Loading...
HomeMy WebLinkAboutSITE PLAN - 04-00217 - Village Apartments - Bldgs 2,3,4 - Site PlanCivil Sitework for the WEST BROOK, LLC Rexburg, Idaho PROJECT NO. 03080 July 2003 1 ) ONAL �� \STE 'L�t• � �Q ." 9G Tq 8 01: SO VILLAGE APARTME goo go Schiess & Assoc i ates ENGINEERING •PLANNING •LAND SURVEYING 71 03 IDAHO OFFICE: FAX: SOUTH 45TH WEST FALLS, ID 83402 (208) 522---1244 (208) 522 ---9232 135 E. MAIN STREET REXBURG,ID 83440 OFFICE: (208) J56---6092 FAX: (208) 356---6468 �-A- [) [} /l | [ | /l /` /\ l /l K] | /-\/� T- �|/ KJ/\[ | \ /\ ./4 | | ( ) |\] MAP �� �~ �� ' ` . . �� . ` . , . ' `. VICINITY K�/\[-1 \/ | ( � | |\] | | T MAP �~ , / �/ . . , . / / /v/, ,/ ONAL G1 DRAWN: CHECKED: PROJECT NO. KAM PHS - ] -- Y/I--.-O( -- \A - TION MAI- -- /080 NO. REVISIONS BY DATE DESIGNED: APPROVED: Schiess & Associates The Village Apartments VICINI 0 I'D - This document or any part thereof in detail or design KJR PHS ENGINEERING e PLANNING* I—AND SURVEYING SHEET NO. concept is the property of Schiess & Associates and CAD NAME: HORZ. SCALE: NTS Idaho Falls 522-1244 Rexburg 356-6092 Rexburg, Idaho 1\ - --- I shall not be copied in any form without the written 4 C�)\ E N E R A authorization of Schiess & Associates. VERT. SCALE: NTS COPYRIGHT 0 2003 INDEX UTILITY & SERVICES CONTACTS CONTACT P 1-] 0 N -F4-- 0 1 1415K, G - 1 VICINITY/LOCATION MAP G-2 FINISHED FLOOR INDEX/ABBREVIATIONS/CONTACTS C-1 O.C. SITE PLAN C-2 REQUIRED PARKING & LIGHTING PLAN C-3 TEMP STORM DRAINAGE/GRADING PLAN C-4 TYPICAL WATER PLAN C-5 528-2650 SANITARY SEWER PLAN D -1 LIFT STATION DETAILS D-2 342-1585 DETENTION POND DETAILS D-3 IRRIGATION & WATER DETAILS LIST OF ABBREVIATIONS ELEV. ELEVATION FF FINISHED FLOOR INV INVERT O.C. ON CENTER REQ'D REQUIRED STD STANDARD TEMP TEMPORARY TYP TYPICAL 0 I LEGEND PROPOSED MANHOLE 0) EXIST. MANHOLE CURB & GUTTER SS-8 SANITARY SEWER SD-12 STORM DRAIN SEWER W-6 WATERLINE PROPOSED FIRE HYDRANT 0 PROPOSED WATER VALVE EXIST. FIRE HYDRANT EXIST. WATER VALVE PROPOSED INLET BOX DIRECTION OF DRAINAGE FLOW LIGHT POLE EASEMENT LANDSCAPE AREA F, A DUMSTER Fi TEE REDUCER j ELBOW CITY OF REXBURG ENGINEERING DEPARTMENT .............................................................................. JOHN MILLAR ............................................................... (208) 359-3020 DEQ ..................................................................................................................... WILLIE TEUSCHER .................... .................................... (208) 528-2650 DIGLINE BEFORE YOU DIG) ............................................................................................................................................................ (800) 342-1585 SCHIESS & ASSOCIATES ENGINEER ......................................................................................................... PAUL SCORESBY .......................................................... (208) 522--124-4 ENGINEER............................... ......................................................................... CHRIS PARK ................................................................. (208) 522-124-4 PROJECT MANAGER ................. ........................................................................ KURT ROLAND ............. ................................................ (208) 522-1244 �-,\ () NA L 4, C/ 884 0 F 0 A� sco C- I DRAWN: KAM CHECKED: PHS -IONS/CONT-ACTS PROJECT NO. NO. REVISIONS BY DATE — DESIGNED: APPROVED: C chiess & Associates The Villa ge A partments INDEX/ABBREVIAI 0 This document or any part thereof in detail or design KJR PHS ENGINEERING • • PLANNING* LAND SURVEYING SHEET NO. concept is the property of Schiess & Associates and CAD NAME: shall not be copied in an form without the written HORZ. SCALE: NTS Idaho Falls 522-1244 Rexburg 356-6092 — 46 Rex burg, I daho GENERAL C-)\ 2 authorization of Schiess & Associates. G-2 VERT, SCALE: NTS I COPYRIGHT 0 2003 ;W/ N89 °48' 1 4 "E 718.76' BOUNDARY DESCRIPTION: 6, 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 SHALL BE REPAIRED AT HIS EXPENSE. 7. 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 UTILITY INSTALLATIONS 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. t I /r Ti1111l TT FT r17T 1 E FT 11 8. THE CONSTRACTOR 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. 9. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR TESTING, COMPACTION AND DUST CONTROL MEASURES. 10, A BLANKET EASEMENT OVER THE ENTIRE 14 ACRE SITE IS BEING PROPOSED AS PART OF THE FINAL PLAT. ALL TELEPHONE, CABLE TV, POWER AND GAS UTILITIES ARE TO BE LOCATED AS PER THE LOCATIONS DETERMINED JOINTLY BY THE OWNER AND EACH UTILITY. 11. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL SIGNING IN ACCORDANCE: WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. STOP SIGN S89 °44'05 "W 10.00' d== Beginning at a point that is N 00° 15'55" W 1 141 .00 feet from the South quarter corner of Section 25, > Township 6 North, Range 39 East of the Boise Meridian, Madison County, Idaho and running thence S r= 00'15'55" E 17.78 feet to a point on a curve with a radius of 25.00 feet and a chord that bears S == 60 °11'20" W 9.20 feet; thence to the left along sold curve 9.25 feet through a central angle of cb 2.1' 12'23 "; thence S 70 °47'45" W 66.48 feet to a point of a curve with a radius of 183.37 feet and a chord that bears S 64 °38'38" W 39.30 feet; thence to the left along said curve 39.38 feet through a central argel of 12° 18' 14 "; thence N 31'30'30" W 80.51 feet; thence S 89 14" W 592.12 feet to the East right -of -way line of U.S. Highway No. 20, 191 which is also a point on a curve with a radius of 20342.05 feet and a chord that bears N 01 °13'28" E 831.02 feet; thence to the left along said curve 831.08 feet through a central angle of 2 °20'27 "; thence N 89 °48'51 " E 718.76 feet to the North- -South center section line of section 25; thence along said section line S 00 °15'55" E 721.67 feet; thence S 89 °44'05" W 10.00 feet; to a point of a curve with a radius of 340.00 feet and a STOP SIGN chord that bears S 09 °31'09" E 109.35 feet; thence to the left along said curve 109.83 feet through a central angle of 18 °30'28" to a point of a reverse curve with a radius of 25.00 feet and a chord that bears S 07 °09'35" E 9.35 feet; thence to the right along said curve 9.41 feet through a central angle of 21 °33'36 "; thence S 89 °44'05" W 8.85 feet to the point of beginning, containing 14.0 acres. GE NO TES: 1. SPECIFICATONS AND DRAWINGS FOR THIS WORK ARE THE ISPWC 2003 EDITION. THE DETAIL DRAWINGS HEREIN SUPPLEMENT THE EXISTING STORM ISPWC STANDARDS. PRESSURE LINE. 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. PLACE THRUSTBLOCKS ON ALL WATER, SANITARY SEWER, AND STORM DRAIN LINES IN ACCORDANCE WITH THE ISPWC. 4. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR - I - O 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. 5. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISE NOTED. 6, 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 SHALL BE REPAIRED AT HIS EXPENSE. 7. 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 UTILITY INSTALLATIONS 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. t I /r Ti1111l TT FT r17T 1 E FT 11 8. THE CONSTRACTOR 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. 9. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR TESTING, COMPACTION AND DUST CONTROL MEASURES. 10, A BLANKET EASEMENT OVER THE ENTIRE 14 ACRE SITE IS BEING PROPOSED AS PART OF THE FINAL PLAT. ALL TELEPHONE, CABLE TV, POWER AND GAS UTILITIES ARE TO BE LOCATED AS PER THE LOCATIONS DETERMINED JOINTLY BY THE OWNER AND EACH UTILITY. 11. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL SIGNING IN ACCORDANCE: WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. STOP SIGN S89 °44'05 "W 10.00' d== -1830'28" a= 109.83' r= 340.00' cd =109.35' cb =S9 °31'09 "E / N89 °44'05 "E WESTATES 8.85' SUBDIVISION 0 =21 °33'36" BLOCK 5 R= 25.00' L_OT 1 I,--- I =9.41 ' N00'1 5'55 "W 1 7.78' 424.381 sq.ft. A=46 °48'09" R= 25.00' L.=20.42' A- 21 ° 12'23" - R= 25.00' / L =9.25' / / \ONAL FN Q /� TE y c �'L� tt` 842 \ 9 (i� T � TF OF DRAWN: CHECKED: KAM PHS N0. REVISIONS BY DATE Sch iess • DESIGNED: APPROVED & Associates KJR PHS This document or any part thereof in detail or design ENG INEERING -PLANNING -LAND SURVEYING concept is the property of Schiess & Associates and CAD NAME " ' shall not be copied in any form without the written HORZ. SCALE: 1 =50 Idaho Falls 522 -1244 Rexburg 356 -6092 authorization of Schiess & Associates. XREF- SITE_4 VERT. SCALE: IN /A COPYRIGHT ©2003 The Village Apartments Rexburg, Idaho S I - f E P LA N IVI [__ PROJECT N0, 0`3080 SHEET NO. 22' NOTES: 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. 2 4' 0 31' 0 rn" LL] III Z 0 [I-- 40' 40' 32' 0AL \STEy \ 10' UTILITY EASEMENT FOR EXISTING SANITARY ANDREWS ADDITION DIVISION NO. 2 PRESSURE UNE A2 OF S 0 ORS DRAWN: CHECKED: KAM PHS The t P� _AN PROJECT NO. NO.1 REVISIONS j BY I DATE DESIGNED: APPROVED: Sch e ss & Assocites Village Apartments PARKING LIC-J-] 3080 This document or any part thereof in detail or design KJR PHS 0 , concept is the property of Schie . SCALE: 1 "=50' Idaho Falls 522-1244 Re ss & Associates and CAD NAME: ENGINEERING -PLANNING -LAND SURVEYING SHEET NO. shall not be copied in any form without the written HORZ xburg 356-6092 L authorization of Schiess & Associates. XREF-SITE-4 VERT. SCALE: N /A -:: S4 COPYRIGHT Q 2003 Rexburg, Idaho civil_ C 2 TBC RIM 54.00 INV 50.94 F.F. 4856.50 i LF__ STANDARD CURB RIM 53.65 1 INV 50.39 0 4" PRESSURE LINE ST PRESSUR LI IFF.. -- - F .F. 4856.50 .50 TBC 55.5 W t 1_ G) , . , ��BC 56.9A TBC 56.0 1 TBC 56.0 I I t / - -- IM 54.70 1350 L. F. ® 0.229: SD -A 54.75 102.3 L.F. ® 0.22% `I --RIM 54.75 INV 51.71 G� INV �2 bi- INV 52.25 L�� lf � TBC 56.0 TBC 56.00 � 51 5. AD 55.50 _ I � u �- m - -- F.F. - - - - -- - - ---- - -_. � - - -- 4' �- IM 54.0) W 51. 1 SNOW -. T-T l 01 55.50 STORAGE ti - C 55.50 \., TBC 55.50 T C 55.50 -- W 8 f RIM 54.30 ---STANDARD TB 55.5 INV _51.40 CURB I TBC 4.60 C 54.60 RIM 54.30 Q �< T _ BC 55.50 j INV 51.62 a -- - - - -- - St4OW STOR ilk GE F F q CQ / 1 x.� NIT! -- -- -- - - - q m STO AGE I TBC 55.15 -' TBC 54.60 1 TBC 54.60 1.• ( %') REAK LINE CU - _ t - C9 q ANDARD - TB 5.5 } q TBC 55.0 A ,. WUR� TBC 55.5 SNOW 'I' D -1 RI 54.00 e �� TBC 3 55.5 / 4 TBC 55.50 _ � 1 tt JJ� lljx _ DRS 1 53.6 I - 51.1 I F IN 51.12 -- F T R P ASES - 7-- TB 55.0 - I RIM 53.65• TB 56.0 q i INV 50.10 W j STANDARD CURB - -•- fF xj F F 4856 50 F.F. 4856.50 q I it 0) I I C0 I r 0 BANK TOP 54.0 - N � • ' � I TBC 55.15 . NV 5000 0 �) I ��� �� 0 TBC 55:0 l W �. �r v C 55.5 L -- - ' DETENTION POND SEE SHEET D-'2 - cv TBC 55.0 I �� R11 54.00 Tl/ IN 50.92 78C 56.0 TBC 56.00 - TBC 56.00 SNOW STORAGE L1_ l STANDARD CURB :INV IM 54.82 RIM 54.82 `:° -� � � .•.u��.�.. l� - S �"1 51.25 INV 51.45" L1J t� 1 i ` ""` 'LPL- = I % i y� CLUB X1.88 .. ®0.22X .. __ 77 L.F. ®�229L OW OR O SN ST AGE q a HOUSE W 83 - W TBC 55.00- ra r _ - ' ( ( F.F. 4855.00 �- 2 1 I_ I_. _ SNOW STORAGE LL. 4 TB 54.50 TBC 56 00 TBC 56.00 TBC 56.0 O I TBC 55.15 , - RIM 53.65 TIE- -INTO EXISTING SI PRESSURE LINE EXISTING STORM PRESSURE LINE COMING FROM WESFATES SUBDIVISION INV 0.77 ;• _ , q 5�� BC 55.0 D� v1 /n _ NV 50.40 cv W W W W F y 7 �Rli�53.65 .- INV 50.50 ®._. _.. F,F. 4856.50 F.F. 4856.50 q l e �- - I INV 50.40 W `C 0 40 -i TBC 5.50 CD THa 1.50 E t t 0 3 ,r O 4. RIM 5 _ y I NV 50. TBC 55.50 - TBC 55.50 STORAGE �' �- W 55.50 V W ' 3 - - PI�� I - -- - RI 54.10 F.F. 4655.50 .' ° I 50.65 TBC 55.0 U� ) TBC 5.50 W W W W - a . BC 54.60 STADARD UR8 � I ( \ -- TBC 54.60 T CURB----_ ANDARD F F q C STANDARD CURB STAND0 -- A URB SNOW STORAGE )J • I 50.86 TBC 55.00 )( NV 51 01 - TANDARD q OTC 55.00 TBC 54.60 CURB BC 54.60 • it W f> m - I t...` RIM 53.50 - R U SD- S 2 INV 50.81 TBC 5 5.50 T 5 F TBC 54.50 . F RIM 53.50 SNOW ��( RIM 54.00 r,�� INV 51.25 / N� ° TBC 55.00 TBC 55.00 I! 1� TBC 55.501 1 TBC 55.50 IBC 55.50 STORAGE l INV 51.48 I- TB 550;F • ,.. ..:._ mo .... _ •• i TBC 55,10 PROTECT EXISTING W W W W Q)/ SANITARY PRESSURE - TBC 55.50 - -- _. F.F. 4856.00 F.F. 4856.00 F� % LINE E+ E- F.F. 4855.50 F.F. 4855.50 v�xf - �- SNOW - PROTECT GRAVITY STORAGE - "' / SEWER LINE 1 SNOW STORAGE _- . `_ `- • - - - _ - - _ �_ ' _ -- L . rc \ 10' UTILITY EASEMENT \ ANDREWS ADDITION D I VISION N 0. L PRESSUREIN NEITARY N0 1. GRAVITY STORM DRAIN PIPE. IS TO BE PVC RIBBED ASTM- -794 46PS1. 2. USE 160 PSI ASTM D­2241 PVC PRESSURE PIPE FOR STORM FORCE: MAIN - T - T - BLOCKS SHALL_ BE PLACED AT ALL DIRECTION CHANGES IN THE PRESSURE PIPE. 3. INSTALL CURB AND GUT ISPWC TYPE III. EXCEP1 WHERE LIP DOWN CURB IS TO BE - . 4. INSALL_ED. 5. STORM GRAT - ES, SEE SHEE1_ D -3. LIP DOWN CURB & GU 1 - 1 ER UNLESS SHOWN OTHERWISE SEE SHE D -3. t � /�\CNAL - G \STER�O TT � 842 , r} \ OF \,0 y S C O�� DRAWN: CI4ECKED: cc _ l ICJ r� ��L�� L [ � I � ���AD I�1�� � I I I � I L_AIV PROJECT N0, KAM KJR DESIGNED: APPROVED: Sch & Associates The V Apartments J O J 0 8 0 N0. REVISIONS BY DATE KJR KJR SHEET N0. This document or any part thereof in detail or design ENGINEERING -PLANNING -LAND SURVEYING Rexburg Idaho concept is the property of Schiess & Associates and CAD NAME: HORZ. SCALE: 1 )$ =50' Idaho Falls 522 -1244 Rexburg 356 -6092 shall not be copied in any form without the written ' (`- ^- 1 authorization of Schiess & Associates. XREF- SITE -4 VERT. SCALE: N/ A COPYRIGHT ©2003 SNOW STORAGE L -F � -r �- -J C9 4 a A:-, -41 _J 1 C� i�_!� i N - - - - - - - l7 STOF AGE UNIT!; STORM DRAIN LIFT STATION DETENTION POND W 00 Q A SNOW STORAGE CQ �-TEMP. CAP SEE NOTE 12 r 5 N10 E STQR� W 3 ;��� � �x._.... �____ --_ cat 00 0) TIE-INTO EXISTING WATER MAIN SEE NOTE 13 CENTER OF PIONEER ROAD W-8 SNOW STORAQEq' SNOW NO I QRA�Eq 0) JTF F '2 t SNOW STORAGE _ ,__,.__ [ SNOW STORAGE W-8 SNOW STORAGE Uj z C L 0 ry- z 0 40' TIE---INTO EXISTING- WATER MAIN SEE NOTE 13 WATER METER 2 SEE NOTE 10 D-3 EXISTING 6" PRESSURE SANITARY SEWER LINE N 0 1 S: 1. ALL WATERMAIN PIPE AND FIRE SPRINKLER SERVICE PIPE IS - 10 BE AWWA C­900 CLASS 150 PVC WITH AWWA C153 MJ FITTINGS. POTABLE SERVICE LINE PIPE IS 1 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. 4. ALL FRE HYDRANTS TO BE WATEROUS BRAND, 5, FIRE HYDRANTS SHALL HAVE TWO 2-112" DIAMETER HOSE NOZZLES, AND ONE 4- 112" DIAME 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 SD-407. 8. THE FIRE SPRINKLING SYSTEMS INSIDE EACH BUILDING ARE TO BE DESIGNED AND CERTIFIED BY OTHERS, - THESE DRAWINGS SHOW A SIX INCH FIRE SPRINKLER SERVICE LINE. THE ULTIMATE FIRE SPRINKLER SERVICE LINE SIZE IS TO HE DETERMINED BY THE FIRE SPRINKLER SYSTEM DESIGNER. 9, EACH BUILDING WILL HAVE A 1" WATER METER. 10. COORDINATE LOCATION OF WAFER METER FOR SPRINKLING SYSTEM WITH PROJECT ARCHITECTS SPRINKLER IRRIGATION PLAN. 11.ALL_ WORK TO CONFORM - 1 - 0 ISPWC LATEST EDITION. 12. CONSTRUCT WATERLINES 1 5' OUT PHASE I CONSTRUCTION LIMIT P LAC E: TEMPORARY BLIND FLANGE AND THRUST RESTRAINT AT TEMPORARY END. IF MECHANICAL THRUST RESTRAINTS ARE USED (SUCH AS EBAA IRON MEGALUGS) R- -SIRAIN 3 PIPE BELL JOINTS FROM THE TEMPORARY END. MARK END CAP LOCATION WITH A POST. 13. USE HOT TAP CONNECTIONS OR AWWA C153 MJ TEES WITH A SLEEVE AT EACH CONNECTION. 14, THE POTABLE WATER SERVICE IS DESIGNED FOR WATER MEILI 1 - 0 BE PI­...ACED INSIDL. EACH BUILDING. PROVIDE WITH EACH METER AN ELECTRONIC REGISTER AND A TOUCH--READ BUTTON ATTACHED TO THE OUTSIDE WALL OF EACH BUILDING. POTABLE WATER / 1 SERVICE CONNECTION � D­3 (TYPICAL ALL SERVICES)` ,­PROTECT EXISTING SANITARY PRESSURE LINE -,D S\ONAL 4,G/� C , 1 \ S T E 42 \ SI G �TF OF \ 'D \y S C O�/ PHS PHS . 1 — N/A Schiess & Associates ENGINEERING -PLANNING -LAND SURVEYING Idaho Falls 522-1244 Rexburg 356-6092 COPYRIGHT Q 2003 The Village Apartments Rexburg, Idaho WATER P[.-AN C ivi L PROJECT NO. 0,5080 SHEET NO. C, - - - DRAWN: KAM CHECKED: DESIGNED: KJR APPROVED: NO. REVISIONS BY DATE This document or any part thereof in detail or design concept is the property of Schiess & Associates and shall not be copied in any form without the written authorization of Schiess & Associates. CAD NAME: XREF-SITE-4 HORZ, SCALE VERT. SCALE: PHS PHS . 1 — N/A Schiess & Associates ENGINEERING -PLANNING -LAND SURVEYING Idaho Falls 522-1244 Rexburg 356-6092 COPYRIGHT Q 2003 The Village Apartments Rexburg, Idaho WATER P[.-AN C ivi L PROJECT NO. 0,5080 SHEET NO. C, - - - POWER 1 TO PUMP CHA (2) 112 H AND APPUR' Sk ME I-) I t I L_ I L-r I I\1j 1 1 4 IV[ r I I- I\ I r_\1 �_ LIFT STATION X G\STE 8V42 7­' A \h ' OF 0 CP SCO I I DRAWN: KAM CHECKED: PHS L o - - _l_ S T 10 N PROJECT NO. NO. REVISIONS BY DATE - DESIGNED: APPROVED: Schiess & Associates The Villa ge A partments 0JO18 KJR PHS SHEET NO. This document or any part thereof in detail or design ENGINEERING e PLANNING •9 LAND SURVEYING T concept is the property of Schiess & Associates and CAD NAME: HORZ. SCALE: NTS Idaho Falls 522-1244 Rexburg 356-6092 Rexburg, Idaho OE AI LS shall not be copied in any form without the written — 4 D authorization of Schiess & Associates, D-1,D-2 VERT. SCALE: N/A COPYRIGHT 0 2003 - 1 - 0 PRESSURE STORM DRAIN PIPE TIE--IN. MAINTAIN 5' COVER TILL TIE-IN AT EXISTING STORM DRAIN PIPE )2241 \/C PIPE rnmvpni PANEL \A11Tl_4 ON/OFF FOR TION PUMPS S MODEL 115 VALEN T IM 4%4" CEDAR POST ___.__C0NTR01_._.. PANE=L_ DLTAIL-