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HomeMy WebLinkAboutPLANS - 14-00154 - Pier 340 Mobile Home Park - Civil Site PlanCIVIL SITEWORK FOR: I' oxL PIER 340 IWOBIL f H01Wl I ?A ff Zt SECTION 24 B.M. MADISON COUNTY, IDAHO LOCATED IN THE SOUTHWEST 1/4 OF T. 6N. , R. 39E., , Alexhury, Idaho �o APPROVED BY: CITY OF REXBURG ENGINEERING DEPARTMENT APPROVED BY: - CITY OF REXBURG FIRE DEPARTMENT APPROVED BY: APPROVED BY: APPROVED BY: 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). PROJECT NO. 14028 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 INDEX 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 VICINITY MAP CO m o m z z 3 O w J w 0 o Q Z w s a oOc u G w a D O Q a o 0¢ U � to Qi z n Nro ¢ P �In P \ EL. ELEVATION w z � Z O INV INVERT 0g ZZ O.C. ON CENTER S 7) o z STD STANDARD m TEMP TEMPORARY 0 `X 0 tr TBC TOP BACK OF CURB N DWG DRAWING FL FLOW LINE OF CURB Lu X -TBC EXISTING TOP BACK OF CURB ~ SHALL BE REPAIRED AT CONTRACTORS EXPENSE. X EXISTING _ H BTM BOTTOM > 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 FO FINISHED OIL GRADE . H RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHT INTERFERE WITH NORMAL OPERATION 0 OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE APPROPRIATE UTILITY COMPANY FIELD -LOCATE ANY EXISTING UTILITIES w_ Z WHICH MIGHT BE AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING Pn > SERVICE OF EXISTING UTILITIES AND FOR RESTORING ANY UTILITIES DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. m Z 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL, DISPOSAL SITES, AND ANY ADDITIONAL MATERIALS THAT MAY BE W_ O NECESSARY FOR PROPER CONSTRUCTION OF THIS PROJECT. d M Y Q Y d cV C Im CO m o m z z 3 O w J w 0 o Q Z w s a oOc u G w a D O Q a o 0¢ U � to Qi z n Nro ¢ P �In P \ EL. ELEVATION O FF FINISHED FLOOR z O INV INVERT w (""I r O.C. ON CENTER S 7) REQ'D REQUIRED z STD STANDARD m TEMP TEMPORARY `X TYP TYPICAL tr TBC TOP BACK OF CURB N DWG DRAWING FL FLOW LINE OF CURB Lu X -TBC EXISTING TOP BACK OF CURB SHALL BE REPAIRED AT CONTRACTORS EXPENSE. X EXISTING _ H BTM BOTTOM N 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 FO FINISHED OIL GRADE . H RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHT INTERFERE WITH NORMAL OPERATION EO EDGE OF OIL OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE APPROPRIATE UTILITY COMPANY FIELD -LOCATE ANY EXISTING UTILITIES 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. GENERAL NOTES O 1. SPECIFICATIONS AND DRAWINGS FOR THIS WORK SHALL BE PER CITY OF REXBURG STANDARDS AND ISPWC STANDARDS. THE DETAIL DRAWINGS HEREIN z = Q SUPPLEMENT THE CITY OF REXBURG STANDARDS. w (""I D 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 S 7) AGGREGATE OR SAND AS APPROVED BY THE ENGINEER. V)N m 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 `X THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK. tr 4. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISE NOTED. N 5. THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, TREES, UTILITIES, DITCHES, CULVERTS, FENCES, MAILBOXES, Lu 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. _ H N 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 . H RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHT INTERFERE WITH NORMAL OPERATION 2 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 Pn SERVICE OF EXISTING UTILITIES AND FOR RESTORING ANY UTILITIES DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. Z 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL, DISPOSAL SITES, AND ANY ADDITIONAL MATERIALS THAT MAY BE W_ O NECESSARY FOR PROPER CONSTRUCTION OF THIS PROJECT. d M 8. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR TESTING, COMPACTION AND DUST CONTROL W MEASURES. z Q LiJ 9. THE CONTRACTOR SHALL PROVIDE REQUIRED TRAFFIC CONTROL IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL w (""I z DEVICES. S = 0 V)N U N W�F s 40 20, 0 40 - SCALE: 1' 0'SCALE:1' = 40.0' EXISTING FIRE HYDRANT AND WATER VALVE 10' 4" PRESSURE SEWER MAIN LE6END - ROADWAY CENTERLINE — — SECTION LINE PARCEL BOUNDARY a 3 PROPERTY LINE g — EASEMENT a EXISTING FENCE TBC W 74.50 PROPOSED GRADE g51' CONTOURS J EDGE OF OIL EO -- R /W --- RIGHT OF WAY O EXISTING UNDERGROUND TELEPHONE LINE W EXISTING GAS LINE TIE INTO EXISTING SEPTIC TANK STORM WATER CAL CULAT/ONS W Pond Area Depth Volume (ft') (ft) (ft) E Pond Area Depth GRATE:4850.90 BOLLARD (TYP.) BTM:4848.27 SEE DETAIL 11 SHEET D-1 v BTM:4848.27 NOTES 1. EMERGENCY ACCESS SIDEWALK TO BE CONSTRUCTED OF CONCRETE (RATED FOR 75K LBS) WITH A SIGN POSTED EVERY TATINTHAT THIS IS AN EMERGENCY FIRE ACCESS. 2. SIDEWALKS T RH OUG O T THE PROJECT SHALL BE 6 INCHES THICK TO ACCOMMODATE VEHICLE TRAFFIC. 3. ON STREET PARKING IS NOT ALLOWED. THE ROAD SHALL BE SIGNED PER APPENDIX D103.6 OF THE IFC. 4. ROCKY MOUNTAIN POWER DESIGNED TRENCHING FOR POWER AND OTHER UTILITIES REFER TO THEIR PLAN FOR TRENCHING OF THOSE UTILITIES. GEOTEXTILE FABRIC 21/2" ASPHALT PLANTMIX PAVE 3 1/2" - 3/4" AGGREGATE BASE 12" GRANULAR BORROW PRIME COAT END WATER LINE 12" TYP GRANULAR BORROW m Z w Z N� a 3 > m g 9 z a II N W o > J O Q M 3 O W ; W w Z z n > cc a m Y Q O C' 1 N89° 45' 24"E W Q 2642.28' m m OO m d N 00 10 N K � d m 2 r m Q a > m O W Z u W Z 0 J O Q M 3 O W ; W W `a z n Q cc a OQ> O C' U Q W Q � V O C C O m OO m d N 00 10 N K � d � �i m 0 w w o 0 o c- a d-6 n m w o« o 0 °1 a «" m 4 ee j c._ v-o.oc m z W o p n a c 3— v ID V a— L c N..O- mw Q IL-« uw INSTALL CATCH BASIN #1 J�v¢ CO Vdc GRATE:4850.90 Q r N o BTM:4848.40 O Lu F - Q O � z z r-1 W N w cv N V 2 Q a Z a Qc 0 J M cl: W W `a O O � z z r-1 W N w cv N V N Wltl� F ,I 40' 20' D 40' tom_ SCALE: I" = 40.0' ry_ UT U s I I SNOW�— UT - STORAGE 0 °°°°°°°° °°O° s 25' SETBACK o 0 0 0 0 0 0 0 o �. °°°°°°°°°° °°O°° LANDSCAPE ULDERS o000°0°0° 0000000 . O PROTECT UFT TATION o 0 0 0 0 0 0 0 o I o0o0o°G100 00000000 O O°O°O °0°O°O°°°0 i ry .0."40000°0°0°o°0° s o "MAILBOX °otdo°°°°°°°°°° 0000°001�1$TP)LL LI STATIONI,,OLj .., , _ L11 TIE INTO EXIS G 14" ER MAIN 20 INGRESS/EGRESS LEV V=4841:0 - - - BASEMENT - - - - x o _ 5U 4' 1 —1+00 -- 1+SU II 5 LL "FLOW METER P IDE Y_THE CITILOF U+' -_- ! -- - -T --- - - - - URG 4' MANHOLE - =-... B� REL W/ RAVEL FLOOR. INS`F Lq RED ER (8" TO 6"), - BOLLARD DSTRA ER UPSTREAM T1 11 90FWET INSTALL BELL x EXISTING IN AIISS Hf#5 t I08" OWNSTREA MAIL 80 ES RI =4850. i OF METE`: N 11 JV=4844 22 w E I V=4844. f, EXISTING CABLE BOX II EXISTING PHONE LINE xi 3 tt EXISTING FIRE 79' HYDRANT AND WATER VALVE 10' 4" PRESSURE SEWER MAIN :r 7' L 3 I INV:4847.84 STORM POND ISTILLS SM' 14 AVAILABLE FROM PUMP TECH CO., IDAHO FALLS. CONTACT BARRYCAZIER (208) 529-6868 DUPLEX SUBMERSIBLE NON -CLOG 0.5HP PUMP SYSTEM, SK HS50 MODEL PUMPS 2" EZ OUT RAIL SYSTEM WITH STAINLESS RAILS M=4PS.46.78 WNV=484 .68 &I WATER, SEWER, & POWER DETAIL 1n PLAY 1 END WATER N890 45'24"E N890 45' 24"E 1006.50' 2642.28' 20' 4B4B, INSTALL SSMH �1 1 BBAu INV:4848.00 STORM POND 3' DEEP 30.00' aaaB_ RIM=4852.72 —495 J COURT UT— - - - - -- - U - UTa5 -- INV:4848.00 sV 30 _ 6 1 INSTAL SSMI 1 #3� RIM=48 52.30 E INV= 46.:3 i W INV= 846.2 { — i INSTALL SSMH 2 4 I )9' RIM=4851.10 v 0'o j INV 4847 97 I !i+50 6+00 6+50 7+00 7760 8+01] & SOI +79 9.25' in I- I S •� _ 4 .� 40' RaDIUS RN -AROUND i 4, S89° 9'x20' DRIVEWAYS in 5100 In V In In - _ RACAAGEL#7STAT/ON END WATER LINE CURB STOP 50' WATER SERVICE ROAD AVAILABLE FROM PUMP TECH CO., IDAHO FALLS. CONTACT BARRYCAZIER (208) 529-6868 DUPLEX SUBMERSIBLE NON -CLOG 0.5HP PUMP SYSTEM, SK HS50 MODEL PUMPS 2" EZ OUT RAIL SYSTEM WITH STAINLESS RAILS 17STAINLESS LIFT CHAIN 'JAp. I DUPLEX CONTROL PANEL IN NEMA 4X ENCLOSURE WITH FLASHING ALARM LIGHT, FLOATS, ALTERNATING 40' SEWER SERVICE pRAl CIRCUIT HOA SWITCH HYDROMATIC MODEL 3900 FLOAT SWITCHES i MODEL PL -J X-6 SIMPLEX ELECTRICAL JUNCTION BOX FIBER GLASS BASIN 60' DIAMETER x 144" DEEP WITH FACTORY BUILT DISCHARGE ENTRANCE PIPING VALVES HATCH AND ANTT FLOAT FLANGE DOOR CONTRACTOR NEEDS TO HIRE ELECTRICIAN AND CORRELATE WITH ROCKY MOUNTAIN POWER AND PUMP TECH 2.5' 2.5' TO BRING POWER TO THE LIFT STATION PANEL INSTALL A DISCONNECT AND A METER BASE AHEAD OF THE NOTE: CONTROL PANEL. PROVIDE A 110 VOLT RECEPTACLE W/GFI NEAT THE CONTROL PANEL. 1. DRIVEWAYS ALWAYS ON LEFT SIDE OF LOT WHEN FACING LOT FROM ROAD. TOP OF TANK BASIN: 4850.00 TRAILER ELECTRICITY IN 849.00 2. POWER, GAS, FIBER, QWEST, CABLE ONE TOGO INTO INVERT IN ELEVATION: 4844.80 TION: 484:. 4 10' SAME TRENCH. HIGH LEVEL ALARM ELEVATION: 4843.00 SECONDARY PUMP ON ELEVATION: 4842.00 3, THREADED CAP AT END OF EACH SEWER SERVICE. PRIMARY PUMP ON ELEVATION: 4841.00 PUMP OFF ELEVATION: 4839.00 4. SHUT OF VALVE AT END OF EACH WATER SERVICE. BOTTOM BASIN ELEVATION: 4838.00 15'SETBACK TO REAR OF TRAILER 15.00' C� z >A UZ Ore ..� 0 Wv z O 1-4 z os n U1 c, f WyW BEFORE DIG LINE 1 -BOO -342 -1565 SITE KEY CONSTRUCTION ITEMS: u 1) INSTALL ASPHALT PAVING (TYP.) INSTALL CATCH BASIN PER (TYP.) INSTALL MANHOLE TYPE 1 (TYP.) INSTALL 4" SANITARY SEWER SERVICE (TYP.) INSTALL WATER MAIN VALVE (TYP.) INSTALLFIRE HYDRANT (TYP,) INSTALL 1" WATER SERVICE (TYP.) (�) INSTALL 2 INCH WATERLINE 0 INSTALL FIRE LANE NO PARKING SIGNS EVERY 1501 FEET, SAME SIZE fi 40' tr s END FWOATER LIME ' SCALE: 1" = 40.0` 1 5 .1 VERT SCALE: V w 4.0 4851 :, x - I rl 3 4`] - - ` -- y I - FZ 48SQ 201 INSTALL SSMH 1 _- r - --- - -- 4 RIM=4852.72 9 STORM POND 3 DEEP a.a ' ;V84 � �,�..,._...� 53.45 �1 , BBAL� INV:4848.C3C1 ' ---+----S INV=4848,50 c INV -4847.84 -- STORM POND ROUND a GUURT -- 48 -._..- x 43.0 -- . - 5 INV:4848.00 7. rr T _ _ .LL TOP EXISTING WATER 1; #.�s 3 „ 1 <, N=689658.4Q5 SNOW `_- ;. � - - T �_ _ : ; __ - � i - E=748205.348 STORAGE ELEV.=4844.50 ' `' C' ° --- -� INSTALL SSM #3 � DRIVEWAY �� I _. x / ) )*00,0,0 o GGc,°G0 () '©a0°d RIM=4852.3(} C4) --- E 25' SETBACK *0fl G 0 a,6 0 G a. ncaG V0')0'0'0 INV -4846.:1 T � G G t3 G p LIFT STA IO$ :11D5CAE B ULQERSf I ,lOC>R TECFLIFT TATI4N - ,.f o°GdoflGdt'�dadGdoda ,�:1 � 4 i`' W INV=4$46.2 INV=4844,00' G o a d G to 0 -� 0 G. Gl g 0 a G 0 fl ° , FO ? t INSTALL SSMH 2 G v `" G o o fl a INET LL SSMH #4 F - -- -- FO ¢ I LITE MONUMENT••SIGN 00000.6 o0G°csdsa"a0 F� 9' 4 a °c>"a'crGaocsaa�004 IM=41?�1.46 [3.3C]._ `' [.t.(?7 T ? FO i ? Q 1_ E: F53. 4 Ga 0 0 s I �, _.0 .. 5M$484 087 0 o ca 0 0 0 0 E NV=4845,78 f 4' --, MAILBOX ° 0 0O0G`�C)` 0 � ( 20s � � - _ C3 0 _ C] G 4a FO FO ° c - W NV=4845.68 ' N INV=+417.97 I .. FO FO ,,3 G a c> cr c� . 0 _ I 51.07 II (STALL LI STA-ftN ----y ,. a' - _ )_�. - _ --- ,�`'-. _ 9. 5' l � s+0 I ';� 50 6+00 6+5th 1+af) F i'a0 8+o] fi„r 5a I 8+79 I I o _. _ - - - - -, _ _ _ - - .. aa' - t i i I g �_- 4_ 6.28' G 1,4" TER MAIN -� TIE INTO EXiSTII r 2Q NGRESS EGRESS - , - 9 i US ELEV V= _ EASE C I -- �_...- 41341-0It NT - r'k } - r e2 -W _ . - _. - r- . -, - t ail z - .. -!� - 4 rl _1+00_ 2 . t?0- 4•aF3 , INS ALL FLOW METEi� _ _�._,�_ _ -. _ � A,R 5. r ( ; ITS OF _ . _ - --. �_� _ _�- *FO _ i - __ -:---� TURN-- P(tUIDE 'THE C _. Fi7REXBURG I 4'MANHOLE 76 FOBARREL W/ RAVEL FLOOR. /y FO IIIf i3 51,5'. FtJ I 'I i ,O INSTALLRED ER(8 TO6 ), 0.2oL L L_ F0 ryAND MA ER UPSTREAM.07 1 J -OF MET INSTALL BELL INSTALL SS H #5 FO4 6"708" OWNSTREA52.87 I 03f� METE = � NI INV 4844'22 � 'S1 UO x E INV=4844.2 DRIVEWAY x ori .� [TSI 7 x-- - INSTALL CATCH BASIN #2 FO X 3 X CATCH BASIL# #4 INSTALL CATCH BASIN ##3 INSTALL GRATE:4850.77 `j 52:5+ END WATER LINE ' GRATE:•4850.90 EXISTING IF - I ! GRATE:4850.90 BT`M:4848.27 x ,(' BTM:4848,40 BTM :4848.27 4870 - -4870 4868 :.............:........... .....;........ :. ......_'.....,..,.......... _..,..- ......... .... ........,..,.,._.....:..... :....... ,.._,.4...... ..... 4868 4866 .......:.... :.. :. :......:. .....:........ . ... ................... ;...... i..... :..... :. , ....:- ..... ;......:, .... ._ ..... ;... _ ... _ .... ;, .... :.... ..... , : 4866 4864 :... :......:............:..--....:_.....:...................-..,.................i.-....._,.._.-......-_.....i.,... -......-......-_..,......., .......=.,...,......,....., ...,..._.._,.....,,.:..... ......,:..... _ : .... .......... . .......... . 4864 :.... - :......:......I :.__._.......,:,....,:...._ ................-----,.........:............,._........... 4862 4862 . -.. ................... ..... _ ....... ...... _ ._ ..... _. :, ' 14860 4860 : :. . .......... a , ... :.... " ' 4858 4858 0 .......... '........... . .............. :.... . _ .... _.L..:.............co ' LL. INSTALL SSMH # ;� i _ : : < °700 + cq - . - cr ,l 6, - :......:. .......... 485E 4856 RIM=4850:0 ci !9 . - • . . ....................... .. . . �! n? .. a,-rnQ-... , ..:... _ ..:..... :... _ .. :. Q .... _ : Q � Z U.J 4 cf, � � � y cs+ - j ¢ + o: a - t _ cr o eu cer Ln ul E iNV=4844.32 + Ln c~ri � �'vi + 'n. : I w v, - ,T, EXISTING GROUND + no -t 00,u .....:....FIfISHED GRADE :. , ....:_ :_ . - - 00 BTM FLANGE 4854 UJ 4854 o S°°� . - ... ...:.... .:.. .BTM •F-LANGE ..... Lu I � : BTM FLANGE' �� I. ELEV'4862 a1' , .uj d ELEV:4851.48 ELEV u� 1 w U Lu _ 4852 4852 ... ...... , .... I_ ..... _ .... �• - - F --_- _ : - - NSF�',1L -1,5,5 -- -•- --- - - �.5 �- i _ - . [M-48541,10 CATCH BASIN 4850 -1- - - - - 4850 -:.. _e �� _"`- = a �.-.. _ CATCH BASIN- -- - - -_ _ -- : - €t M= 485 ,M© 3: -- � GRAT : 850.77 - 97 - ? -8. 7 `- CATCH BASIN #3 IAV -4847 GRATE:48:50.77 W INV=4 46.22 BTM:4848.27 BTM:4848.40 GRATE:4850-90 INSTALL SSMH #4 .. . ... ... . . . . ..... - -.` _:.... _ .: 4848 - 6.32 6' MIN. COVER :. . ......... . 4848 ......... . .............. . ..... :. BTM:4848.2Z . , Ri.M=48S1.4Li............ _..... I_ INV=484 .. W INV:IN=484,5.68 4a% -�----- - V- 34 L F E]F 8'° PVC � 0 • E INV OUT=4845.78 _ 377. :�..;. -. , ...:. :......:..... . :..... :......:......'.. , .. :......... , ..... 4846 4846 ... .......... . ......... _. _ ...-......._... . ............. , "�' , .! p1 ktLlAtE _ _� .-�- _GRATE�4850.90 339,3 L.F. ©F 8" PVC:-a.4fJ% : B 4848 35x.63 L.F- SOF 8" WA7 :.... :......... ...........:. . . 4844 EItLINE 4844 ........... . .... .:. ....., .... � - I . _ .._ , •_�-._. 0 7 L F F WATERLINE - _-�-•-•-----�-'_.. , - : : :..... :.. :......:......:..... ................. :,._...:_.,._.:.,,,..:..... :....,.:.,.._,_ ....... ..-. 4842 4842 .. .............. 7 ......._.....,_....,,_..._....._.., ._.., 4840 4840 TtE-INTO 14" EXiS'TIN , -WATER MAIN , . INV=4841.0 (FIELD VERIF) :......:.. . . . :..... ,:. , .. , ,:. . ............................... . _ 4838 4830 ;_ _ E _ .... 4830 0 6+aa 7 8+00 8+ 9 n+nn 1+00 2+00 3+00 4+ 5+00 INSTALL CATCH BASIN #1 G RATE:4850.90 STM :4848,40 15.00, 10001, �.J v Z M I_ � In m H� > , cn v f. �t Z I � sf ZS , rti �0 ^F m Q uj Z Ep Z Co LLt a' ci U O 4 1,11 uJ a {�D 4 d . fy 6 a z Y P-4 > Lilz Q yuj M I_ d t7 � cn v rti m Q uj Z Ep Z Co LLt a' ci U O 4 1,11 uJ a QQ W Cx 4 d w Q d to cn r Q I� cu cc a Q t� d LLJ c� I_ I_ z CL LU w cL � cn SITE KEY Z CONSTRUCTION ITEMS: „?., u y INSTALL ASPHALT PAVING (TYP.) HIM-- OINSTALL CATCH BASIN PER (TYP.) a- - _- w 0 z _t- " 4`! '0"FORE V��D m Z�� O INSTALL MANHOLE TYPE 1 (TYP.) ,� I� DIG LINE 1-e00-342-1585 z ® m INSTALL 4" SANITARY SEWER SERVICE (TYP.) O INSTALL WATER MAIN VALVE (TYP.)4V 0 4V o Z G ® INSTALL FIRE HYDRANT (TYP.) =� SCALE: = 40.0' >; s VERT SCALE: 1'= 4.6 O INSATLL 1" WATER SERVICE (TYP.) .,x J=` L e - m < r 7(en _ fA� Q o o Z w Z N O C. -v C7 O o EXISTING SSMH EXISTING SDMH > RIM:4856.11 RIMA855.89 - _ - _ - F- w Z Q - ,I cl f A INV=4841.51 E, N,S, W, INV=4845. - R/w--...-- R/w -- . R/✓ - -- R/w—_--- a./w R/w...- R/W 2✓ _._-gym _----. R/w - R/w -- R/W R/w---- R:w— R/W R•w .._ RJw RrW Q r w O' _, 2 p ( I ) , lDla G4P -- UHP OHP $-..� - GHP ___—. OHP _ - __ $HF? .._.-..�__ _ - i3HP-- ffi - G+1P .. _ .. -.._ HHI' _—_ UHP - JHP Y Q - �/ O�' _ . _. .. _. _ -. --- 0+ �� D+50 �i+QU� 1+5U 241G 2+5 60 m o. -_ ___ 'r° TIE 4" PRESSURE SEWER I N. 12TH WEST m T I - - Z WITH DROP SSMH WITH I ( 45` PIPE • • j: FIELD VERIFY INVERT CD EO CD > Q Z W -- a a-IN''STALLSSM #2 I _ 11��r 114+00 114+50 115+00 115+50 118+00 --------16+50 117+00 X17+50 --- __-i1S+00 z z O u o Q _ 110+00 110+50 111+00 111+50 112+00 112+50 1133+00 I — — 3o--s� — sL — : o -so -- --- 3c 5o M 8 — :;a-•sn= - — ac -so a - sn -- --- 3°'"s" -a--- -.--- 30•^sn _ + - - - _ ac„sn — 30"SD ac"s — -- .3o sc 4 2 S� z � � w v Z _i RIM -4857.1 INSTALL SS H #1 — - -- sn.>— _._ 30 — / - — 0 Q n. O Q t > p WIN 47. 7 RTM= 52.72 R1W 30SD g EYp- R111 -30 -SD I 30 S RAI — RAW-----R/W R/*✓—'-- 6' W-- R/w—R/W PIW R/W R/W-- R/W-._— R/W- 1 .__ R/W' R/.. - -___ R14 R/W R, 1 /b -. w Q a u < w U `" > N INV=4847. 7 S INV=4 8.50On r _ _ EXISTING 5DMH 0- Z RIM:4856.18 ' m m o >- c 0 41 �j c m n3 p INV=4847.18 L EXISTING 55 ' c I� - I' STUB " of p o o v y w 1 EXISTING SSMH STUB EAST INVERT OUT 6' 2 c u ,T o c 1 RIM:4856.1� p v m Y w o S, W, NINV=4842.18 FIELD VERIFY INVERT w - E x n 0 :• m INSTALL CATCH BASIN #1 4 I w 0 o a .00 cc 3 w 1 — J-1 z t� GRATE:4851.34 M t `_ a A N m BTM:4848 84 y 0 m C L c Q Q 1- .t. p w m w 4868 .............. 4868 ���\�R a-���o vim_ Z 4866 M ...:. u r h > 4866 4866 a Q . 4864 :.... :.....:.....:.... ....:.....:.....:.... .... ...........:.....:.... ._.. y0�d 4864 4864 w 4862 .....................:.... ........:.....:.....:.... z 4862 . .................i.....:.....:.....:.....:..... 4862 - . _. u 4860 4860 4860 - - a EXISTING SDM1H 1 STALL DROP SSMH EXISTING u 4858 RaM<4855:67..............:.... GROUND p w 4858 in .. ..........:...... .... r; 4858Ln LDV YI _ .� tr N^ (N 4856 ....:.....:.....:..- -...- FIE _ - ....:.....:.. ERIF NV _:.. . 4856 ..:.......... FINISHED .... .oma.:....-:.....:.....:..... .....:..... ...N 4856 - -- ----- ------------ ------------ --.-- ----- ------ - - - - - -- w GRADE + o INSTALL SS A H #1 _ ' m EXISTING : 4854 .... ..... ..................... T v RIM=4 52.72. i 4854 . .Q �.: GROUND :..... 4854 : MIN. 5' BELOW GROUND _ - _ _ - - - - SINV-448.50 .. a w4852 :.. L57 . ...1:52% -: .. o uj :. I RXMT4855 ING D9 H#2 4852 "\. ---- �— ...: -.. ............... 4852 _ ----- _ N PER Cf = CATCH BASIN #1 4850- -GRATE -48 850 REQUIREMENTS _ .y 4850 GRATE-4$�0 90 - 4850 : - - - -- ---- - iN 4 .Z -- --- -- BTM:4848.40 - -- --- - INSTALL SSMH #2 -.-- - - - --= = - RIM=4851.10 OF 8" PVC @ -0. 1%0 - - _ - - - - - - - 14" WA -. - - - - - - 128.66 LF 4848 - - - - - - - - - - - EXISTIN¢ T€RLMiE 4848 W INV=4847:87... . 1 .......::. ......... ...... 4848 30"; STORM DRAIN: - - - - - -- - - - - -- - - - NINV=4847.97 4846 ........ .......... .. - 1 217.79 L.F. OF 4 WATERLINE --• - -: - - A ' 4846 -__,.- ..... 4846 ; 4844 ........ ...... OF 4" PVC 581.54 L F PRESSURE PVC ' 4844 END END.: . ..:..... 4844 : WATER ' LINE WALINE 4842 .... . ..... . .. 4842 .......:.....:...........:. 4842 :.....:.....:.... ... ..... ..... ....._.... ... J 4840 4840 - - --- ... -- - 4840 - - - - - - - ---- LL 4838 . ........ Q„ ... ........... 4838 4838 : 4836 .... ...... :.....:.... .....:-... 4836 4836 _ M Z 4834 4834 :.....:.....:.....:..... 4834 Lu -... a a — Ilz 4832 ... . '. j 4832 ........... :......... ........:.....:..... :.....:..... :..... 4832 4830 z Q N 4830 4830 110+00 111+00 112+00 113+00 114+00 115+ 116+00 11 +00 Ln z 118+00 Iw w d 0+00 1+00 2+00 2+60 = u d N ,9rFORE lli� v DIG LINE 1-800-342--1585 4866 4864 4862 4860 4858 4856 4854 4852 4850 4848 4846 4844 4842 4840 4838 4836 4834 4832 4830 IW R/W R/W —_ _ nHp U - - _ N. 12TH WEST " 4 S p—��-{-4 PS - -+(-4-� ----4' P "S ---{ 4 _ tj� .� --- ..---- y*p 3D"SDS— -- 30"SDS— 30'SD-f--- — 30.••SD-F --- — 30"Sp -i—--•�D'.533-Y•----1 — �"SDS----��0.•SD�+ 30"`SD�r--- 30"SD-�-- -T--- 30"SDS-- 30"�Ba— —.--- 90••SD.a.--_.-t � . pie„'-.,,.-R/W _ —R/W R!W R!W R.h1. R/W ---- R/W--.R`/W R/WR/W---R/Gi y2°iJ t2/ - -- R/W-=.`.. a -RlW r w w S �r w cis cn _ w z J V f - d INSTALL ASPHALT PAVING (TYP.) INSTALL CATCH BASIN PER (TYP.) INSTALL MANHOLE TYPE 1 (TYP.) INSTALL 4" SANITARY SEWER SERVICE (TYP,) 3 INSTALL WATER MAIN VALVE (TYP.) INSTALLFIRE HYDRANT (TYP.) % INSATLL 1” WATER SERVICE (TYP.) 2632.65' c.nol go, (l4"F �n — X x — x ---- x ❑HPx x —x -- /W R- /� R/W cn z m 40'20' 0, SCALE: 1"= 40.0' VERT SCALE: t" = 4.0' OHP R/W R/W-- - 13HP ❑HP- R/W -- R/W R/W R w - - 124'SE' „ 125i- � 4„��7 4"PS rl �pS ___--�t7---{-4„A27+5p 4",P� 128+00 �---jLi243---¢-4 1 _ 4 F ,�� ��� s'��-I-----�--- %-i — R/W R/W R/W R/W R/W R/W - R/W R/W R/W R/W R/W R/W - R/W — R/W -- R/W-- R/W — 3.28+50 EO1291-00 pz4 W LU cn U-1 vi Lu Z i V r tv� 0 w z w o� w LLJ Lli t7 0 LU IF © Z w - 0 o LU Q a. cr Cl. i _ Ln C5 z O w z tY5 d D z } u� ¢ _w Q LU F- cm } m Cc o n z "+ c5 z z > Z 2 3:= Lu w V1 a d (� ¢ a. V) 01W V _ � Y sR itis 'o c aci .2 a } L 0pc m a v , cx cv -0 3 ro acs o Z c m e SO :. c 0 °' m Y �,, o ao Z Lu 0? y C w Q Ir L w M w z z J w LLJ Lli Q 0 © Z w - Z LU Q a. CL Cl. i Ln z O u� LU F- z uj J w LLJ Lli Q © Z Z LU Q CL Cl. z w Q z F Il LLJ Lli L a BIG LINE 1-800-342-1585 CONSTRUCTION ITEMS: N INSTALL ASPHALT PAVING (TYP,) w vt INSTALL. CATCH BASIN PER (TYP.) Ill INSTALL MANHOLE TYPE 1 (TYP.) 0 INSTALL 4" SANITARY SEWER SERVICE (TYP.) u.t INSTALL WATER MAIN VALVE (TYP.) INSTALLFIRE HYDRANT (TYP.) 1. J INSATI_L V WATER SERVICE (TYP.) `r!"" I`. m 49 20'� SCALE: 1" = 40.0` VERT SCALE: 1' = 4Z 9 x X _ x_ x _._ K x _ x x— x .— x _— x _ x— x x_ X— x— x- X - x— X— X.-- x x 11HP - GHP HHP - — OHP _ OHP _ 11HP 'rl� X OHp x P ❑HP HHP OHP OHP OHI' '{ W- Rf W— :R/W- /W---.-_ R/WT R/w R/ - RrW -� -- R/W RrW -.. R/W — R/W R/W R/W - R/W R/W - --- R/ - - RrW R/W- - R/W R/W R/W RrW R/W- _. R/W --- 1 ._ — W--- RfW -- i — NOW 20' 0�4"W �� N. 12TH WEST 0 129X00 +50 130+00 130+50 0 + + UU 132+50 � ji FIp-� IS M t 5 .... to r -_._. p� q�{ --�� �� �s -�� �:�--�----- �----�� P� -�-� —��-�� r�----�--a Ps �� �� -�----fir ., �--�- _. �:;�-{-..-.�_-. ;_,� _ i ._ ��..r..�„r - R/W t. '— R/W R/W R/W R/W R/W R/W R/W R/W- R/W R/W - - R/W R/W R/W R/W--- RIW - - m w u] cI7 1 ua LLJ p LA ` W z J c., INSTALL SSMH5 RIM=4852.54 E INV=4845,11 S INV -4845-01 n N Z w (L, w vt LU Ill CL 0 LU LU u.t .c. M� J, rPS 0 z 'W z CL �n zr4 Ir co in LU mom' m LU d O UL _ri J a l U [� Q 0- Q V1 0 n N Z w (L, w vt LU Ill CL 0 LU LU u.t .c. rPS 4 z 'W CL m co in LU mom' m LU d C5 LU 0Llc>r,- a l C3 Q 0- Q V1 0 µ c u ra ae Q m G a ASC Z3 LOi R i O to 2 0,;,Qt oy ur Q CL C O ,� O Z o c cu EC �cto� 5� {L s- U UJ W o ry w Com'} z .j LU Ill CL 0 LU LU O L Z oT z 'W CL If z Ln © u� LU w j cr- 1 ur f� �-a Com'} LAJ .j LU Ill CL 0 LU LU shit L Z z 'W Com'} w d LU CL LLJ LU LU shit L �h DIMENSION FOR THRUST BLOCKING REDUCERS & 10'-O" O °! ;`• FITTING TEES & PLUGS 90• BEND 45` BEND & WYES 22' BEND a -- }► '.1 s SIZES ASPHALTr� A @ A B A B A B ##E4 REBAR � : GRATE ",' �, m :• 4" 1'-7' 1'-2" 1'-9" 1`-6" 1'-8' 0'-10' 1'-•7' 0'-6' ASPHALT r "g� � �•�� -• � .•.: ������ ti / / 6" 2'-0" 1'-11' 2'-5" 2'-Y 1'-10' 1'-7" 1'-9' 0'-10' - �f QeaaoaneQP c f ',i`-•Pi" 3'-2" 3'-0" .'�'-5" 2`-1" I-- t C� 9 r '�*\ REDUCER , O O CONCRETE cacaaQo.ocaQnoa000 x �FO �I E 'y a \I r / 10" 3 -4" 3'-3" 4' 0' V-10" 3'-0" cc> L ]` 2'-$` 2-2` 1'-11" PPoeica•�aa0 - ns>ssgo cG DIG LINE 1-800-342-1585-B12" 4'-0" 3'-10" 4'-8" 4'" 3'-8" 3'-3' 2'-7' 2'-3" , ' -��` 3/4" CRUSHED GRAVEL TEE -BEND14 5'-5" 3`-10" 8'-fi 4'-11" 4'-9' 3'-5 3`-5" 2'-5" THRUST BLOCK NOTES: — — 1. WRAP ALL FITTINGS WITH 8 MIL POLYETHYLENE ENCASEMENT 3 THRUST BLOCKING DETAIL TO PREVENT CONCRETE: FROM ADHERING TO THE FITTINGS. 2. THRUST BLOCKING CONCRETE TO BE MINIMUM 300OPSI MIX. O O 3. ALL THRUST BLOCKS ARE TO BE FORMED ON THE VERTICAL 'I 3 PLANES. 4. PLACE THRUST BLOCKS ON ALL WATERLINE BENDS AND :•'•, �' TEES. 10" DIA PRECAST INLET BOX, SEE TYPE 1 FOR :-- ''•: DIMENSIONS AS PER THE CITY OF REXBURG � SPEOFICATIONS AND STANDARD DRAWINGS �- 7 •�I [II " WATER LONE 11111 lit TYPICAL STREET OPEN FIELD w - �4 0 1D STORM DRAIN INLET BOX TYPE 4 PLAN VIEW o°cr°o°o°da�obow °onodQ° - D STORM DRRIN SECTION -_ [a UJ Z Q °op°O°°°°°°°°°O°ODODo - + V) Q O sum 0°Oott°oQo°O°CX°O°o°o° ..J!' SV GI °0 0 0ogogo00°0000 Q0 000 Lu0 / Q } � Gr 5r! — — - _ — — — I ZONE 1__ 00000000000000°000 uu Q Lu a SANITARY 0000000000000° - w (j Lu w v+ A) WATER AND SEWER MUST BE SEPARATED BY €8 0 0 0 0 0 0 z — — — — — — I SEWER OR ) o o ° 0 0 0 0 0- 0000000000000 V1 O STORM DRAIN B INCHES. AND ONE FULL, UNCUT LENGTH OF WATER 00000°00000°0 R+ — — — — — — PIPE MUST BE CENTERED OVER THE CROSSING SO SEWER LINE0000000000000 THAT THE JOINTS ARE AS FAR AS POSSIBLE FROM NATIVE MATERIAL 00°00 0i¢o0°o� m THE SEWER. COMPACTED AS PER CITY 0 0 0 0 0 - - - - - --- ZONE 2 (WATER<18" ABOVE TOP OF SEWER) REQUIREMENTS AND 1SPWC a0a040o0o0Q0o � � CI -- A) ONE FULL, UNCUT LENGTH OF WATER PIPE MUST BE °0°0°0°0°0°0° o ri CENTERED OVER THE CROSSING SO THAT THE JOINTS °0°0°00'0°0°0° z I w ... ARE A5 FAR AS POSSIBLE FROM THE SEWER, AND 00°°°°°°°0°°° 0 0° 0 0 0 0 ....... ......... ... EITHER; 0000000000000 ip B) SEWER MAIN MUST BE CONSTRUCTED TO WATER MAIN .... ...... .... .. 0000000000000 °.. � STANDARDS AND PRESSURE TESTED FOR WATER 00000 m co � TIGHTNESS FOR A HORIZONTAL DISTANCE OF 10 FEET ° �, .� , : s w* � d Lu ON BOTH SIDES OF THE GROSSING, OR; r_ 1/2" OF PLANT MIX PAVEMENT ui O O �.4 z z u ZONE 3 , .. , SAME REQUIREMENTS AS ZONE 2 EXCEPT THE SEWER - PIPE BEDDING 4 O Q MAIN MUST ALSO BE SUPPORTED ABOVE THE '! r" �: 0-2 Lu 6j rA < w I CROSSING TO PREVENT SETTLING. 1/2° 011 /4°' GRAVEL RC7ADBASE 2 < CL v) 0 ZONE 4 SAME REQUIREMENTS AS ZONE 1 EXCEPT THE SEWER 2 STANDARD TRENCH DETAIL MAIN MUST ALSO BE SUPPORTED ABOVE THE CROSSING __ i2" OF GRANULAR BORROWJPiTftl�N u TO PREVENT SETTLING. SITE SPECIFIC APPROVAL FROM DEQ MUST BE SECURED BEFORE ZONE 2 OR 3 INSTALLATIONS ARF. MADE. � - UNDISTURBED EARTH o o a a� *' F, W 0 Y � REFER TO IOAPA 58.01.08 IDAHO RULES FOR PUBLIC C c - c DRINKING WATER SYSTEM. 9 TYPICAL ROAD .CCT SON' � � � w � � o 1 TYPICAL WATER LfNE PLACEMENT �^ Lu 0 a v c 3 cM n, c w is Q Imo- O to v°- co w Fz 2' MIN. � R �q� II FINISH GRADE ° F1N€SH CRADE.j q- co P Iud - ti z d z ,�, ` `� CAP OR PLUG AND INSTALL °o°ao`r P h HYDRANT SERVICE LINE MARKER a Ile PER SD-512 (TYP.) kp VALVE Box SE7 {r� € ! MIN. GRADE 1 4" 2 y TO FINISHED GRADE PLACE SAFETY FLANGE OR I MIN, GRADE 1/4"/FT.(2%) OddFLANGt, fO BOtTSEWITH 2 MIN. 8' MAXREAK . -!{` , FINISHED GRADE ABOVE GRADE I � FLEXIBLE RUBBER GASKET A 5 CONCRETE I �� I 4"--1/8 OR 1/16 COLLAR a' •� I �� BEND AS NEEDED VALVE NUT EXTENSION TO I � �-- _ A 2-45' BENDS WITHIN 5" OF SURFACE- �� MANHOLE NOTES: ABSOLUTE MIN. GRADE 1/8'/FT.(1%) D,z PLACE VERTICAL WALL ON UPSTREAM SIDE OF ROUNDED I•-- o i I r"c" CONCRETE CAP VALVE z I DO NOT COVER i I , MANHOLE. ROTATED 45 DEGREES. g u� DRAIN HOLES ♦ti I I C ciI WITH CONCRETE ��� 2. WHERE PVC PIPE IS UPUZED, INSTALL A RUBBER z Ln �a RING OR GASKET COLLAR WHERE THE PIPE IS IN CONTACT NTH MANHOLE BASE AND/OR MANHOLE rfr= 5 - 1rR H.4<• I I CHANNEL, IN ORDER TO INSURE A WATERTIGHT MIN. GRADE T/4"fFT. 2$ NOTES: _ THRUST BLOCK I SEAL ( ) 1. ALL SERVICE LINES TO BE 4" Lu 3. UNLESS OTHERWISE SHOWN, MANHOLES SHALL - -.- .. +, INSIDE DIAMETER UNLESS ' • HAVE 0.1 FALL FROM UPSTREAM INVERT TO D OTHERWISE NOTED. I THRUST BLOCK r; r r ��•:4 +� - I CUBIC YARD 5 PLAN DETAIL DOWNSTREAM INVERT. FOR PIPE SLOPES 1` a°° 2. TYPE 'C" SERVICE WILL ONLY BE I i -- GREATER THAN 2.5% SLOPE, SEE PLAN Sc „° I yz �', �, •*�,t,;.Y ;r"' OF WASHED PROFILE. ALLOWEA IF SPECIFICALLY APPROVED I I. GRAVEL „ „ BY THE ENGINEER. 8' GALV. SCH 40 STEEL DI LINE TO CITY p " E A; .. SURROUNDING �'` POST. FELL WiTr•i CONCRETE AND MAINLINE DRAIN HOLES TEE MJ JOINT- " ° 4 dd 15 FT' DEEP OR GREATER WITH PAINT FEDERAL SAFTEY YELLOW LU H 3. TYPE E" ALLOWABLE FOR TRENCHES d ` 'O (2"x8"x12") CONCRETE BLOCK co°gid° a'd�Qq°a PRE-APPROVAL BY THE ENGINEER. Q I FLANGED JOINT -3/4" BEDDING I i 2' SPOOL / FRAME & COVER 4. USE 6" OF TYPE €BEDDING ALL I o- FINISHED GRADE AROUND EACH SERVICE. I� d 4 VALVE &HYDRANT _.r: �.. $ 6„ SANITARY SEWER I i COMPACT T" MAX. - SERVICE LINES DETAIL € ( 0 -CONCRETE COLLAR BACIOILL IN 6" LAYERS I '.. TO 954 OF ASTM 0-59E _ 6' MIN ' COMPACT APPROVED 6'MIN ,e ` Ae PRECAST MONOLIT1+C i B MATEMAL I e f r-- 95% OF ASTM CONCENTRIC CONE SECTION tY fa-696 i tlr� tY MAX MAX GONG. COLLAR GASKET ALL JOINTS SHAPED �€D S0( 3' qb° °ad dd �`�/ \S SCORE CONTROL JOINT #4 REBAR, 12" OVERLAP EXCAVATE FOR � riALES. °ad4db�fl \ 0 4 PLACES 4'-0" DIA PRECAST CONCRETE MANHOLE BARREL SECTIONS AS RE.Q'D SHAPED SUBGRADE GRANULAR FOUNDATION CONNECTION�EOR APPROVED m I; :' PIPE BEDDING FOR RIGID PIPE 4. 1 TYPE A % D DEE B CUT UNE F �= *• COMPACT V MAX. 9 of ASTM BB-ACKFU l�•y si • 1' 1/8 LONG ASPHALT PAVEMENT * 1 '± 6" MR4 APPROVED 'MIN RADIUS BEND a ®. • \� OR EXISTING ROAD %. �.�. '.,'I •4s y� SEDi�t4&'MATERIAL V. •. f�\ a i ............... 2 -� TO 954 4F ASTM '• Ea t , 12" D-69� 1 12" 18" 0 X 30' TALL MAX I t MAX . wy I=` o RUBBER BOOT 1 A i� . a _ _ _ EXCAVATE FOR BELL KOLES.. THE WORD `WATER T � v 6" 1�r + • :' *f' .�. PREFABRICATED BASE. SHAPED SUBGRADE GRANULAR FOUNDATION -- 100 TO BE ENGRAVED VALVE BOX- •Q dao dp ,aa 11 BOLLARD w ON COVER I. -� , . ,. PIPL BEDDING DETAIL FOR FLEXIBLE PIPE o a. ,aqq� °d°d� dbgb - CONCRETE COLLAR FOR VALVE BOX ,+, I a 7 -* � dgO�t Fti9s0 b'°o '°nOpeO TEE OR APPROVED w uj PIPE BEDDING DETAILS CONNECnON+ TYPE G_ TYPE E QUNMSTURBED EARTH (SEE NOTE 2) (SEE NOTE 3) a A SEWER MANHOLE SECTION d Q uj ►- Lu Lu