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HomeMy WebLinkAboutAPP & PLANS - 04-00332 - Pioneer Village - Site PlanCITY OF REXB URG PERMIT # BUILDING PERMIT APPLICATION 19 E MAIN, REXBURG, ID. 83440 Please complete the entire Application! 208 - 359 -3020 X326 If the question does not apply fill in NA for non applicable PARCEL NUMBER: R Q �, W c T B_ b �U o SUBDIVISION: 10 p eog V l L L UNIT# BLOCK# LOT# OWNER: F LA T LA E 6 S b F I D A HO CONTACT PHONE # - - 709 - (. 1 -5 7 PROPERTY ADDRESS: PHONE #: Home ( ) Work ( ) Cell ( ) OWNER MAILING ADDRESS 430 w H l a CITY: B k FT STATE _ t b ZIP: 232 APPLICANT (If other than owner) (If applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.) MAILING ADDRESS OF APPLICANT S A M E PHONE #: Home CITY: Work ( STATE; ZIP Cell ( ) CONTRACTOR: PHONE: Home# Work# Cell# MAILING ADDRESS: CITY STATE ZIP How many houses are located on this property? Did you recently purchase this property? No Yes (If yes give owner's name Is this a lot split? NO YES (Please bring copy of new legal description of property) PROPOSED USE: C O /tA, Nl E 1ZG. t AL_ — s ne 1 p ^ ALL- (i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garage, Commercial, Addition, Etc.) APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION Under penalty of perjury I hereby certify that I have read this application and state that the information herein is correct and I swear that any information which may hereafter be given by me in hearings before the Planning and Zoning Commission or the City Council for the City of Rexburg shall be truthful and correct. I agree to comply with all City regulations and State laws relating to the subject matter of this application and hereby authorized representatives of the City to enter upon the above - mentioned property for inspections purposes. NOTE: The building official may revoke a permit on approval issued under the provisions of the 2000 International Code in cases of any false statement or misrepresentation of fact in the application or on the plans on which the permit or approval was based. Permit void if not started within 180 days. Permivoid if work stops for 180 days. Signature of 11 / A / Q DATE WARNING — BUILDING PERMIT MUST BE POSTED ON CONSTRUCTI Plan fees are non - refundable and are paid in full at the time of application beginning City of Rexburg's Acceptance of the plan review fee does not constitute plan "Building Permit Fees are due at time of application" "Building Permits are void if you check does not clear" Irl E NOV 2 9 2004 1 r► NAME PROPERTY ADDRESS SUBDIVISION Dwelling Units: SETBACKS FRONT SIDE SIDE I:-ON Front Footage (if applicable) Permit# SURFACE SQUARE FOOTAGE: (Shall include the exterior wall measurements of the building) First Floor Area — 15, � Q � "( Unfinished Basement area Second floor/loft area Finished basement area Third floor/loft area Garage area Shed or Barn Carport/Deck (30" above grade)Area Ammoki (Need Estimate) $ T(yyD V7" PLUMBING PLUMBERS NAME CITY . STATE FIXTURE COUNT CLOTHES WASHING MACHINE DISHWASHER FLOOR DRAIN GARBAGE DISPOSAL HOT TUB /SPA SINKS (Lavatories, kitchens, bar, mop) WATER METER COUNT ZIP ADDRESS PHONE( SPRINKLERS TUB /SHOWERS TOILET/URINAL WATER HEATER WATER SOFTENER WATER METER SIZE HEAT (Circle all that apply G Oil Coal Fireplace Electric Commercial Buildings & Apartments with 3 or more units Only PLUMBING ESTIMATE $ STORM WATER LENGTH FRONT FOOTAGE STRUCTURES DESCRIPTION USE BEDROOMS (If Applicable) APT. UNITS (If Applicable ) OCCUPANCYLOAD TYPE OF CONSTRUCTIONAS PER IBC_ ROOF CLASSIFICATION HEAT TYPE FLOOD ZONE OCCUPANCY (As Per IBC) l Parcel Acres: 2 Sep 08 04 02:15p SCHIESS & ASSOC. CITY OF MYB URG (208)522 -9232 Site Plan R eview APPLICAT1dN � CITY OF _EXBUR_G e N •�>vifiRlC�'S F��.Mt14Y Ci7MhtUI�ITY General Information SubdivisionNatne (l/leL Total Acres 19 6 e - "--, Intended Land Use Circle residential, single - family, multi- femily co c ' , industrial Property Address (es Legal Description kI FSIe! St�/xI� vlsio� ,Y - Existing Zoning (Circle one ) LDR, LDRI, LDR2, MDR. HDR, HDR2, BD 1 Owner /Applicant Information (w slur of Rrenrd Name 7/,rrE"5 Address Address City z( ci State j Email Telephone F,-Lx — 7CJa Emai.f Fax A nnH...f Namc Address �/� �/ Z ^'� su, /� /zS City F-- State Teleplione 3`5"' Email , �i��J� ,C� f v lam.' I & S4k ie_Ss e. . CAPPA_ F,-Lx s z z _. '72-? Z_ p.2 0 nklIA - 1 ann' n -oar+ Sep 08 04 02:15p SCHIESS & ASSOC. 0TY OF REXB URG SUBDIVISION INFORMATION (208)522 -9232 p.3 Lot Types Number of Lots Acres Residential Dwelling units per acre (gross /net Commercial 6 4 1 Al 9 /q A C leis' Industrial Common (Landscape, Utility, Other) LA►+�S Za,"/ :7!• t� Ae ! /p' 9�S�q. /% Open Space I Total Site Plan Review APPLICATION I understand: 1. This application is subject to accnptanee by the City of Rexburg upon determination that the application is complete.. 2. The hearing date is tentative and subject to change with notice 3. This application is subject to a public hearing before die Rexburg, Planning and Zoning Commission_ 4,. The application fee is non - refundable All information statements, attachments, and exhibits included with the application subrnitW are true to the best of my knowledge.. si Date 9- 7 CIO E wuln i 1.nn7 -n - An0 Oct 15 04 01:31p SCHIESS & ASSOC. (208)522 -9232 p.2 - S4 Sehiess & Associates ENGINEERING • PLANNING • LAND SURVEYING 7103 SOUTH 45TH WEST, IDAHO FALLS, ID 83402 REXBURG, ID OFFICE: (208) 522 -1244 • FAX: (208) 522 -9232 OFFICE: (208) 356 -6092 • FAX: (208) 356 -6468 October 15, 2004 John Millar City of Rexburg 12 North Center Rexburg, ID 83440 RE: Pioneer Village / South Fork Plaza — Estimated Fire Flow Schiess Project No.: 04084 / 04028 Mr. Millar: The City of Rexburg has requested flow and pressure measurements for the proposed developments named below. We have also been asked to estimate the expected fire flows inside the developments. The expected pressures are lower than the measured pressured due to head loss in the pipe that separates the mainline where we measured and the proposed hydrant on the Ion est pipe in the subdivision. We have assumed that the conditions recorded on Oct 4` can be expected at the entrances of the proposed projects. Pioneer Village — On Pioneer Road, east of Gold Gyro Estimated flow inside development Measured flow on Pioneer Road — Oct 4 Proposed hydrant in NE corner Flow — 1385 gpm Flow — 1385 gpm Pressure — 81 psi Pressure — 53 psi Taylor Property — 2:45 pm — On Highway 33, south of Taylor Chevrolet Estimated flow inside development Measured flow on Hwy 33 — Oct 4 "' Proposed hydrant in SE corner Flow — 1301 gpm Flow - 1301 gpm Pressure — 81 psi Pressure — 48 psi It is evident that from our head loss calculations that pressure during a fire event far exceeds the required pressure o Sincerely, U �� �p�3TEk o % , zvj - ' . 89�2 H. Paul H. Scoresby, PE Chris A, Park z N 0 0 W W U W H H Z N H W W S N Q W z c� i 0 Q a c v C co co CD 0 � n U �v c a� 0 C 0 C E Civil Sitework for ' Rexburg, Idaho PROJECT NO. 04084 October 2004 NA L � �sre 4 642 - o y TE OF iOP� 0 G � N• SCoR� Designed By NJ Schiess &Associates LIVVINLLNINU •I -LAND SURVEYING 7103 SOUTH 45TH WEST 310 N 2ND EAST, SUITE #125 IDAHO FALLS, ID 83402 REXBURG, ID 83440 OFFICE: (208) 522 -1244 OFFICE: (208) 356 -6092 FAX: (208) 522 -9232 FAX: (208) 356 -6468 0400332 Sits Plan PiOCt�c t �'illa�c Rc wised 10; 22/2004 -M 1 U U; <z 0 a c 0 c z r z U. a; c i i q) E INDEX COVER G -1 C -1 C -2 C -3 C -4 C -5 C -6 C -7 C -8 C -9 C -10 C -11 D -1 D -2 D -3 D -4 PROJECT LOCATION VICINITY MAP /LOCATION MAP /INDEX /ABBREVIATIONS/ CONTACTS /GENERAL NOTES OVERALL SITE, PARKING, & LIGHTING PLAN STORM DRAINAGE & GRADING PLAN STORM DRAINAGE & GRADING PLAN STORM DRAINAGE & GRADING PLAN STORM DRAINAGE & GRADING PLAN WATER PLAN WATER PLAN WATER PLAN SANITARY SEWER PLAN SANITARY SEWER PLAN SANITARY SEWER PLAN STORM DRAINAGE DETAILS 0 WATER DETAILS SANITARY SEWER DETAILS MISCELLANEOUS DETAILS m - - •'PS -( - - s^ss -f - -E 12"30- GENERAL NOTES: 9 , 0, UTILITY & SERVICES CONTACTS CONTACT PHONE # CITY OF REXBURG ENGINEERING DEPARTMENT ........ ............................... ...........................JOHN MILLAR ....................... (208) 359 -3020 DEQ.......................................................................... ...........................WIWE TEUSCHER ...................... (208) 528 -2650 DIGLINE (CALL BEFORE YOU DIG) .............................................. ............................... ..........................(800) 342 -1585 SCHIESS & ASSOCIATES PROJECT ENGINEER ................ ............................... ...........................PAUL SCORESBY .................... (208) 522 -1244 PROJECT MANAGER .................. ............................... ...........................KURT ROLAND ....................... (208) 522 -1244 PROPOSED MANHOLE PROPOSED FIRE HYDRANT PROPOSED WATER VALVE PROPOSED INLET BOX PROPOSED LIGHT POLE PROPOSED CURB & GUTTER PROPOSED PRESSURE SEWER PROPOSED SANITARY SEWER PROPOSED STORM DRAIN SEWER PROPOSED WATERLINE DIRECTION OF DRAINAGE FLOW EASEMENT 1. SPECIFICATIONS AND DRAWINGS FOR THIS WORK ARE THE ISPWC 2003 EDITION. THE DETAIL DRAWINGS HEREIN SUPPLEMENT THE ISPWC 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 IN EACH LOCATION. 3. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 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 HIS 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 APPROPORIATE 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 REQ'D TRAFFIC CONTROL IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 10. DO NOT ALLOW MORE THAN 12" OF GRADE RINGS ON MANHOLES BEING RAISED. 11. 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. PROJECT NO. 04054 DATE: OCT 2 004 ATE DESIGNED BY: DRAM BY: K. ROLAND J. CROFT CHECKED BY: APPROVED BY: K. ROLAND P. SCORESBY HORIZONTAL SCALE VERTICAL SCALE NTS NTS S4 Schiess & Associates ENGINEERING" PLANNING -LAND SURVEYING Idaho Falls 522 -1244 Rexburg 356 -6092 EXISTING ABBREVIATIONS EXISTING MANHOLE ELEV. ELEVATION EXISTING FIRE HYDRANT FF FINISHED FLOOR EXISTING WATER VALVE O. INVERT ® O.C. ON CENTER ® EXISTING INLET BOX REQ'D REQUIRED EXISTING LIGHT POLE STD STANDARD TEMP TEMPORARY -- EXISTING CURB & GUTTER TYP TYPICAL e SS EXISTING SANITARY SEWER TBC TOP BACK OF CURB FL FLOW LINE OF CURB - -- ,z °so--- EXISTING STORM DRAIN SEWER - 6 °w- EXISTING WATERLINE WATER NOTES: 1. ALL WATERMAN PIPE AND FIRE SPRINKLER SERVICE PIPE ON PRIVATE PROPERTY IS TO BE AWWA C -900 CLASS 150 PVC WITH AWWA C153 MJ FITTINGS. ALL WATERMAN PIPE IN CITY STREETS IS TO BE CLASS 51 DUCTILE IRON PIPE WITH AWWA C -153 MJ FITTINGS. POTABLE WATER SERVICE LINE PIPE IS TO BE AWWA C -901 CLASS 200 SIDR 7 PE. 2. MINIMUM COVER OVER WATER LINES IS 5 FEET. 3. THRUST BLOCKS SHALL BE PLACED AT ALL DIRECTION CHANGES IN THE PRESSURE PIPE. PROVIDE TEMPORARY CAPS AND TEMPORARY END THRUST BLOCKS AT ALL TEMPORARY WATERLINE TERINATION POINTS AS REQUIRED DUE TO PHASED DEVELOPMENT. 4. ALL FIRE HYDRANTS TO BE WATEROUS OR CLOW BRAND. 5. FIRE HYDRANTS SHALL HAVE TWO 2 -1/2" DIAMETER HOSE NOZZLES, AND ONE 4 -1/2" DIAMETER HOSE NOZZLE. 6. COORDINATE ALL METER INSTALLATIONS WITH THE CITY OF REXBURG. 7. WATER PIPE MUST HAVE A MINIMUM SEPARATION DISTANCE OF 10' FROM ANY SANITARY SEWER OR STORM SEWER MEASURED FROM THE OUTSIDE OF EACH PIPE AS OUTLINED IN THE ISPWC 2003, STANDARD DRAWINGS SO -407. 8. INSTALL WATTS SERIES 009 RPZ BACKFLOW PREVENTER OR EQUIVALENT AS PER MANUFACTURES AND CITY OF REXBURG REQUIREMENTS WITH EACH IRRIGATION SYSTEM INSTALLED. ALL BACKFLOW PREVENTER LOCATIONS ARE TO BE DETERMINED BY CONTRACTOR. SUPPLY ENGINEER WITH LOCATION OF EACH BACKFLOW PREVENTION SYSTEM AFTER INSTALLATION IS COMPLETE. 9. COORDINATE LOCATION OF WATER METERS FOR SPRINKLING SYSTEM WITH OWNERS SPRINKLER IRRIGATION PLAN. 10. CONSTRUCT WATERLINES TO 5' OUTSIDE PHASE LIMITS IF CONSTRUCTED IN PHASES. 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 OR AWWA C153 MJ TEES WITH A SLEEVE AT EACH CONNECTION. SEWER NOTES: 1. ALL SEWER MAIN LINE PIPING IS TO BE ASTM D -3034 SDR 35. �S\ONAL E� 2. ALL SEWER SERVICES TO EACH BUILDING ARE TO BE 4 INCH DIAMETER. C � A G IST ER F . 3. GRADE ALL FINISH SURFACES AWAY FROM MANHOLE LIDS. S Q TTT STORM DRAIN & STREET NOTES 88 _ � 1. GRAVITY STORM DRAIN PIPE IS TO BE PVC RIBBED ASTM -794 46PSI. /`-' �O q T P � 2. USE CURB AND GUTTER TYPES SHOWN ON THE PLANS. �G� y'E S C D C -) 3 . ALL CONCRETE SHALL BE CURED WITH A CURING COMPOUND MEETING REQUIREMENTS OF ASTM C -1315. PIONEER VILLAGE SHEET FUTURES G -1 OF VICINITY & LOCATION MAP /LEGEND No. DF IDAHO INDEX /ABBREVIATIONS /CONTACTS 1 16 GENERAL NOTES REV. NO. VICINITY MAP NOTES: / 1. PROPOSED LIGHTING (50' RADIUS FOR THE LIGHT / BEAM) 25' GALVANIZED POLE WITH A 6' ARM WITH / A FLAT LENS AND A 150 WATT HIGH PRESSURE SODIUM LIGHT BULB. z � O Q / O v; ° ° r , ° ry /i / r m i J o o Y . �u �\ \ \ \ T O EXISTING STORM POND IN -z j�Q �� WESTATES SUBDMSION c: 24� V 12 ieft I I � — — — --- -- - -- - -- ----- r r: S5, 23 O 1 _ o 7 S Z4' 7 , O w ~ i �• y ; W / 23' ' ro Q I _ 3 , 24' 0 � row - ' op i i w a 24 4 L. I i� S Y�� „� °� // l%/ i _ 1 ' per i i i < o 6W 30 am Y L 06V - �Ov � -�' 24 1-- w w 4Y��E o 2 ' 24 , / i 3a` 0 F 28' � t 24'k -- € 17 2 24' 1-- 24' t / / / o Q SQ. � 0 14 �f 2� , , 9 24 . 11 n. anfo (!� 3 ,•, . 24� r. U 17 L 10' ` o 32 28 - SNOW t Ff.. ” ® 5.000 E � J. , 4; ~_ 2.500 2,500 2,500 2.500 2.504 2app 24 3 T So. Fr. .. 2 \ OPd ®PR9 SQ. FT. SO. "fT. SQ. FT. eF, SHa FT, Sq. FT T . E ) - 27_' s A _ = - - - -- - -- - - -- - - -- - - -- - -- - -- -- - -- - - -- - - - - - - -- ------------ - - - - -- SAO NA L F C. o °R N !- _.. ` 15' ROBERT CAL INGRESS AND EGRESS 10' MOUNTAIN AG 1 � \ S T SUTHERLAND ER EASEMENT INSTRUMENT INSTRUMENT INSTRUMENT 4� #8842 L G FO \ INSTRUMENT / / 233929 GLADYS DALL 175357 } 138965 Q 0 233929 INSTRUM j \ 240106 I I 1 \ �Y z° S C OR U - PRO N0. 04084 PIONEER VILLAGE SHEET °"'1s`. ` DAZE OCTOBER 2004 N0. Schiess & Associates FUTURES C _, PTION REV. BY CKD. BY DATE DESIGNED DRAMN W. K. RotAND J. CROFT OF OVERALL SITE PARKING & REVISIONS TO DRAWINGS CHECKED BY: APPROVED BY: ENGINEERING- PLANNING -LAND SURVEYING NO. OF This document or any part thereof In dstol or design concept h th e prcp.rtyy of Schloss k K. ROLAND P. SCORESBY IDAHO LIGHTING PLAN 2 16 Aseociatce and shall not be oWlsd N any form without the written autha J.; of Schloss k HORIZONTAL SCALE: VERTICAL SCALE: Idaho Falls 522 - 1244 Rexburg 356 - 6092 Aasodatee. 1' - 100' N/A REV. NO. / I / f / p ; z / C � t <, a / � - - - - - -- t25' T BASIN 7 ° A* O O tT 0 �v N , 2 1 SQ 1 r 00 � / ' GRATE ELEV = _ INV ELEV =.F.F. — 4859.30 v'!/ j LL c \ 9 ; GRATE ELEV= 4856.00' g ' r ', ?INV ELEV =4851.50' E 7521 11 >_ L i / CATCH BASIN 2 D -4 °57.00' �4'�g�po GRATE ELEV= 4857.30' I Cn h -4a% Spy` © INV ELEV= 4852.73' B - - - -- N RIM ELEV= 4856.28' ?,. / 9 CAS 9 9 S S /, / 7 9 FIRE A9� 4�� �. INV ELEV= 4851.01' duo /�/ / / I D--4 O �� T3 S BSp p 4 PARMING N �' � .�, , I GRATE ELEV- 4857.00' Q ! r RIM ELEV= 4857.19' N o o. • INV IN ELEV= 4852.44' i G> D -4 INV IN ELEV= 4851.73' Sg0 INV OUT ELEV= 4852.34' 12 59• INV OUT ELEV= 4851.63' ��5 tS 50 GRATE ELEV--4856.65' 2 .E, 1.4 t.7X \ INV IN ELEV= 4851.93' INV OUT ElEV= 4851.83 1 "SDI' Q .( - 58.50 0 0 4 F �® 0..22% E 752021.3582 FL7Se 50 0 0 2 pi3 . 2 70,6172 E 7518384155 E 12' s / x .91 �� 1 2 LSD D - / 7�F TAI­ 57_5 O : a j ' ��� RI� IM ELEli= 4856.11' F Q INV N &S EL.EV= 4851.44' SD \ ` !! F INV E &W ELEV= 4851.34' b E l a s s, �� .- . �� O S` D-4 - ! 3 U �g� 115° 9G L \` � g r \ G STE " 8842 ZZ OF o SC O p \ PROJECT NO. 04084 PIONEER VILLAGE SHEET A REVISED aRADwc J= KJR I 1ttSEPO4 DATE: OCTOBER 2004 Schiess & Associates FUTUS DRANK BY: `' r NO. ,{ �_.,... "' - DESCRIPTION REV. BY CxD. BY DATE ESIf;ft DED BY: — o K. ROLAND J. CROFT OF STORM DRAINAGE & GRADING PLAN NO. OF REVISIONS TO DRAWINGS atEacm BY. APPROVED Br. ENGINEERING- PLANNING -LAND SURVEYING 3 16 This document or part thereof In dotal ar drign concept Is the property of Schloss k K. ROLAND P. SCORESBY IDAHO Associates and anal not be copied In my form without the written autharkatlon of Schleu k HORIZONTAL SCALE: VER SCALE Idaho Falls 522 - 1244 Rexburg 356 - 6092 REV. NO. A Associates. 1 — 4O' N/A C =58.93' a� J O h - k#. =58 � O • �S ,5 GRATE ELFV- 4856.50' INV IN EtFI/= 4853.17' \ / INV OUT ElEY= 4853.07 a - CATCH BASIN 2 -- /S . - o / _ - �) D -1 \ N q - <._..._ ,'' .� D _ GRATE ELEV- 4856.50' - E 751898.17 2 INV ELEV- 4852.98' 7 3663 751911.9224 ', 4 45.08 LF. - _ - - - -- 0 GRATE ELEV =4858.00' o -' :� O 0.222 V .01 ^ /^ 0 o INV ELEV= 4853.99' ` 0 8 O ' ry V o� ��p .a SD j '93 L�F p u �' /1 u � ' I V –� co a 8 j� o� 7 MANHOLE c / I 2 CATCH - BASIN (TM) c / \ _ d �:J ��/ n, D-1 rTl'P) I ��,�YI� J N N GRATE ELEV = 4857.25' i ? 5 INV OUT ELEV= 4853.73�� 0 2276 �- 12 i n a a - 0 N 782098.5977 21.2 12 ^sD4 -. - D-4 . / } ' -- �� o . E 751990.2 9 12 "SD �� N 782218.4554 - c / E 7519 1. 1 0 _ GRATE ELEV= 4857.00' / INV IN ELEV -4853 46' v INV OUT ELEV= 4853.36' Sg 0.2,E e e e e e e �, cr a e e e e c / F L�58. E• 12 s s s s s s _ ,. J� s sass 'C s Q E 752042.43 / 500 , .00 r o, o oso. s gi ` ° o �h o o s o. o o.`o, sj .00so. 5, 000 // �2 TBC= 58.50'x° a� h GRATE ELFIN= 4858.65' / �- 58.00' A S Q. FT. INV ElEV= 4854.14' Ode��esm F .F. F F 4860 70 e o �O s0• ! s$ S O. ��� � R; �Ol N F.F. 4859.8 ' GORE LANE NO - 2,500 2,500 2,500 2,500 2,500 2,500 c I S �. Ste+(_• f' ii. _5.Q� �. -- - S / 'z.. >< - - _ SQ.- 1 ' I SQ. FT. _ – �c,\ONALE 1 �� �� -- - INGRESS AND EGRESS MOUNTAIN A( 8842 EASEMENT INSTRUMENT s /0 INSTRUMENT # # 233929 wG 233929 y SCORE PRO�cr No. 04084 F&�D RADW � • PIONEER VILLAGE E A G KJR te3EPO4 DATE: OCTOBER 2004 NO, - .• DESCRIPTION REV. � �. BY DATE DES BY DRANK BY ch & Associates FUTURES C_4 o K. R�IAND J. CROFT � OF STORM DRAINAGE & GRADING PLAN ND . of REVISIONS TO DRA WINGS CHECK 8Y.6 PP AROVED aY ENGINEERING- PLANNING • LAND SURVEYING This d Associates. a mt a my pare er.r.of H &t.1 a d-Im amapt is tM prop.rty or Sow— A, K. ROLAND P. SCORESEN IDAHO 5 16 Apadata and troll not be oopl.d in my tam wRhaut th. w Mm authorizatlon of ScI k HORIZONTAL SCALE: VERTICAL SCALE: Idaho Falls 522 - 1244 Rexburg 356 - 6092 Associates. 1" 40' NSA REV. NO. A > I 50 LF. — ? iZ °SD. ( "SO AL A — 12 SD �� 132.91 t F 5D O 0" —( 1 z sD �Ca �- 1 "SD 12" —� 5 7.5 0 ft5 .0 z Q RAP \dos a� Ln 1X MANHO - _ -_;__ - - -- ---- - - - - -- -- - - -- ° ems � r. ' - - - - -'� ' TYP) . 3 / " ♦ D a ` 's t CATCH BASIN ry GRATE ELEV= 4858.00' �'2" I $ - INV IN ELEV- 4851.94' \ �( — — OUT ELEV- 4851.84 48 11 - / _ GRATE ELEV= 57.50' 47 4 LF \ o ! I INV ELEV =4852.44' oo / o sD o QI, � •d .' 'S h ti � �'� S� ` ' � ,(0G ��g. \ • o TCH BASIN t n ? cN Ln 5 000 7 T L ! SQ Q . CT . I i . �q�� 127 �. F.F. = 4859.30 -- E t2"s'o- .00 LF O o.22X - o I 1 2"SD \ a 12 GRATE EIEV =4657.50' so GRATE ELEV= 4857.50 { " ` ' a s INV IN B- INV - INV IN ELEV= 4852.62' D e INV OUT ELEV= 4852.16' % INV OUT ELEV= 4852.52' 1 q D - 4 \ O s��zt �- i oo h9 g C �ti � , N a y y y v i • 9 � \\ CP �S o P A - - -- h • c 9 X � \`\ N II D 1.0 - D - 4 s5 9.50` - _ \ ' 4 — D a� o J� C n SD 12"SE" a -- - -- — �" b. ' O0, ® < a GRATE ELEV= 4857.50' 1 ,t �2 `� INV ELEV= 4852.74 - "ss -F - _ - GRATE ELEV = 4856.50' /� �� O — GRATE ELEV= 4858.00' - y ' �8B INV ELEV= 4852.92' Vlfa a �s INV ELEV= 4852.84' w O s \ 7 $C, \ I p �� FL , X15 �.. G 6 e I T C - 59.50' m _ " � S � � 25 .00' � � 9 - S NA E NV s r R U pr v� D..4 � o S i / ✓ y "\'� 842 y 0 Z 2 Ci 5 R k S C 0 F, o s ... .,. R PROJECT NO. 04084 PIONEER VILLAGE A BY: REW GRADING JCC I41R teSEPD4 DAZE OCTOBER 2004 Schiess & Associates 77 Tt C 5 NO. S� - DE5R7tIP710N REV. BY CKD. BY DAiE DESx7lED BY: DRANK F v � v �� v — v " K. ROUND J. CROFT OF STORM DRAINAGE & GRADING PLAN OF NO, REVISIONS TO DRAWINGS CHECKED BY: APPROVED BY: ENGINEERING- PLANNING -LAND SURVEYING s is This document or my pat th•r•o, ti d.to1 or dalgn c•napt w the pr•prty of Sohwn t K. ROUND P. SCORESBY IDAHO A� and .han not t» copied „ m ,am rKnout the wittm a,thorl:dtwn or bmw•• s HORIZONTAL SCALE VERTICAL SCALE Idaho falls 522 -1244 Rexburg 356 -6092 REV. N o. A 1' 40' N/A / r� i cv r / \ice C a r- a r` I^ O C C O N N C C G a a` c c � 3 ti v C G Q o ° 1 i c F. F. = 4859.80 FIRE LANE NO i 2,500 2,500 2,500 2,500,5O0 LIGCSI � 1/�' [ \� [/_�) 5fl 0 , C I < S Q. �• V V � �� . . _. �• K � j 1 T S ��C y - FT. Stiff( FT. N • -- .. - .. A C__ r 7� — - - -- �r NA � o F� � � s T E,4 -- INGRESS AND EGRESS MOUNTAIN A( 842 EASEMENT INSTRUMENT s �' - INSTRUMENT # # 233929 9 gT£OF \OPT ) 233929 G � A/ ScoR�' U I N 782414.10 N 782174.66 -- m PROJECT NO. E 751997.99 / E 752029.11 . 5, 0 00 E F. r"_.. Q DATE- OCTOBER 2004 — i FUTURES C _ 8 = > WATER 3 5� E 752029.50 SERVICE(TYP) D-2 J�ATERY REV. BY 00. B Y F.F. 4860.70 BY: DRAWN ft _.. ::, �.,. .,. c Q_ tt - 6 "w - s "w 2 §� 6" "W - s "w- - s "w WATER K. ROUND J. CROFT OF WATER PLAN REVISIONS TO DRAWINGS D -2 METER TYP APPROVED B ENGINEERING- PLANNING -LAND SURVEYING c N0' of This dou•nent or any part thereof h detail w dnir oanept to the Proper!y of Schloss k Associate W N torn K. ROUND P. SCORESBY o ° 1 i c F. F. = 4859.80 FIRE LANE NO i 2,500 2,500 2,500 2,500,5O0 LIGCSI � 1/�' [ \� [/_�) 5fl 0 , C I < S Q. �• V V � �� . . _. �• K � j 1 T S ��C y - FT. Stiff( FT. N • -- .. - .. A C__ r 7� — - - -- �r NA � o F� � � s T E,4 -- INGRESS AND EGRESS MOUNTAIN A( 842 EASEMENT INSTRUMENT s �' - INSTRUMENT # # 233929 9 gT£OF \OPT ) 233929 G � A/ ScoR�' U c PROJECT NO. 04084 PIONEER VILLAGE E F. r"_.. DATE- OCTOBER 2004 Schiess & Associates FUTURES C _ 8 = DESCRIPTION REV. BY 00. B Y DATE BY: DRAWN ft K. ROUND J. CROFT OF WATER PLAN REVISIONS TO DRAWINGS warm B Y: APPROVED B ENGINEERING- PLANNING -LAND SURVEYING N0' of This dou•nent or any part thereof h detail w dnir oanept to the Proper!y of Schloss k Associate W N torn K. ROUND P. SCORESBY Idaho Falls 522 Rexburg 356 IDAHO 9 16 and shall not copied any without wrRten wtharizatbn or Sahl•p k Asoo -- HORIZONTAL sane 1 " - 40' VERTICAL SCALE N[A -1244 -6092 REV. No. c PRQECT ND. 04084 PIONEER VILLAGE %EET A RtnsEn MANttOLE PoM ELEMATKN,S JCC KJR t asEPD. DAM OCTOBER 2004 S c h i e s s &Associates FUTURES No. DESCPoPRON REV. BY CKD. BY DATE DES'QN o BY' K. ROUWD DR A W+ �` J. CROFT U - 9 OF SANITARY SEWER PLAN REVISIONS TO DRAWINGS N0' of C HE CK ED Br. K. ROLAND APPROVED B, P. SCORESBY ENGINEERING- PLANNING -LAND SURVEYING IDAHO 10 16 This aowmwnt ar an part thawof In or a«qn eanapt a the proprtyy or smt.d k Jm HORIZONTAL SCALE: VERTICAL SCALE Awwektsrr and dbM rwt Da wDbd N any torm wlthw the rrttW auttwr any or Schh" k Idaho Falls 522 -1244 Rexburg 356 -6092 m aw ' 1 ` _ 40' REV. N0. A J A ' RIM ELEV =4857.44' a'G INV IN ELEV =4848.70' // i pg �Cj INV OUT ELEV =4848.60' CV / PROECr NO. 04084 O = PIONEER VILLAGE SHEET A REVISED MANHOLE RN/ ELEVATIONS ,IOO I KM 18%PD4 OATS OCTOBER 2004 a - 0 m' OD N 55•� DATE h�`� , DRANK EfY: J. CROfT ENGINEERING e PLANNING -LAND SURVEYING s i SANITARY SEWER PLAN C -10 co - �@ APPROVED Bri NQ OF a Tbb do nent or my Part thereof „ dotal or doo4n concept Is the y of Sohiae k Aaodata and shall not be property copied h any form WRhOUt th erHt Schloss t �O P . SCORE58Y Ln Ln c-- v; 1 1 16 HORIZON SCALE _ - T' 40' YERl CAL SCALE N/A authorization of Associates _... __ _ - -_ - Idaho FOIIe 522 - 1244 Rexburg 356 - 6092 a REV. N0. A cN i d \ C \ C �_ \ SS., LFO?FOR / O RIM ELEV =4857.26' 100 \ a N 782179.0119 931.89 _ - INV ELEV =4850.06' __ •. I N 7 520.6538 1 . E,111 936.6 8 ' c c g a• d Oy ` RIM ELEV 4856.85' - -- 782620.1994 INV IN ELEV 4848 59' INV OUT ELEV= 4848.49' j Q, c in E 751927.1565 c _ m ° N 782279.0119 F CL E 752045.8933 -t "ss — — c 0 OOO MANHOLE T , J A ' RIM ELEV =4857.44' a'G INV IN ELEV =4848.70' // i pg �Cj INV OUT ELEV =4848.60' CV / PROECr NO. 04084 PIONEER VILLAGE SHEET A REVISED MANHOLE RN/ ELEVATIONS ,IOO I KM 18%PD4 OATS OCTOBER 2004 Sch &Associates FUTURES N0. OD REV. BY z co DATE DEAD BY: K. ROLAND DRANK EfY: J. CROfT ENGINEERING e PLANNING -LAND SURVEYING V SANITARY SEWER PLAN C -10 co - �@ APPROVED Bri NQ OF a Tbb do nent or my Part thereof „ dotal or doo4n concept Is the y of Sohiae k Aaodata and shall not be property copied h any form WRhOUt th erHt Schloss t �O P . SCORE58Y Ln Ln 1 1 16 HORIZON SCALE _ - T' 40' YERl CAL SCALE N/A authorization of Associates _... __ _ - -_ - Idaho FOIIe 522 - 1244 Rexburg 356 - 6092 REV. N0. A i Oo SS., LFO?FOR / RIM ELEV =4857.26' 100 - INV ELEV =4850.06' __ •. N 7 520.6538 E,111 936.6 8 ' g ` RIM ELEV 4856.85' - -- 782620.1994 INV IN ELEV 4848 59' INV OUT ELEV= 4848.49' E 751927.1565 - OOO MANHOLE T , FT. g @ �° 782633.9616 (Typ) D -3 8616 E 752041. N E 752041.6740' 4860.70 IZ _e^ a "55 _ �0� 1 F ® 0.40% 6 , , RIM ELEV= 4859.06' LRIM i INV ELEV= 4850.06' I I SANITARY SERVICE / 3 fTvo% D -3 ELEV = 4860.40' PROECr NO. 04084 PIONEER VILLAGE SHEET A REVISED MANHOLE RN/ ELEVATIONS ,IOO I KM 18%PD4 OATS OCTOBER 2004 Sch &Associates FUTURES N0. ,...- DESCRIPTION REV. BY CC. BY DATE DEAD BY: K. ROLAND DRANK EfY: J. CROfT ENGINEERING e PLANNING -LAND SURVEYING of SANITARY SEWER PLAN C -10 REVISIONS TO DRAWINGS CHECKED BY. APPROVED Bri NQ OF a Tbb do nent or my Part thereof „ dotal or doo4n concept Is the y of Sohiae k Aaodata and shall not be property copied h any form WRhOUt th erHt Schloss t K. ROIAND P . SCORE58Y IDAHO 1 1 16 HORIZON SCALE _ - T' 40' YERl CAL SCALE N/A authorization of Associates _... __ _ - -_ - Idaho FOIIe 522 - 1244 Rexburg 356 - 6092 REV. N0. A i i o00 � O O � F.F. = 4859.80 o FORE LANE NO 2,500 2,500 2,500 2,500 2,500 2,5-00 - PARrimr. - SQ. FT - SQ FT. -SQ: FT. S r SQ. F`f. _ SQ. FT. -- ro o NA - - - -- - Eti c��0 L4 � r �s r f c %L F� I - -- INGRESS AND EGRESS MOUNTAIN A( 18 EASEMENT INSTRUMENT sr Go -7, INSTRUMENT # # 233929 9C,Cq F0 �5�,` 233929 PR NO. 04084 e PIONEER VILLAGE SHEET E " REVISED MANHOLE Rat MEYA ,xxts Jaa wiR ttuEPD4 .- RIM ELEV= 4858.20' / OCTOBER 2004 Sch l ess & Assoc FUTURES i RIM ELEV= 4858.47 f '" INV IN ELEV= 4851.78' N0. DESCRIMM REV. BY i INV ELEV= 4852.86' I INV OUT EI EV= 4851.68' DESIGNED BY: K. RotJWD ORA1M! BY: J. CROFT APPROVED 5,000 ENGINEERING- PLANNING • LAND SURVEYING OF SANITARY SEWER PLAN C -1 1 RE VISIONS TO DRAWINGS g� a r / k. .. •. .. .: - This do t or aan•n any pat thereof In dotal or doolo oonapt lo the propertyy of Schloss k Assodotss and Mail not W cop M any tam rkhout the Schloss k K. ROLAND SQ � — N 782009.D119 C 3 12 16 `� written authorizauon or Assodates 9W126NTAL SCALE' E 752045.8933 D-3 M4 N 782279.0119 i /) Idaho Falls 522 -1244 Rexburg 356 -6092 F.F. 4860.70 - j ss _ —$.. _� .� �— �LF� 0-4 .. — —6 ss —)— ss — 3 — — 8 •SS 1' 40' - N,A 1 I REV. N0. A Go c I O O � F.F. = 4859.80 o FORE LANE NO 2,500 2,500 2,500 2,500 2,500 2,5-00 - PARrimr. - SQ. FT - SQ FT. -SQ: FT. S r SQ. F`f. _ SQ. FT. -- ro o NA - - - -- - Eti c��0 L4 � r �s r f c %L F� I - -- INGRESS AND EGRESS MOUNTAIN A( 18 EASEMENT INSTRUMENT sr Go -7, INSTRUMENT # # 233929 9C,Cq F0 �5�,` 233929 PR NO. 04084 e PIONEER VILLAGE SHEET E " REVISED MANHOLE Rat MEYA ,xxts Jaa wiR ttuEPD4 DATE OCTOBER 2004 Sch l ess & Assoc FUTURES N0. DESCRIMM REV. BY CKD. BY DATE DESIGNED BY: K. RotJWD ORA1M! BY: J. CROFT APPROVED ENGINEERING- PLANNING • LAND SURVEYING OF SANITARY SEWER PLAN C -1 1 RE VISIONS TO DRAWINGS N OF CHECKED This do t or aan•n any pat thereof In dotal or doolo oonapt lo the propertyy of Schloss k Assodotss and Mail not W cop M any tam rkhout the Schloss k K. ROLAND P. SCORESBY IDAHO 12 16 `� written authorizauon or Assodates 9W126NTAL SCALE' VFRIrAL SCALE: Idaho Falls 522 -1244 Rexburg 356 -6092 1' 40' - N,A REV. N0. A LCI N z 0 Q f a M 0 0 0 0 ..�'. - ':,(' .. i - �'•+: �i "'' IDAHO FALLS • D HO LLS STANDARD'— .•i� � - •_ ",' � TYPE If GRATE .r # al Ar y- °�•^ :� • ,} } .`iii" ` __ � •x.3.1- ':;'_•. >> z 0 1 CATCH BASIN — TYPE 1 o - I 0 C3 #4 REBAR cn w LOCATION SIZE S QUANTITY C1 CURB 4 9' -6" a w C3 0 4 2' -0" 4 0 Q U / a KNOCKOUTS TYPICAL (4) o SIDES 18" DIA. TO RECEIVE UP TO 15" PIPE - C GASKET FOR PLASTIC PIPE PLASTIC PIPE-\ iMlill PIPE FOR FLOW THRU CONDITION E = =:d N Z O D ASPHALT GRATE ASPHALT n c0 - n # REBAR BY MANUFACTURER r/ _ 4" CRUSHED GRAVEL AST CONCRETE EL 3' -0" 1. D. A SECTION A d STORM DRAIN NOTES: n 1. ALL CONCRETE PIPES (24" OR LESS IN DIA.) CONNECTED TO MANHOLES OR INLET BOXES SHALL HAVE A BELL AND SPIGOT JOINT LOCATED WITHIN 24" OF THE OUTSIDE WALL o OF STRUCTURE. THIS PROTRUDING PORTION OF PIPE SHALL o BE SUPPORTED WITH CONCRETE UP TO, BUT NOT INCLUDING THE JOINT. u cl 2. ALL EXPOSED SURFACES TO BE GROUTED SHALL FIRST BE COATED WITH AN EPDXY BONDING AGENT. 3. JOINTS, ETC., THAT MUST BE GROUTED, SHALL BE "DRY PACKED" WITH A NON- SHRINK, TYPE GROUT. SUCH AS THORITE (STANDARD WALL PRODUCTS, INC.) OR EQUIVALENT. v; c N0. DESCRP710N REV. BY CXD. BY DATE U ° REVISIONS TO DRAWINGS This doaanant ar my part thsrsof in dstal ar dalgn can It M the proprtyY of Schwa p k Aodatu and shall not M copwd h my farm wRhout the arms autharixatwn at Schwa k Aaodata. O n � �CATCH BASIN — TYPE 2 ' I IDAHO FALLS STANDARD TYPE II GRATE 2' -0" KNOCKOUTS TYPICAL (4) SIDES 18" DIA. TO RECEIVE UP TO 15" DIA. PIPE 23 1/2" I 1 3' -3" 2' -0" PRECAST CONCRETE BARREL 30" INSIDE DIA. BARREL SECTION 3 1/2" 2" REBAR SCHEDULE MARK LOCATION SIZE LENGTH QUANTITY C1 CURB 4 9' -6" 5 C3 CURB AND BOX 4 2' -0" 4 ORM DRAIN NOTES ON D -4 APPLY TO THESE S. C1 ADJUSTING BOLTS - C3 #4 REBAR BY MANUFACTURER KNOCKOUTS TYPICAL (4) SIDES 18" DIA. TO RECEIVE UP TO 15" DIA. PIPE - Z GASKET FOR PLASTIC PIPE o PLASTIC PIPE M GRATE 1 -2 CURB & GUTTER INLET BOX SEE DETAIL TBC SIDEWALK I C1 3 , 13 „ t I t I _ 30' INSIDE DIA. BARREL SECTION 3' -0 "x6 "x3/8' STEEL PLATE - PRECAST CONCRETE BARREL 3 1/2" z O 2 ,. O z D d B SECTION B 4. INLET BOX REBAR SHALL BE TIED TO REBAR IN CURB AND GUTTER WITH STANDARD TIE WIRE. 5. REBAR C3 SHALL BE OF ADEQUATE LENGTH TO BE WIRED TO REBAR C1, AND SHALL BE EMBEDDED IN THE BOX A MINIMUM OF 10 INCHES. 6, THE SPACING FOR THE C1 REBAR SHALL BE MAINTAINED WITH 9 GAUGE WIRE OR ADDITIONAL #4 REBAR AT THE ENDS. 7. SEE CURB & GUTTER DETAILS FOR DIMENSIONS OF CURB AND GUTTER, 8. ALL CONCRETE SHALL BE CURED WITH A CURING COMPOUND MEETING REQUIREMENTS OF ASTM C -1315. 9. ALL EXPOSED STEEL SURFACES (FRAME & GRATE) SHALL BE PAINTED WITH TWO COATS OF OIL BASE PRIMER AND FINAL COAT OF OIL BASE PAINT. APPLICATION RATE & PAINTING MATERIALS SHALL BE IN ACCORDANCE WITH THE STATE OF IDAHO STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION LATEST EDITION AND AMENDMENTS. FIRST TWO COATS SHALL BE PRIMED, FINAL COAT SHALL BE GRAY. 10, USE IDAHO FALLS STANDARD TYPE II GRATE AND FRAME FOR SUMP STYLE CATCH BASINS. USE IDAHO FALLS STANDARD TYPE I GRATE FOR IN -GRADE STYLE CATCH BASINS. NO. 04084 OCTOBER 2004 en DRAW er Schiess & Associates K. R OLAND J. CROFT BY'. "a't °VE° P K. ROIAND P. SCORES6Y ENGINEERING- PLANNING • LAND SURVEYING AL SCALE VERTICAL SCALE Idaho Falls 522 -1244 Rexburg 356 -6092 NLA N r7 c SECTION C ��c,�0 NA L fN c �G \ST ER w , 9 gTEOF \Opt G� N SCOR PIONEER VILLAGE FUTURES D -1 OF STORM DRAINAGE DETAILS NO . of 1s IDAHO REV. N0. I N 3 1/2" 1_�_ SCORE CONTROL JOINT VARIES SEE PLA 4 PLACES CONC. COLLAR 'I NOTE: #4 REBAR, 12' OVERLAP DIRECT TAPPING CONNECTION ALLOWED IF CUT LINE • O HYDRANT H FO CORPORAT O ION APPROVED BY WATER PURVEYOR. 1 -� I ST 4 S• sp. MiN SERVICE ASPHALT PAVEMENT � A O M qX LINE OR EXISTING ROAD � �R _ TO FINISHED GRADE PLACE SAFETY FLANGE OR In "WATER" WITH BREAK AWAY (PVC) FOR PE PIPE o THE WORD TO BE ENGRAVED FINISHED GRADE BOLTS 2" MIN. 8" MAX. USE SYSTEM THAT ABOVE GRADE MATCH EXISTING ON COVER DELIVERS AN EQUIVALENT LINE SIZE a � PE CORP STOP � VALVE BOX - VALVE NUT EXTENSION TO / . 12�MIN. WITHIN 6" OF SURFACE - " .• a �? CONCRETE COLLAR FOR VALVE BOX Z RADIUS - VALVE ° DO NOT COVER DRAIN HOLES n WITH CONCRETE d FINISHED GRADE FORD SERIES S91 SADDLE THRUST BLOCK OFFSET CORP. -3/4 BEDDING z c VALVE BOX SET STOPS 15' TO FINISHED GRADE COLLAR 1 o VALVE NUT EXTENSION TO DETAIL - z THRUST BLOCK IC RD o WITHIN 6" OF SURFACE g OF PIT RUN s WATER SERVICE LINE CONNECTION GRAVEL VALVE o DI LINE TO CITY - I z MAINLINE TEE MJ JOINT -(2 "x8 "x12') CONCRETE BLOCK TOUCH READ BUTTON 2' -4' 3 FLANGED JOINT LID &COVER TYPE 1 cn 2' SPOOL AGGREGATE RING SIDEWALK, STREET OR w BEDDING EN LA LEVEL 12" BARREL EXTENSION - THRUST BLOCK 2 VALVE & HYDRANT 0 2" POLYETHYLENE Q 1 1/2" OR 2" METER INSULATION PAD o w Uj w = Z c DI LINE z w w 2" SCH 40 c ANGLE METER U MJ JOINT o g PVC PIPE WITH VALVE / TEE TYPE 1 w S/W CAPS FLANGED JOINT A GGREGATE o STRAP SERVICE LINE 1 1 2' OR 2" IPS SDR - 7 ° / 1 > BEDDING TOUCH READ BUTTON LID &COVER J TO 2" PIPE WITH HIGH MOLECULAR DENSITY v A VALV SECTION 1 . 8 „ z ¢ ELECTRICAL TIE POLYETHYLENE PIPE, Q Q) _ 1" METER SIDEWALK, STREET OR o 2" MIN. CONNECT TO METER LAWN LEVEL o &ANGLE METER VALVE W /APPROXIMATE FITTINGS a 12" BARREL EXTENSION u-) OVERSIZED POLYTUF t o 2" POLYETHYLENE METER BOX OR EQUAL CC) VALVE BOX SET TO DIA. AS REQ'0 BY cw7 w 1" SCH 40 INSULATION PAD o TO B ACKFLOW PREVE v 1/2" BELOW FINISHED GRADE - ° CONCRETE I I X SPRINKLER SYSTEM z PVC PIPE WITH 7 S/W CAPS ANGLE METER I CD / FINISHED GRADE O COLLAR v DESIGN BY OTHERS ( ) w w VALVE 12 " 1 SERVICE LINE 0 0 > STRAP SERVICE LINE PE 2 o w TO 1" PIPE WITH AS REQ'D `\`� WATTS SERIES > ELECTRICAL TIE VALVE NUT EXTENSION TO 009 BACKFLOW o a 2" MIN. o WITHIN 6" OF SURFACE i `� PREVENTOR OR Z MOLECULAR DENSITY POLYETHYLENE PIPE, I I EQUIVALENT I NOTES THIS SHEET: 0 STD SIZE POLYTUF CONNECT TO METER 6 Q METER BOX AND METER SETTER DETAIL / I o ° i. SIZE BACKFLOW PREVENTOR PER I METER BOX OR EQUAL &ANGLE METER VALVE W /APPROXIMATE FITTINGS - FOR 1 1/2" & 2" METERS c I I IRRIGATION SYSTEM DESIGN (BY OTHERS). E j n BUILDING SID - 1 2. IRRIGATION SERVICES ARE TO o j BE PLACED PER IRRIGATION DESIGN (BY OTHERS). S\ONA L e I THREADED GALV. PIPE I METER NOTES: S Nc > THRUST BLOCK I 3. USE METER BOX DETAILS AND 1" SIZES IN ACCORDANCE PE SERVICE LINE 2' -0" / WITH CITY OF REXBURG REQUIREMENTS 1. PLACE METERS SO THAT THE TOP OF O� �,G\ST _ I AND IN ACCORDANCE WITH IRRIGATION THE METER IS BETWEEN 18" AND 22" OF � SYSTEM DESIGN NEEDS (BY METER LID. USE A CORP STOP FOR 2" OR I OTHERS). / SMALLER INSTALLATIONS �- I 2. ALL SERVICE LINES SHALL BE BORED 5 METER BOX AND METER SETTER DETAIL UNDER EXISTING ASPHALT PAVING. NO RESTRAINED JOINT WATER METER IN BOX 5 6 - ASPHALT PAVING SHALL BE CUT FOR FOR 1" METERS J� � PIPE PER IRRIGATION SEE NOTE 3 SERVICE LINE INSTALLATION . O - Al qT f In DESIGNER �4 9 OF 10P� G� 0 - TYPICAL IRRIGATION SERVICE y SCOR PROJECT NO. 04084 E N0. DAM' OCTOBER 2004 DESIGNED BY: • Schiess • & Associates FUTU PIONEER VILLAGE c DESCRwiwN REV. BY M. BY DATE K. ROLAND DRAwN BY: D -2 REVISIONS TO DRAWINGS The dx t or my thereof In detaM d.dgn CHECKED BY: K. ROLAND J. CROFT APPROVED BY: ENGINEERING • PLANNING • LAND SURVEYING OF WATER DETAILS NO part w eanopt M eh. property of Aeeoektp and ehdl not w wvlad In m y form wHtm m written auth«f:auon Anodd SchMm s of SehNe» k HORIZ SCALE' P. SCORESBY VERTICAL SC ALE; Idaho Falls 522 -1244 Rexburg 356 -6092 IDAHO 14 I s - - -- N/A R FINISH R _ G RADE .--a CAP OR 1 SERVICE P LUG NE MARKER 000Q FLEXIBLE RUBBER GASKET PER SD -512 (TYP.) In I F \� MIN. GRADE 1 4" FT. 2% ' FT. 2 %) N `et9 MIN. GRADE 1/ 4 ' / 11 A„ MANHOLE NOTES: 4" -1/8 OR 1/16 „ BEND AS NEEDED d / 1. PLACE VERTICAL WALL ON UPSTREAM SIDE OF a W 3 SANITA SEWER c ` PRECAST MONOLITHIC �KLL 11' MAX LA YERS - SERVICE LINES a CONCENTRIC CONE SECTION TO 95X OF ASTM D -698 U 11 Q 6' MIN \ \ COMPACT APPROVED \\ \\ f'MIN c GASKET ALL JOINTS \ \ BEDDING MATERIAL N \\ Q all \\ PRECAST CONCRETE MANHOLE — BARREL SECTIONS AS REQ'D s � z pF6 aM \\ 9 \\ 1MAric Q, 4' -0" DIA �, %\ SHAPED \ \i\ i::;i:;:c; _ :::;S i <• a 3 i \ \'G iR " !�i UNDISTURBED SOIL EXCAVATE FOR BELL HOLES. oc `oo. 5 °° o0 O „ 0 'no °o ° ,00g SHAPED SUBGRADE GRANULAR FOUNDATION ° °< ° ° °° i TEE OR APPROVED o PIPE BEDDING FOR RIGID PIPE CONNECTION CD j � — COMPACT 1' MAX. BACKRLL TYPE A & D TYPE B TO 95% OF ASTM D -698 a o PRECAST GASKETED HUB RING OR 6' MIN \ ;COMPACT APPROVED \\ 6'MIN 1/8 LONG RUB COLLAR— FLEXIBLE BED 95X OF ASTM � \\ RAD BEND c \\ 9' 12* D -698 a a MAX MAX N 6" MIN PREFABRICATED BASE. CAST IN \�\ �\ \ \�\ = 4S APPROVEDSDESGNSACCEPTABLE WITH SHAPED UNDISTURBED SOIL \ \ // / �S c,\ONALF Nc/ ° , EXCAVATE FOR BELL HOLES. 0 �( , , \ S T f ° SHAPED SUBGRADE GRANULAR FOUNDATION PIPE BEDDING DETAIL FOR FLEXIBLE PIPE -' 2 ooc ,o o ° ° ° 0000 000000 — o UNDISTURBED EARTH TEE OR APPROVED %p') �� p - z PIPE BEDDING DETAILS 0 r a m A SEWER MANHOLE SECTION _ CONNECTION rF of 1oP TYPE C TYPE E G� CO C;) (SEE NOTE 2) (SEE NOTE 3) n PRO&CT NO. 04084 PIONEER VII LAGE SHEET oATe OCTOBER 2004 FUTURES No. DESCRIP,ION REV. BY Clm. BY DATE�� 8Y ORANN BY Schiess & Associates OF SANITARY SEWER DETAILS No. D K. ROLAND J. CROFT REVISIONS TO DRAWINGS a+Eatman APPROVED BY ENGINEERING- PLANNING•LAND SURVEYING OF Thtm document or my Pmt thaw h dad m deego cenapt le th. proper!y w Schism t K. ROLAND P. SC O RE58Y IDAHO 15 t s j Amodata cold ehal not be copied ti my form rRhow e,e rr tten outtwrizetton w Schwa t HORIZONTAL SCALE: vmncA. SORE Idaho Fails 522 -1244 Rexburg 356 -6092 AM0 dot0c NOT TO SCALE N/A REV. NO. MANHOLE, ROTATED 45 DEGREES. 2 -45' BENDS 2. UNLESS OTHERWISE SHOWN, MANHOLES SHALL a HAVE 0.1 FALL FROM UPSTREAM INVERT TO ABSOLUTE MIN. GRADE 1 /8 " /FT.(1 %) "13" 1 DOWNSTREAM INVERT. FOR PIPE SLOPES Cm� _ i i I GREATER THAN 2.5% SLOPE, SEE PLAN & n PROFILE. c CD 1 PLAN ° - NOTES: MIN. GRADE 1 /4 " /FT.(2%) 1. ALL SERVICE LINES TO BE 4" INSIDE INSIDE DIAMETER UNLESS o D" OTHERWISE NOTED. 00 oc ` 2. TYPE "C" SERVICE WILL ONLY BE ALLOWED IF SPECIFICALLY APPROVED ° FRAME & COVER " BY THE ENGINEER. Q 3 FINISHED GRADE 3. TYPE "E" ALLOWABLE FOR TRENCHES � J oop O OO p o' ° oo 15 FT. DEEP OR GREATER WITH PRE — APPROVAL BY THE ENGINEER. W ui d goo °o o° 4. USE 6" OF TYPE I BEDDING ALL C/n CONCRETE COLLAR AROUND EACH SERVICE. a W 3 SANITA SEWER c ` PRECAST MONOLITHIC �KLL 11' MAX LA YERS - SERVICE LINES a CONCENTRIC CONE SECTION TO 95X OF ASTM D -698 U 11 Q 6' MIN \ \ COMPACT APPROVED \\ \\ f'MIN c GASKET ALL JOINTS \ \ BEDDING MATERIAL N \\ Q all \\ PRECAST CONCRETE MANHOLE — BARREL SECTIONS AS REQ'D s � z pF6 aM \\ 9 \\ 1MAric Q, 4' -0" DIA �, %\ SHAPED \ \i\ i::;i:;:c; _ :::;S i <• a 3 i \ \'G iR " !�i UNDISTURBED SOIL EXCAVATE FOR BELL HOLES. oc `oo. 5 °° o0 O „ 0 'no °o ° ,00g SHAPED SUBGRADE GRANULAR FOUNDATION ° °< ° ° °° i TEE OR APPROVED o PIPE BEDDING FOR RIGID PIPE CONNECTION CD j � — COMPACT 1' MAX. BACKRLL TYPE A & D TYPE B TO 95% OF ASTM D -698 a o PRECAST GASKETED HUB RING OR 6' MIN \ ;COMPACT APPROVED \\ 6'MIN 1/8 LONG RUB COLLAR— FLEXIBLE BED 95X OF ASTM � \\ RAD BEND c \\ 9' 12* D -698 a a MAX MAX N 6" MIN PREFABRICATED BASE. CAST IN \�\ �\ \ \�\ = 4S APPROVEDSDESGNSACCEPTABLE WITH SHAPED UNDISTURBED SOIL \ \ // / �S c,\ONALF Nc/ ° , EXCAVATE FOR BELL HOLES. 0 �( , , \ S T f ° SHAPED SUBGRADE GRANULAR FOUNDATION PIPE BEDDING DETAIL FOR FLEXIBLE PIPE -' 2 ooc ,o o ° ° ° 0000 000000 — o UNDISTURBED EARTH TEE OR APPROVED %p') �� p - z PIPE BEDDING DETAILS 0 r a m A SEWER MANHOLE SECTION _ CONNECTION rF of 1oP TYPE C TYPE E G� CO C;) (SEE NOTE 2) (SEE NOTE 3) n PRO&CT NO. 04084 PIONEER VII LAGE SHEET oATe OCTOBER 2004 FUTURES No. DESCRIP,ION REV. BY Clm. BY DATE�� 8Y ORANN BY Schiess & Associates OF SANITARY SEWER DETAILS No. D K. ROLAND J. CROFT REVISIONS TO DRAWINGS a+Eatman APPROVED BY ENGINEERING- PLANNING•LAND SURVEYING OF Thtm document or my Pmt thaw h dad m deego cenapt le th. proper!y w Schism t K. ROLAND P. SC O RE58Y IDAHO 15 t s j Amodata cold ehal not be copied ti my form rRhow e,e rr tten outtwrizetton w Schwa t HORIZONTAL SCALE: vmncA. SORE Idaho Fails 522 -1244 Rexburg 356 -6092 AM0 dot0c NOT TO SCALE N/A REV. NO. X E l m THRUST BLOCK NOTES: 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. C c <r I 0 3 w J Q W a U a; 0 a) Q) a a C 0 I CD 0 / CD CD c 0 iv 0 a / C Ql 6 0 c 0 m 0 i c n ti r BEND TEE 1 THRUST BLOCKING DETAIL = 22' TRAFFIC LANE MIN. STRAIGHT GRADE CAR PARKING I MAIL DIMENSION FOR THRUST BLOCKING FITTING SIZES T TEES & PLUGS 90' BEND 45' BEND & WYES REDUCERS & 22' BEND 2" A B A B A B A B 4" 1' -7" 1' -2" 1' -9" 1' -6" 1' -8" 0' -10" 1' -7" 0' -6" 6" 2' -0" 1' -11" 2' -5" 2' -2" V -10" 1' -7" 1' -9 O' -10" 8" 2' -8" 2' -6" 3' -2" 3' -0" 2' -5" 2' -1" �Q� 10" 3' -4" 3' -3" 4' -0" 3' -10" 3' -0" 2' -9" 2' -2" V -11" 12" 4' -0" 3' -10" 4' -8" 4' -8" 3' -8" 3' -3" 2 ,_ 7 „ 2 , -3 „ 14" 5' -5" 3' -10" 6' -6" 4' -11" 4' -9" 3' -5" 3' -5" 2' -5" 7 PROPERTY LINE 5' 12" TYP 3" ASPHALT PLANTMIX PAVEMENT ME COAT 4" OF 3/4" CRUSHED AGGREGATE BASE 12" GRANULAR BORROW 'EXTILE FABRIC BELOW AND ;IDE OF GRANDULAR tOW. AMOCO 4551 OR VALENT. 3 PIONEER ROAD TYPICAL SECTION 1 ZONE 1 A WATER AND SEWER MUST BE SEPARATED BY 18 4 B INCHES, AND 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. 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; C) EITHER THE SEWER LINE OR THE WATER LINE OR BOTH MUST BE ENCASED IN AT LEAST 4 INCHES OF CONCRETE MEASURED AT THE BELL FOR A HORIZONTAL DISTANCE OF 10 FEET ON BOTH SIDES OF THE CROSSING. 1. WIDTH OF NEW ASPHALT WILL VARY ACCORDING TO EXISTING WIDTHS SHOWN ON SHEET S -2. NATIVE MA ZONE 3 SAME REQUIREMENTS AS ZONE 2 EXCEPT THE SEWER Z MAIN MUST ALSO BE SUPPORTED ABOVE THE - CROSSING TO PREVENT SETTLING. ZONE 4 a SAME REQUIREMENTS AS ZONE 1 EXCEPT THE SEWER MAIN MUST ALSO BE SUPPORTED ABOVE THE CROSSING TO PREVENT SETTLING. SITE SPECIFIC APPROVAL FROM DEQ MUST BE SECURED TYPICAL PARKING LOT TYPICAL WATER LINE PLACEMENT a c m 0 E N0. DESCRIPTION REV. BY -. BY DATE U REVISIONS TO DRAWINGS Th document ar any pat tharaof In datall or design mnopt lo IM proparty of sddes. k A Assockdes and shall not be copied in any form wMhout the Moan authafzaDon of Schloss t BEFORE ZONE 2 OR 3 INSTALLATIONS ARE MADE. REFER TO IDAPA 58.01.08 IDAHO RULES FOR PUBLIC --- STANDARD TRENCH DETAIL DRINKING WATER SYSTEM. o 1/4" TOOLED RADIUS 2" 0 i R =2 TOP OF CONCRETE 1 / 2 SIDEWALK TO 8 " BE 1/4" ABOVE �BAYK _ a v 1 6 OF CURB � M � 4 6 STANDARD 18" CURB & GUTTER DETAIL J3 - FOR USE IN PARKING LOTS • DO rl R =2 " —y 1/4" TOOLED RADIUS �Q� I CV t- 0 m a 2' -6° R _ 3 ,. �p� 842 M INE NT 1'_g° R =3' T � � Al 9 F OF \0 Cif CD 1 STANDARD 30" CURB & GUTTER DETAIL DETAIL N. SCO�� FOR USE IN CITY STREET 2" 1/4" TOOLED RADIUS R =2 ` •� '! TOP OF CONCRETE SIDEWALK TO BE 1/4" ABOVE BACK OF CURB 12" TYP 3" ASPHALT PLANTMIX PAVEMENT ME COAT 4" OF 3/4" CRUSHED AGGREGATE BASE 12" GRANULAR BORROW 'EXTILE FABRIC BELOW AND ;IDE OF GRANDULAR tOW. AMOCO 4551 OR VALENT. 3 PIONEER ROAD TYPICAL SECTION 1 ZONE 1 A WATER AND SEWER MUST BE SEPARATED BY 18 4 B INCHES, AND 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. 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; C) EITHER THE SEWER LINE OR THE WATER LINE OR BOTH MUST BE ENCASED IN AT LEAST 4 INCHES OF CONCRETE MEASURED AT THE BELL FOR A HORIZONTAL DISTANCE OF 10 FEET ON BOTH SIDES OF THE CROSSING. 1. WIDTH OF NEW ASPHALT WILL VARY ACCORDING TO EXISTING WIDTHS SHOWN ON SHEET S -2. NATIVE MA ZONE 3 SAME REQUIREMENTS AS ZONE 2 EXCEPT THE SEWER Z MAIN MUST ALSO BE SUPPORTED ABOVE THE - CROSSING TO PREVENT SETTLING. ZONE 4 a SAME REQUIREMENTS AS ZONE 1 EXCEPT THE SEWER MAIN MUST ALSO BE SUPPORTED ABOVE THE CROSSING TO PREVENT SETTLING. SITE SPECIFIC APPROVAL FROM DEQ MUST BE SECURED TYPICAL PARKING LOT TYPICAL WATER LINE PLACEMENT a c m 0 E N0. DESCRIPTION REV. BY -. BY DATE U REVISIONS TO DRAWINGS Th document ar any pat tharaof In datall or design mnopt lo IM proparty of sddes. k A Assockdes and shall not be copied in any form wMhout the Moan authafzaDon of Schloss t BEFORE ZONE 2 OR 3 INSTALLATIONS ARE MADE. REFER TO IDAPA 58.01.08 IDAHO RULES FOR PUBLIC --- STANDARD TRENCH DETAIL DRINKING WATER SYSTEM. NO. 04084 BY: OCTOBER 2004 Schiess & Associates FUTURES DRAMN ED K. ROLAND BY APPROVED BY J. CROFT OF K. ROLAND P. SCORESBY ENGINEERING- PLANNING -LAND SURVEYING IDAHO AL SCALE' N/A VERTICAL SCALE NIA. Idaho Falls 522 -1244 Rexburg 356 -6092 PIONEER VILLAGE MISCELLANEOUS DETAILS D -4 16 16 J. N0. REDUCER o d 0 i M 8 " _ a v 1 6 R =3„ � M 6 STANDARD 18" CURB & GUTTER DETAIL m - FOR USE IN PARKING LOTS 2 R =2 " —y 1/4" TOOLED RADIUS c NA L SLOPE O �G �p� 842 INE NT 1'_g° R =3' T � � Al 9 F OF \0 Cif CD 7 LIP DOWN CURB & GUTTER DETAIL N. SCO�� - FOR USE IN PARKING LOTS NO. 04084 BY: OCTOBER 2004 Schiess & Associates FUTURES DRAMN ED K. ROLAND BY APPROVED BY J. CROFT OF K. ROLAND P. SCORESBY ENGINEERING- PLANNING -LAND SURVEYING IDAHO AL SCALE' N/A VERTICAL SCALE NIA. Idaho Falls 522 -1244 Rexburg 356 -6092 PIONEER VILLAGE MISCELLANEOUS DETAILS D -4 16 16 J. N0. REDUCER