF LOT WHEN FACING LOT FROM ROAD. 2. POWER, GAS, FIBER, OWEST, CABLE ONE TOGO INTO SAME TRENCH. 3. THREADED CAP AT END OF EACH SEWER SERVICE. 4. SHUT OF VALVE AT END OF EACH WATER SERVICE. 15'SETBACK TO REAR OF TRAILER 1n END WATER INSTALL SSMH 30.00' 4wg-jRIM=4852.72 4850 485 INV:4848.00 -- �1T -- U,T !I 1 W u U t: r t7 Z m w x a wo z W < w wu V z� ON x W g � Z" Q � rI I �O N d j s a j Q x Q w r I � EXISTING CABLE BOX M � m, w u o. V1 � z x z � U EXISTING PHONE LINE xi a I Z w C7 c v m w v 3 m 0 LY I rL w Z a d V w u 0 L O� x Q Y �I IWC '00 O W G EXISTING F d HYDRA TAND j WATER VALVE 10' m cII j 3 x r� 79, 4" PRESSURE SEWER MAIN CURB STOP 50' WATER SERVICE — 40' SEWER SERVICE - TRAILER WATER, SEWER, & POWER DETAIL ROAD N89° 45'24"E 1006.50' 50 849 20' 94 LcBOURT] b L -- UT 6' EI #3 W INV= 1846. 2 4' I , cos — 5+00� Y 5+50 H�- 7 1 j 17 I� 9'x20' DRIVEWAYS In � - In - lr do 50'I n1- 589° 36' 59"W ENTRANCE DOOR NOTE: 1. DRIVEWAYS ALWAYS ON LEFT SIDE OF LOT WHEN FACING LOT FROM ROAD. 2. POWER, GAS, FIBER, OWEST, CABLE ONE TOGO INTO SAME TRENCH. 3. THREADED CAP AT END OF EACH SEWER SERVICE. 4. SHUT OF VALVE AT END OF EACH WATER SERVICE. 15'SETBACK TO REAR OF TRAILER 1n END WATER INSTALL SSMH 30.00' 4wg-jRIM=4852.72 4850 485 INV:4848.00 -- �1T -- U,T !I 1 91 INSTALLSSMH 2 i r RIM -495110W _ INV=4847.97 Ev a _.1 L_' O —� O I _ w a +79 '� 5.00' " )0 6+50 7+O43 7+50 8+01, 8.50 1 I --- ;r6E[R- t iTTR4N-,AROUNr) RADIUS 4•N I ( J-. j­j - 1 �n �n ;�I — — �;, �Oo'Ln — ��I END WATER LINE PAMAGELifTSTAT/ON AVAILABLE FROM PUMP TECH CO., IDAHO FALLS. CONTACT BARRYCAZIER (208) 529-6868 DUPLEX SUBMERSIBLE NON -CLOG 0.5HP PUMP SYSTEM, SK HSSO MODEL PUMPS 2" EZ OUT RAIL SYSTEM WITH STAINLESS RAILS 17' STAINLESS LIFT CHAIN DUPLEX CONTROL PANEL IN NEMA 4X ENCLOSURE WITH FLASHING ALARM LIGHT, FLOATS, ALTERNATING CIRCUIT HOA SWITCH HYDROMATIC MODEL 3900 FLOAT SWITCHES MODEL PL -1 X-6 SIMPLEX ELECTRICAL JUNCTION BOX FIBER GLASS BASIN 60' DIAMETER x 144" DEEP WITH FACTORY BUILT DISCHARGE PIPING VALVES HATCH AND ANTT FLOAT FLANGE CONTRACTOR NEEDS TO HIRE ELECTRICIAN AND CORRELATE WITH ROCKY MOUNTAIN POWER AND PUMP TECH TO BRING POWER TO THE LIFT STATION PANEL. INSTALL A DISCONNECT AND A METER BASE AHEAD OF THE CONTROL PANEL. PROVIDE A 110 VOLT RECEPTACLE W/GFI NEAT THE CONTROL PANEL. TOP OF TANK BASIN: 4850.00 ELECTRICITY IN ELEVATION: 4849.00 INVERT IN ELEVATION: 4844.80 HIGH LEVEL ALARM ELEVATION: 4843.00 SECONDARY PUMP ON ELEVATION: 4842.00 PRIMARY PUMP ON ELEVATION: 4841.00 PUMP OFF ELEVATION: 4839.00 BOTTOM BASIN ELEVATION: 4838.00 N89" 45'24"E 2642.28' — W u U t: r t7 91 INSTALLSSMH 2 i r RIM -495110W _ INV=4847.97 Ev a _.1 L_' O —� O I _ w a +79 '� 5.00' " )0 6+50 7+O43 7+50 8+01, 8.50 1 I --- ;r6E[R- t iTTR4N-,AROUNr) RADIUS 4•N I ( J-. j­j - 1 �n �n ;�I — — �;, �Oo'Ln — ��I END WATER LINE PAMAGELifTSTAT/ON AVAILABLE FROM PUMP TECH CO., IDAHO FALLS. CONTACT BARRYCAZIER (208) 529-6868 DUPLEX SUBMERSIBLE NON -CLOG 0.5HP PUMP SYSTEM, SK HSSO MODEL PUMPS 2" EZ OUT RAIL SYSTEM WITH STAINLESS RAILS 17' STAINLESS LIFT CHAIN DUPLEX CONTROL PANEL IN NEMA 4X ENCLOSURE WITH FLASHING ALARM LIGHT, FLOATS, ALTERNATING CIRCUIT HOA SWITCH HYDROMATIC MODEL 3900 FLOAT SWITCHES MODEL PL -1 X-6 SIMPLEX ELECTRICAL JUNCTION BOX FIBER GLASS BASIN 60' DIAMETER x 144" DEEP WITH FACTORY BUILT DISCHARGE PIPING VALVES HATCH AND ANTT FLOAT FLANGE CONTRACTOR NEEDS TO HIRE ELECTRICIAN AND CORRELATE WITH ROCKY MOUNTAIN POWER AND PUMP TECH TO BRING POWER TO THE LIFT STATION PANEL. INSTALL A DISCONNECT AND A METER BASE AHEAD OF THE CONTROL PANEL. PROVIDE A 110 VOLT RECEPTACLE W/GFI NEAT THE CONTROL PANEL. TOP OF TANK BASIN: 4850.00 ELECTRICITY IN ELEVATION: 4849.00 INVERT IN ELEVATION: 4844.80 HIGH LEVEL ALARM ELEVATION: 4843.00 SECONDARY PUMP ON ELEVATION: 4842.00 PRIMARY PUMP ON ELEVATION: 4841.00 PUMP OFF ELEVATION: 4839.00 BOTTOM BASIN ELEVATION: 4838.00 N89" 45'24"E 2642.28' — ca W u U r t7 Z m w z a wo z W < w wu V z� ON W g � Z" Q � rI II �O N d j s a j Q U Q w r ca W }N N r t7 Z m w z a z W < w N ON W g II s a j Q w Q w j 0. � V M � O w z o. V1 0 z m z � U `- w O Z w C7 c v m w v 3 m 0 rL w Z a d V w u 0 O� Y Q Y IWC '00 O W G d m ca }N Q Q m Im z z W < w N W s a j Q w Q w J 0. � V M � O D Q o. V1 0 z u 0 � U w O Z w c v m w v 3 m 0 o o v � v w Z a d V w u 0 O� w IWC '00 O W G 15.00' a� w ° OS �y w Z Q J CL W N W j D J � Q M � I= W W_ a 0 w O Z w zN W V N �lr � " Q�! � D � 9 BEFORE �a DIG LINE 1-800-342-1585 SITE KEY g c: INV:4847.84 0 1 -+ 43.0' STORM POND gi X � _ k: TOP EXISTING WATER r a LPC N_689658.415 '\ SNOW -- - " - - - - UT - E-748205.3,8 STORAGE ELEV.=4844.60 o ° o 4%" 25' SETBACK °°A®o°o°�°v°df0v°o° - - - -- c 0 0 0 0 0 0 0 LANDSCAPE BOULDERS LIfTSTATION 00000�oo° °o°o°o° PROTECT LIFT TATION INV=4844.00 �� hoodoo°, oo°000aoo Lu LITE MONUMENI�SIGN °�°o°40000,0) °o°o°o°o°+ INST LLSSMH #4 \ o o s3 0 0 0 0 0 0 IM=4851.46 °° Sa°o°o°O°O°o° E NV=X1845.78 s MAILBOX \// o�o °oQ°o°o FO F0 W NV=4845.68 rc = ° FO FO o 0 0 0 0 _..� 52.87 F ILL LI STATION 7i- TIE INTO EXI,,,,,,JJJ,,,..,dd" TER MAIN __,7 "'"I" - 20')NGRESS EGRESS - _ '_LEV III (_ I EASEMENT x o .00 Z+ Ro+ t+su 4'! 1+00 1+5u 2�K30 INS LL FLOWMETE- 9 PRO IDE Y_THE I CITY OF - F iREXBURG I4 4' MANHOLE BARREL W/ RAVEL FLOOR. FO INSTALL RED ER (8" TO 6"), 0.20 sts s�.O7 L :_ _ _ AND STRA ER UPSTREAM I 5 F NIET INSTALL BELL INSTALL SS H #5 FO } 6 FO (V IO 8" OWNSTREA I RIM=4850. 2.87 1 1.07 t I OF METE _ N INV=4844 22 f E INV=4844.2 DRIVEWAY x °ir S CONSTRUCTION ITEMS: OINSTALL ASPHALT PAVING (TYP.) INSTALL CATCH BASIN PER (TYP.) OINSTALL MANHOLE TYPE 1 (TYP.) aINSTALL 4" SANITARY SEWER SERVICE (TYP.) OINSTALL WATER MAIN VALVE (TYP.) ® INSTALLFIRE HYDRANT (TYP.) OINSATLL 1" WATER SERVICE (TYP.) 49 20' ssau INV:4848.00- ry COURT INSTALL 2 INCH WATERLINE ® INSTALL FIRE LANE NO PARKING SIGNS EVERY 150 FEET, SAME SIZE 40' nT 0 40' END WATER LINE FO SCALE: t" = 40.0' 5 .t5 VERT SCALE: V = 4.0' INSTALL SSMH 1 RIM=4852.72 51NV=4848.50 11 INV' 8. 0' - 1 J W Vim p W Vim X N UT JT C7 Jce Z a ,- M 6' N V O N W C+ > p l .-, z Lu z w Z W a a b0, m F z a Q w INSTALL SSM #3 DRIVEWAY✓ �- Q Fo - O. RIM=4852.30 u -71 E INV=4846.E � � sells � � JF4 � 1 p Z W INV=4846.2 FJ [-!T,-071 -- w g c: INV:4847.84 0 1 -+ 43.0' STORM POND gi X � _ k: TOP EXISTING WATER r a LPC N_689658.415 '\ SNOW -- - " - - - - UT - E-748205.3,8 STORAGE ELEV.=4844.60 o ° o 4%" 25' SETBACK °°A®o°o°�°v°df0v°o° - - - -- c 0 0 0 0 0 0 0 LANDSCAPE BOULDERS LIfTSTATION 00000�oo° °o°o°o° PROTECT LIFT TATION INV=4844.00 �� hoodoo°, oo°000aoo Lu LITE MONUMENI�SIGN °�°o°40000,0) °o°o°o°o°+ INST LLSSMH #4 \ o o s3 0 0 0 0 0 0 IM=4851.46 °° Sa°o°o°O°O°o° E NV=X1845.78 s MAILBOX \// o�o °oQ°o°o FO F0 W NV=4845.68 rc = ° FO FO o 0 0 0 0 _..� 52.87 F ILL LI STATION 7i- TIE INTO EXI,,,,,,JJJ,,,..,dd" TER MAIN __,7 "'"I" - 20')NGRESS EGRESS - _ '_LEV III (_ I EASEMENT x o .00 Z+ Ro+ t+su 4'! 1+00 1+5u 2�K30 INS LL FLOWMETE- 9 PRO IDE Y_THE I CITY OF - F iREXBURG I4 4' MANHOLE BARREL W/ RAVEL FLOOR. FO INSTALL RED ER (8" TO 6"), 0.20 sts s�.O7 L :_ _ _ AND STRA ER UPSTREAM I 5 F NIET INSTALL BELL INSTALL SS H #5 FO } 6 FO (V IO 8" OWNSTREA I RIM=4850. 2.87 1 1.07 t I OF METE _ N INV=4844 22 f E INV=4844.2 DRIVEWAY x °ir S CONSTRUCTION ITEMS: OINSTALL ASPHALT PAVING (TYP.) INSTALL CATCH BASIN PER (TYP.) OINSTALL MANHOLE TYPE 1 (TYP.) aINSTALL 4" SANITARY SEWER SERVICE (TYP.) OINSTALL WATER MAIN VALVE (TYP.) ® INSTALLFIRE HYDRANT (TYP.) OINSATLL 1" WATER SERVICE (TYP.) 49 20' ssau INV:4848.00- ry COURT INSTALL 2 INCH WATERLINE ® INSTALL FIRE LANE NO PARKING SIGNS EVERY 150 FEET, SAME SIZE 40' nT 0 40' END WATER LINE FO SCALE: t" = 40.0' 5 .t5 VERT SCALE: V = 4.0' INSTALL SSMH 1 RIM=4852.72 51NV=4848.50 4 1 a 2 or W INV -4847.87 5 / I /-N ENV 4847.97 16'- `// = ---- 9.25 ` 1 - , 4+5n 5+0 1 5+50 6+00 6+50 7+00 7x50 8+tJ a &1501 +79 30_ - - - - - - 5.0o'- 6- -. --- k.J 9 I 9 . 6.28' t- I - _ 5 I 40 RADIUS _ III FO I F0 IURN-AROUND i FO'FO 0 I -- ! FO f ) ) f { 8 i i I - 1 \ 4 30' 4r2.85 x _ lin -- i n - J n [n _ - xINSTALL CATCH BASIN #2 FO a ) INSTALL CATCH BASIN #4 lat INSTALL CATCH BASIN #3 GRATE:4850.77 0.55 END WATER LINE GRATE:4850.90 GRATE:4850.90 BTM:4848 27 EXISTING FENCE ' BTM:4848.40 BTM:4848.27 INSTALL CATCH BASIN #1 G RATE:4850.90 BTM:4848.40 11 INV' 8. 0' - 1 J W Vim p W Vim X N UT JT C7 Jce Z a ,- M 6' N V O N W C+ > p l .-, z Lu z w Z W a a b0, m F z a Q w INSTALL SSM #3 DRIVEWAY✓ �- Q Fo - O. RIM=4852.30 u -71 E INV=4846.E � � �l�'• � � JF4 � 1 p Z W INV=4846.2 FJ [-!T,-071 -- w 9,l t+- -- W FO +, - - ... FO + . ?.oO , INSTALLSSMH RIM=4851.10 2 c d 4 1 a 2 or W INV -4847.87 5 / I /-N ENV 4847.97 16'- `// = ---- 9.25 ` 1 - , 4+5n 5+0 1 5+50 6+00 6+50 7+00 7x50 8+tJ a &1501 +79 30_ - - - - - - 5.0o'- 6- -. --- k.J 9 I 9 . 6.28' t- I - _ 5 I 40 RADIUS _ III FO I F0 IURN-AROUND i FO'FO 0 I -- ! FO f ) ) f { 8 i i I - 1 \ 4 30' 4r2.85 x _ lin -- i n - J n [n _ - xINSTALL CATCH BASIN #2 FO a ) INSTALL CATCH BASIN #4 lat INSTALL CATCH BASIN #3 GRATE:4850.77 0.55 END WATER LINE GRATE:4850.90 GRATE:4850.90 BTM:4848 27 EXISTING FENCE ' BTM:4848.40 BTM:4848.27 INSTALL CATCH BASIN #1 G RATE:4850.90 BTM:4848.40 N r+ o cv)\ h � 11 J W Vim p W Vim X N w w a C7 Jce Z a Z '9 „ z21 M Q N V O N W p > p N r+ o cv)\ h � r� J W 0 p W Z N 0 a C7 Z c z M Q Z V N W p > p .. .-, z Lu z w Z W a a b0, m F z a Q w > Y Q O. u 2 [O m � � p Z w w W v O Q z d C7 d' W J W Vi Z a d Q w Q w V u c o �" N fd IO Y Ii O O O W d y W O d v« Ez w v p m W MIX N- E 0 m v m O A •10- N W N r+ o cv)\ h � W J W 0 cc a v c z M Q Z W a a z Lu z W W a a N N koc"�- SITE KEY Z CONSTRUCTION ITEMS:INSTALL ASPHALT PAVING (TYPJ wE ___ -� M_INSTALL CATCH BASIN PER (TYP.)zEFORE �� z� O INSTALL MANHOLE TYPE 1 (TYP.) bTIT ruill wiz DIG LINE 1-800-342-1585 ~{ ry ® INSTALL 4" SANITARY SEWER SERVICE (TYP.) m� �x OINSTALL WATER MAIN VALVE (TYP.) 0 40' 20' 0 49 O aINSTALL FIRE HYDRANT (TYP.) `rte SCALE: 1"=40.0' Jc VERT SCALE: I'=4.0 Q 1 NSATLL I" WATER SERVICE (TYP.) `i'' 4 A 90 _/,6 --- 1 zo7 L 06 7 C 0+50 i •OU 1+5U 2 G I -71, y i� [�4U INSTALL CATCH BASIN #1 GRATE:4851.34 BTM:4848.84 W INVE7 RIM= —N INV=4847. :' S INV=4 ' Ili i I -n - -{ -- ill 4862 ................... i'1 X S G �if, . ............... W M ---- - - - - -- .� Ln GHP --GHP Z Ln . ........ — .......... 1 .... :..... ..... .... _.....:..... gw W< : TIE 4" PRESSURE SEWER q :...........I ....: N. 12TH WEST a- .......... .... .O 0),* .... ............ .. .. .. ..F ............-.............. FINISHED 0Ln o INSTALL 55 4 H #1 w .............. GRADE... . <� ¢ 'I- v > „>, . EXISTING R I M=452.72 GROUND .... . S INV=4$48.50 O CATCH BASIN #1 _ GRATUM90....90_. INSTALL SSMH #2 i BTM:4848.40 RIM=4851.10 128:66 L.F. OF 8" PVC @u -d•�t1%' W INV=4847:87... .. . .... . N INV=4847.97 - 217.79 L:F, OF 4" WATERLINE" END END WATER WATER : LINE LINE 4832 ............................................... 1 EXISTING SSMH RIM:4856.11 INV=4841.51 110+00 �t110+50 EXISTING SDMH RIM:4856.18 INV=4847.18 m m a EXISTING SDMH RIM:4855.89 E, N,S, W, INV=484! R/W 111+00 111+50 EXISTING SS l STUB EXISTING SSMH RIM:4856.1B S, W, N INV =4842.18 N -- R/W R/W - R/W R, W- R/W — WW -,.R/W -- R/W R/W R/W R/W - ...-OHF-- --BIiP.-.:-_f78iG', /W-- R/W OHp - 4e, Q w W M o GHP - GHP --GHP Z N . ........ — .......... 4e, Q w W M o a li Z N . ........ — .......... 1 .... :..... ..... .... _.....:..... gw ;.... TIE 4" PRESSURE SEWER q :...........I ....: N. 12TH WEST Q ........... M = ------ .... ..... _ ...-....-.......... ............-.............. ...... _ ...........-....... 4834 ui N - - a O � o :.... 4832 0 �..... ..... ..... .....:..... ..... w_ Z > 45` PIPE m FD ¢ a' co / FIELD VERIFY INVERT �EO-Tf- w Y Q � Y Q C5 Z d W V '.t �� __ s ,'-' e.. .e. 5 4'Pa •-•---^�-4t.�Jc Q m � 1 1 1 DoH d gg tri cr" `l OLL z N� o ¢ W J_ li 4838 . ........ — .......... ..... ..........:..... ..... .... :..... ..... .... _.....:..... .....:.... ;.... TIE 4" PRESSURE SEWER ......... ..... ..... . _ . :...........I ....: N. 12TH WEST ........... ........... M -..- ------ .... ..... _ ...-....-.......... ............-.............. ...... _ ...........-....... 4834 ui 45 WITH DROP SSMH WITH - a .... :.... 4832 0 �..... ..... ..... .....:..... ..... :. .....:..... .....:.....:..... 1..... 45` PIPE co / FIELD VERIFY INVERT �EO-Tf- m Y Q C5 Z W z�-�--�•� .�_�i -=: = '.t �� __ s ,'-' e.. .e. 5 4'Pa •-•---^�-4t.�Jc Q m � 7"--112+'00 112+50 113+00 11_ 114+00 - 714+9 M €� --- 116+00 -116+50— 117+00 3`J"SU-)- — 3➢"S'u -3-- ... 117+50 118+00 _- 3p,•Sg�-. _-- 3C :. >--- - "G' SD -T- _-_ 3G"S9) z 'V Q W -� .. J O to Z — 30"S➢ -r--1 — 3G"5➢-�--- — 30"Spd- 30"SD 30'SD->-- -- 30^SD -T-- — 3p•,S➢-T-,.. �.30"S'D-E-- 30"SD-3-- -- 30"SO >_- -._- vf _- ,��p"S�➢,,,->--- ___ -''R/W .RIWI�.._R/G _.- N U R/W R -/W -.'-R/V--R/W__.� $fW.--_ R/W __-. R/W--RI/v R/W R/W - R/iJ R/WZ-=R/W- _ �, ..._ _-.R/W---- `�:i•'--k'ie�t/w- Q Q Q d O R' m F- m o q c o w a w r c v = c V N yD @ w 3 a m o` 0 o w - STUB EAST INVERT OUT 6' 'n O v Yw w o FIELD VERIFY INVERT Z F 00 c H u °, ry yZj 9 o E 1 1 1 DoH d gg tri cr" `l OLL z N� o ¢ W J_ li 4838 . ........ — .......... ..... ..........:..... ..... .... :..... ..... .... _.....:..... .....:.... ;.... .... ..... ...... .... ......... ..... ..... . _ . :...........I ....: 4836 ........... ........... M -..- ------ .... ..... _ ...-....-.......... ............-.............. ...... _ ...........-....... 4834 ui 45 a a .... :.... 4832 0 �..... ..... ..... .....:..... ..... :. .....:..... .....:.....:..... 1..... -... 1 1 1 DoH d gg tri cr" `l OLL z N� o ¢ W J_ li 0 W a o Z M Q ui 45 a a z W ¢ N 0 I zLu w w tn a � Ka �J BIG LINE 1-30€1-342-1585 t.lw -- k/w 3HP — R/w DHP - - SITE KEY R/W R/W — CHP ra R/W R/W R/w AHP PefW OH R/W R/Wclvtp 11 0 0t1 _ , ,:. 120+50 0 - - -- 0 � 12 —.9 0"SIPS— k 30 -SU -3-- - — ' ,-S) --- m"SD 4T— --- 30'51'-3-- --�-- 30"SI7-)-- — 30"fE 4---'- j- _..-. I .. - --- Rd' -�' �'—' R>W _ R/W---R/id _H.'Lf-�--- F�7�7 17Iw----�` R/W-- CL 0 - Lu w Lr) w LLI C!"3 z Q 486E 4864 4862 4860 4858 4856 4854 4852 4850 4848 4846 4844 4842 4840 4838 4836 4834 4832 M. 12TH WEST x — - — x - x v 2632.65' _— - 500' 20' 04"E - -- - �1_ - V _ ..._ -� .PS t -t- 5� � .vo 30"SR )— 30"SDS 121+00 --I 3rSD3D"FD t-._. _ 30^SD.}.... I .---._ �_. .__---. k:W- R/W R/W--- RIW' --- fY7\J -f2/W' RYYd�__.._ R11w- —R/ia! R W .. R/w- R/W R/W R/W R/W R R/WR/W 11HP- R/W R/W-- 7+0 . 27+50 128+00 1.28+a0 E0 „129*00 327 �0 :a 26+0.f1, 1_: 12., 0 4 C� r a 4 F 'Ct — R/W R/W— R/W R/W- -_.,. R/W--..._..... R/W R ---.— R/W —------ R/'%4/W-- CL oLLJ w 4s.P cry u.P z J V d 0 �...� V ;� CONSTRUCTION ITEMS: �, w INSTALL ASPHALT PAVING (TYP.) 0 I INSTALL CATCH BASIN PER (TYP.) f� INSTALL MANHOLE TYPE 1 (TYP,) 47—� ,O 7- INSTALL 4" SANITARY SEWER SERVICE (TYP.) "' FAN l C 40'0 Q INSTALL WATER MAIN VALVE (TYP.) 0, a --4848 _ INSTALLEIRE HYDRANT (TYP.) VERT SCALE: 1'=4.0' 4� 4 INSTALL 1" WATER SERVICE (TYP.) w � ,7,c LU x — - — x - x v 2632.65' _— - 500' 20' 04"E - -- - �1_ - V _ ..._ -� .PS t -t- 5� � .vo 30"SR )— 30"SDS 121+00 --I 3rSD3D"FD t-._. _ 30^SD.}.... I .---._ �_. .__---. k:W- R/W R/W--- RIW' --- fY7\J -f2/W' RYYd�__.._ R11w- —R/ia! R W .. R/w- R/W R/W R/W R/W R R/WR/W 11HP- R/W R/W-- 7+0 . 27+50 128+00 1.28+a0 E0 „129*00 327 �0 :a 26+0.f1, 1_: 12., 0 4 C� r a 4 F 'Ct — R/W R/W— R/W R/W- -_.,. R/W--..._..... R/W R ---.— R/W —------ R/'%4/W-- CL oLLJ w 4s.P cry u.P z J V d 0 w Z 0 T 0 I cr vi 4858 0 w > a --4848 4856 °C r 4854 w z LU , rf -4840 0 "tV�':` CL -4838 in C) Z --48'36 c� x q LLJ n --4832 cap m 0 m u1 Z LU c�a I O < Q Q ❑ CL i2. Q u CS E3 Q i vii � u c c c3 c o CL m m s a� c c m cz� �• 2 2 a w O C Y © C u W C V a+ C zC Y L r ' v— 3 -c c esn rn + bo d H� Uo w w o m w -485:2 -4$50 z 4860 O cr vi 4858 0 w o a --4848 4856 °C r 4854 -'4842 -485:2 -4$50 H Q � --4848 -4846 -4844 -'4842 LU W -4840 0 "tV�':` CL -4838 in C) Z --48'36 c� --4834 LLJ C. C. --4832 E13141 z I CL I� L N k r. � � 5 DIG LINE 1-800--342-1585 SITE KEY z� 4866- 4864- 4862- 4860- 4858- 4856- 4854- 4852- 4850- 4848- 4846 8C6 -4864-4862-4860-4858-4856- 4854- 4852- 4850-48484845 4844 4842 4840 4838 4836 4834 4832 4830 -- ,JHP w -- 11HP R -- OHP R/'w R/W T�--- (1 j AHP R/W ; R/Y.!__-- �Y .LJ YJ EMS: CONSTRUCTION ITEMS: (1 j INSTALL ASPHALT PAVING (TYP-) ha �p INSTALL CATCH BASIN PER (TYP,) �Y .LJ YJ INSTALL MANHOLE TYPE 1 (TYP.) ro L CL INSTALL 4" SANITARY SEWER SERVICE (TYP.) ° INSTALL WATER MAIN VALVE (TYP.) 6 INSTALLFIRE HYDRANT (TYP.) (�) INSATI_L 1" WATER SERVICE (TYP.) X k -- X X &f X— X -- GIAP X— X PHP - R/+w --- R/w -- R/W— R/W R/W - R/W - RP-' IX X x— XI]HP X X - OHP X x x �X - R/W ----- R/+,' - - R/W -- R/W R/W --1 R/Gf- .X-- X — x ---xX- VIHP ❑Hf R/W R/W R/W N. 12TH WEST ' � f may. -,� .k� I, Fs� , � :` I \ ..!�• r - - O 135 ���--- -s+5 +90 - — + I•,I +50 1[1� D0 1 X503 iE�� t- t`- 4 I �a4 f'S 4��Py5 4"'�'� R/W— RtW R/W - RtW R/W—R/W R/W R/W—RtW ILLR/W-- R/W — R/W - R/W R/W — R/w' Y/W - 'T. a INSTALL SSMH#5 FLIM=4852.54 E INV=4845.11 S INV -4845.01 ❑HP --- R/W--R NOW 20E 04';1 Ilk 4 1 z z m 40`0, 0 407 0�9 109 SCALE: 1" = 40.0' VERT SCALE. I' = 4.0' xr I...................... . :... :..---;•----_•- :.• :... ............. ............................ ._........._-.... :..... :.....:.... :.....:..... .._.- :...._:.._. LLE .. In ... . .....•.....................---•:....- ,.... .....:.....:..._... ..... _._.. _...........�.... .....__...._._... Q z.. . ------------------- f30UL ER TO PROXIMATE EXISTING �� . � � ...:.....:..... PRO CT LI.FT:.....:.. LIFT. STATION . . A .... .......... . .....: .... i ....... .G OU,ND :............. : : INSTALL SSMH ##5 STATI N :Lr+RIM= LANDSCAPE 3:1 LOPE 48 TQ EXISTING SAIL -.. ENV=4844:03 ....... .....: . .... . . _ : N lNV=4844.22 TO PROTECT FT BOULDERRO T Li v, t STATIO} a ' :.....:................:.....:._.._i......._._.....,.:......_... :..... ........ ;..-_. :_._..;•. :.....:..... v. :.......... MIN. 5' BELOW GROUND - - I. .. _._........... ......:.............. ...:..... _.. ..... :.....:....:..... 6MIN PER CTY•.........:.3,0..9.5_ L,F.OF: 4"PVC REQUIREMENTS :.....:.....:.....: ......... ... ..... .......... .......... .....:_ _....._.---- IPRESSURESEIAIER 1 STA:136+31.9 - --- -- ELEV. 43.1 - . '48 6 tG E 4 9 WADER o -- sw.---- _ ..—.........-:.._., ;. LINE- - -- - ........ _. ..__._... ---- _ EXISTING 14" WATERLINE : NG' fi:...........:.......... ........ ..._.. ................ ...,........._.._... :..... :....-`,....'.....: -.. ..-..-.....-..... -.......... : : I . : :..----...:..... ....:.....:.... :..... ..................:_.... ....-..-........ ............. ........ .... .,................. :....,:_....._..-i.....I .....`_....:.....i.._.. . .,..,:.......................:.....:.....:.....:..... ..... ..:...._:_................................. ....:.....:._...:....,:.....1...._..................._.... ......... :..............,..:..... :....._. ....:.-... I --- ------------ �—•_—'-„"`^�.'"'--^^ 12 131+00 132.00 13 1. Mile] 4.866 4864 4862 4860 4858 4854 4852 4846 4844 4842 4840 4838 4836 4834 4832 4830 In z w Q CD EiJ zm Z 2 � < Y fl - C6 C6 ca m Lu Doc: O V Lo CL i G+— - rQ O G O P L!1 ha �p �Y .LJ YJ ro L CL F ° ' X Q ' 1°r ar 3, a rsA cn V Z I� Z ('d Ga -a y Q C��a ��(( may s Q In z w Q CD EiJ zm Z 2 � < Y fl - C6 C6 ca m Lu Doc: O V Lo CL i G+— - rQ O G O ha �p I� ro L CL ° a o 5 o Q ' 1°r ar 3, a rsA cn z Z O W S� ru Lu Ga -a y Q C��a ��(( may —' Id Q Ell ..J I� 0 w a cn z w Lu Ell 4CFORE A LIG LIME 1 -800-342-1585 7. -zx,, BEND THRUST BLOCK NOTES: 3 THRUST BLOCKING DETAIL 1, WRAP ALL FITTINGS WITH 8 MIL POLYETHYLENE ENCASEMENT TO PREVENT CONCRETE FROM ADHERING TO THE FITTINGS. 2. THRUST BLOCKING CONCRETE TO BE MINIMUM 3000PSI MIX. 3. ALL THRUST BLOCKS ARE TO BE FORMED ON THE VERTICAL PLANES. 4. PLACE THRUST BLOCKS ON ALL WATERLINE BENDS AND TEES. 1 YPICAL WATER LINE PLACEMENT ZONE l A WATER AND SEWER MUST BE SEPARATED BY 18 ?AIN B INCHES, AND ONE FULL, UNCUT LENGTH OF WATER NE PIPE MUST BE CENTERED OVER THE CROSSING SO THAT THE JOINTS ARE AS FAR AS POSSIBLE FROM THE SEWER. ZONE 2 (WATER<18' ABOVE TOP OF SEWER) A) ONE FULL, UNCUT LENGTH OF WATER PIPE MUST BE CENTERED OVER THE CROSSING SO THAT THE JOINTS ARE AS FAR AS POSSIBLE FROM THE SEWER, AND EITHER: B) SEWER MAIN MUST BE CONSTRUCTED TO WATER MAIN STANDARDS AND PRESSURE TESTED FOR WATER TIGHTNESS FOR A HORIZONTAL DISTANCE OF 10 FEET ON BOTH SIDES OF THE CROSSING, OR; ZONE 3 -- SAME REQUIREMENTS AS ZONE 2 EXCEPT THE SEWER MAIN MUST ALSO BE SUPPORTED ABOVE THE CROSSING TO PREVENT SETTLING. SAME REQUIREMENTS AS ZONE 1 EXCEPT THE SEWER MAIN MUST ALSO BE SUPPORTED ABOVE THE CROSSING TO PREVENT SETTLING. T€ SPECIFIC AP ROVAL FROM DEQ MQ5T BE SECURED BEFOEE ZONE 2 OR 3 INSTALLATIONS ARE HI612E_ REFER TO IDAPA 58.01.08 IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEM. i �HYDRANT VALVE BOX SET TO FINISHED GRADE` z PLACE SAFETY FLANGE OR g FLANGE WITH BREAK AWAY FINISHED GRADE `D BOLT'S 2" MIN. 8" MAX. ABOVE GRADE 5 CONCRETE - COLLAR z` VALVE NUT EXTENSION TO WITHIN 6" OF SURFACE Z o DO NOT COVER VALVE _z l DRAIN HOLES 2 Lo WITH CONCRETE THRUST BLOCK THRUST BLOCK" r _ < < 1 CUBIC YARD I ` 5 r OF WASHED in _ .. a GRAVEL DI LINE TO CITY ^ SURROUNDING MAINLINE? y" '`*1'-v; DRAIN HOLES TEE MJ JOINT (2"x8"x12") CONCRETE BLOCK FLANGED JOINT -3/4" BEDDING 2' SPOOL 4 VALVE & HYE}RANT CONC. COLLAR SCORE CONTROL JOINT #44 REBAR, 12' OVERLAP 4 PLACES - -- CUT LINE s y ASPHALT PAVEMENT ::::i', Ij wAT€1t OR EXISTING ROAD �. ... - .. ..... :: THE WORD 'WATER" VALVE BOX TO BE ENGRAVED ON COVER 5 CONCRETE COLLAR FOR VALVE BOX TYPICAL STREET/OP 00000000000000000 00060000000000000 000000000057000000 00000000004¢00000 0%t'0-100000200000202 0000000'0000000 OBp0,O000000000 00000000000000 000D 0 0 0 NATIVE MATERIAL COMPACTED AS PER CITY REQUIREMENTS AND ISPWC 6 PLAN DETAIL 00570 6000 _z 0000 0606 : 00?0 u, z :r FIELD STANDARDTRENCH DETAIL 5K m z 0 1 m PIPE BEDDING ( 4 T BER GASKET I GRADE MANHOLE NOTES:. 1. PLACE VERTICAL WALL ON UPSTREAM SIDE OF MANHOLE, ROTATED 45 DEGREES. 2. WHERE PVC PIPE 15 UTILIZED, INSTALL A RUBBER RING OR GASKET COLLAR WHERE THE PIPE IS IN CONTACT WITH MANHOLE BASE ANO/OR MANHOLE CHANNEL, IN ORDER TO INSURE A WATERTIGHT SEAL. 3. UNLESS OTHERWISE SHOWN, MANHOLES SHALL HAVE 0.1 FALL FROM UPSTREAM INVERT TO DOWNSTREAM INVERT- FOR PIPE SLOPES GREATER THAN 2.5% SLOPE, SEE PLAN & PROFILE. ----CONCRETE COLLAR 4 T 6' MIN f PRECAST MONOLITHIC GONGENTRIC GONE SECTION -i GASKET ALL JOINTS 4'-0" DIA RECAST CONCRETE MANHOLE -BARREL SECTIONS AS REQ'D 5" :a d a. RUBBER Boor I "'• - . PREFABRICATED BASE. A + d 0 - UNDISTURBED EARTH 0- Cl A SEWER MANHOLE SECTION N" MIN CKIWACT I" MAX, 8AC15FILL IN 6' LAYERS TO 95X OF ASTM D-590 COMPACT APPROVED 6'MIN BEDOWG MATEMAL / I M OF ASTM ifr l 12` D-699 gQ 12' MAX1 = 1" MAX SHAPED UNDISTURBED SGL. EXCAVATE MR BELL HCLM SHAPED SUBGRADE GRANULAR FOUNDATION PIPE BEDDING FOR RIGID PIPE CWA T 1' MAX BMXFU ply/ TO 95X OF ASW 0-698 COMPACT APPROVED 69.5IN BEDDING MATERIAL , ' TO 95X OF ASTM ,! P,, 5 12" 0-B90 t v 12 MAX I MAX SHAPED LN'DISTIN30 SGL .J EXCAVATE. DFM BELS. HOLES. SHAPED SUBGRADE GRANULAR FOUNDATION PIPE BEDDING DETAIL FOR FLEXIBLE PIPE 7 PIPE BEDDING DETAILS Hof^(w 10 STORM DRAIN INLET BOX TYPE 4 PLAN VIEW CAP OR PLUG AND INSTALL SERVICE LINE MARKER PER SD -512 (TYP.) MIN. GRAnF 4--1/8 OR 1/16 BEND AS NEEDED ABSOLUTE MIN. GRADE 1/8 MIN. GRADE ?A' ?0VE CONNECTION TYP E A & Q. d " "I ; MININ Idwill 101-01 Vu, DIMENSION FOR THRUST BLOCKING 1. ALL SERVICE LINES TO BE 4" d FITTING SIZES TEES do PLUGS 90' BEND OTHERWISE NOTED. 45' BEND do WYES REDUCERS & 22' BEND 2. TYPE 'C' SERVICE WILL ONLY BE A B A $ A B A B 4' 1`-7' V—e V-9" 7'-6" V-8" 0'-10' 1 on°p°°a V-6' 6' 2'•-0" 1`-11" 2'-5' 2'-2" � 1' -ID" 1'-7" _ 2'-6' 3'-2" 3'-0' 2'-5" 2'-1` ;F. 10' 3'-4' 3'-3` 4'-0" 3'-10' 3'-0" 2'-9" V-2" Q 12" 4'-O" 3'-10" 4'-8" 4'-8" 3'-8' 3'-3" 2'-7' 21•-3. 14' 5'-5" 3'-10" 6'-6" 4'-11' 47-9' S-5' Y-5' 2'-5" TYPICAL STREET/OP 00000000000000000 00060000000000000 000000000057000000 00000000004¢00000 0%t'0-100000200000202 0000000'0000000 OBp0,O000000000 00000000000000 000D 0 0 0 NATIVE MATERIAL COMPACTED AS PER CITY REQUIREMENTS AND ISPWC 6 PLAN DETAIL 00570 6000 _z 0000 0606 : 00?0 u, z :r FIELD STANDARDTRENCH DETAIL 5K m z 0 1 m PIPE BEDDING ( 4 T BER GASKET I GRADE MANHOLE NOTES:. 1. PLACE VERTICAL WALL ON UPSTREAM SIDE OF MANHOLE, ROTATED 45 DEGREES. 2. WHERE PVC PIPE 15 UTILIZED, INSTALL A RUBBER RING OR GASKET COLLAR WHERE THE PIPE IS IN CONTACT WITH MANHOLE BASE ANO/OR MANHOLE CHANNEL, IN ORDER TO INSURE A WATERTIGHT SEAL. 3. UNLESS OTHERWISE SHOWN, MANHOLES SHALL HAVE 0.1 FALL FROM UPSTREAM INVERT TO DOWNSTREAM INVERT- FOR PIPE SLOPES GREATER THAN 2.5% SLOPE, SEE PLAN & PROFILE. ----CONCRETE COLLAR 4 T 6' MIN f PRECAST MONOLITHIC GONGENTRIC GONE SECTION -i GASKET ALL JOINTS 4'-0" DIA RECAST CONCRETE MANHOLE -BARREL SECTIONS AS REQ'D 5" :a d a. RUBBER Boor I "'• - . PREFABRICATED BASE. A + d 0 - UNDISTURBED EARTH 0- Cl A SEWER MANHOLE SECTION N" MIN CKIWACT I" MAX, 8AC15FILL IN 6' LAYERS TO 95X OF ASTM D-590 COMPACT APPROVED 6'MIN BEDOWG MATEMAL / I M OF ASTM ifr l 12` D-699 gQ 12' MAX1 = 1" MAX SHAPED UNDISTURBED SGL. EXCAVATE MR BELL HCLM SHAPED SUBGRADE GRANULAR FOUNDATION PIPE BEDDING FOR RIGID PIPE CWA T 1' MAX BMXFU ply/ TO 95X OF ASW 0-698 COMPACT APPROVED 69.5IN BEDDING MATERIAL , ' TO 95X OF ASTM ,! P,, 5 12" 0-B90 t v 12 MAX I MAX SHAPED LN'DISTIN30 SGL .J EXCAVATE. DFM BELS. HOLES. SHAPED SUBGRADE GRANULAR FOUNDATION PIPE BEDDING DETAIL FOR FLEXIBLE PIPE 7 PIPE BEDDING DETAILS Hof^(w 10 STORM DRAIN INLET BOX TYPE 4 PLAN VIEW CAP OR PLUG AND INSTALL SERVICE LINE MARKER PER SD -512 (TYP.) MIN. GRAnF 4--1/8 OR 1/16 BEND AS NEEDED ABSOLUTE MIN. GRADE 1/8 MIN. GRADE ?A' ?0VE CONNECTION TYP E A & Q. d " "I ; MININ Idwill FINISHR GRADE i GRADE BENDS rD STORM DRAIN SECTION -� 2 1/2" OF PLANT MIX PAVEMENT 31/2" OF 3/411 GRAVEL ROADBASE 12" OF GRANULAR BORROW/PITRUN - UNDISTURBED EARTH s TYPICAL ROAD SECTION 101-01 Vu, co 1. ALL SERVICE LINES TO BE 4" d t OTHERWISE NOTED. a a` 2. TYPE 'C' SERVICE WILL ONLY BE 0 ae #4 REBARsCt GRATE e'--'�-r.rn V) BY THE ENGINEER. 8 L N ASPHALT 3, TYPE 'E" ALLOWABLE FOR TRENCHES 15 FT. DEEP OR GREATER WITH a o o a o - - on°p°°a dOp63p046d p0 0004d6A,oRdo 50 Sbp4ppo 70od�poo0 mom • e 1,_01. co �"".•" op � _, `� ,OSp po opp,o! 3/4" CRUSHED GRAVEL AROUND EACH SERVICE. _ Q J ;F. < - _ _- 30" DIA. PRECAST INLET BOX, SEE TYPE T FOR Q DIMENSIONS AS PER THE CITY OF REXBURG :"•: SPECIFICATIONS AND STANDARD DRAWINGS FINISHR GRADE i GRADE BENDS rD STORM DRAIN SECTION -� 2 1/2" OF PLANT MIX PAVEMENT 31/2" OF 3/411 GRAVEL ROADBASE 12" OF GRANULAR BORROW/PITRUN - UNDISTURBED EARTH s TYPICAL ROAD SECTION 8 B" SANITARY SEWER SERVICE LINES DETAIL l h R mo•. ago °n°a°c 4�Qao TEE OR APPR CONNECTION TYPE G (SEE NOTE 2) TYPE E (SEE NOTE 3) ROUNDED CONCRETE CAP 6' 0 GAL POST. FILL WIT PAINT FEDERAL 18' 6 x 30' 11 BOLLARD NOTES: Vu, co 1. ALL SERVICE LINES TO BE 4" d INSIDE DIAMETER UNLESS OTHERWISE NOTED. 6 a` 2. TYPE 'C' SERVICE WILL ONLY BE 0 ae ALLOWED IF SPECIFICALLY APPROVED e'--'�-r.rn V) BY THE ENGINEER. 8 L N p 3, TYPE 'E" ALLOWABLE FOR TRENCHES 15 FT. DEEP OR GREATER WITH abQeao Qp ae°a°4�°o PRE -APPROVAL BY THE ENGINEER. on°p°°a ;aaaao LL LSJ 4. USE 6" OF TYPE I BEDDING ALL AROUND EACH SERVICE. 8 B" SANITARY SEWER SERVICE LINES DETAIL l h R mo•. ago °n°a°c 4�Qao TEE OR APPR CONNECTION TYPE G (SEE NOTE 2) TYPE E (SEE NOTE 3) ROUNDED CONCRETE CAP 6' 0 GAL POST. FILL WIT PAINT FEDERAL 18' 6 x 30' 11 BOLLARD Vu, co < d CD 6 0 ae J e'--'�-r.rn V) � 8 L N p � d a LL LSJ r} 2 E ISR co < d CD J Q V) 0 p cl LSJ Z _ Q J LU < Q Q v CCO C1 } CID 00 co z Z LTi Z C ww w © 2 eL O < 7 Lu a elf ¢ vT cu cli 0 o 2) v o _ 0 "z, 6 ate-° 5I1 Lu 0 _ zU 0 0 L 0 s a= 3 0 v cu to s O m s a r c ++ U Lit VL m uj z Q +l� m \ w F9 T { A ko V> �•Yn. el+G