The URL can be used to link to this page

Home My WebLink AboutPLANS - 04-00267 - Valleyview Division #5 - Site Pland U Civil Sitework for VALLEYVIEW DIVISION #5 BART STEVENS Rexburg, Idaho PROJECT NO. 03207 JUNE 2004 /S\0 NA L EN 9 qT f OF ,pP� Cif y S C OR Designed By Schiess & Associates ENGINEERING -PLANNING -LAND SURVEYING 4p 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 0400267 V lex 45 OvIt S;iz Plan I a rr c <r c c c CP a s z c a c c c a ` r r- z c c i c i c c i U c a c 2 c a E c NO. I DESCRIPTION I REV. 8Y I CKD. 8Y I DATE REVISIONS TO DRAWINGS This doa -t or my part tha of in dotal or daalgn canapt is tM proprtyy of Schism & A"oclot" and shall not M copied In my farm •Ithaut the rrltten authorhaflon of Schism & A -oclal- 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 WgHIN MANUFACTURE INSTALLATION TOLERANCES. NO. 03207 JUNE 2004 8Y: DRAWN BY: K. ROIAND J. CROFT BY: K. ROLAND APPROVED P. SCORESSY AL SCALE: VERTICAL SCALE PITS VERTICAL S4 Schiess & Associates ENGINEERING- PLANNING • LAND SURVEYING Idaho Falls 522 -1244 Rexburg 356 -6092 M1 cpT I _ •i3O ELEV ELEVATION FF FINISHED FLOOR INV INVERT OC ON CENTER REQ'D REQUIRED STD STANDARD TEMP TEMPORARY TYP TYPICAL TBC TOP BACK OF CURB FL FLOW LINE OF CURB VC VERTICAL CURVE PVI POINT OF VERTICAL INTERSECTION AD PROPOSED WATER VALVE K K VALUE BVCS BEGIN VERTICAL CURVE STATION BVCE BEGIN VERTICAL CURVE ELEVATION EVCS END VERTICAL CURVE STATION EVCE END VERTICAL CURVE ELEVATION STA STATION LF LINEAL FEET WATER NOTES: 1. ALL WATERMAIN PIPE AND FIRE SPRINKLER SERVICE PIPE ON PRIVATE PROPERTY IS TO BE AWWA C -900 CLASS 150 PVC WITH AWWA C153 MJ FITTINGS. ALL WATERMAIN 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 WATERUNE 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 SD -407. 8. EACH BUILDING WILL HAVE A 1" WATER METER INSIDE THE BUILDING INSTALLED BY OTHERS. 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 \O NA L 2. ALL SEWER SERVICES TO EACH BUILDING ARE TO BE 4 INCH DIAMETER. �� G 3. GRADE ALL FINISH SURFACES AWAY FROM MANHOLE LIDS. Qi 8842 STORM DRAIN & STREET NOTES: s 1. GRAVITY STORM DRAIN PIPE IS TO BE PVC RIBBED ASTM -794 46PSI. 9 2 E' OF LOP 2. USE CURB AND GUTTER TYPES SHOWN ON THE PLANS. �< y. S C OR 3. ALL CONCRETE SHALL BE CURED WITH A CURING COMPOUND MEETING REQUIREMENTS OF ASTM C -1315. VALLEYVIEW DIVISION #5 UTILITY UPGRADES G -1 BART STEVENS VICINITY & LOCATION MAP /LEGEND No. aF INDEX /ABBREVIATIONS /CONTACTS 1 12 NO. MIMI COVER G -1 VICINITY MAP /LOCATION MAP /INDEX /ABBREVIATIONS /CONTACTS P -1 SITE PLAN PP -1 FAIRVIEW AVENUE -PLAN & PROFILE PP -2 VALLEY VIEW DRIVE -PLAN & PROFILE PP -3 PLEASANT VIEW DRIVE -PLAN & PROFILE PP -4 1 DRIVE -PLAN & PROFILE PP -5 WESTVIEW DRIVE -PLAN & PROFILE D -1 STREET SECTIONS /HANDICAP ACCESS DETAILS D -2 WATER DETAILS D -3 STORM DRAIN DETAILS D -4 SANITARY SEWER DETAILS D -5 MISCELLANEOUS DETAILS LEGEND UTILITY & SERVICES CONTACTS CONTACT PHONE # CITY OF REXBURG ENGINEERING DEPAR TMENT ........ ............................... ...........................JOHN MILLAR ................... .(208) 359 -3020 DEQ.............................................. ............................... ...........................WINE TEUSCHER ............... (208) 528 -2650 DIGUNE (CALL BEFORE YOU DIG) ........................................... ............................... ..........................(800) 342 -1585 SCHIESS & ASSOCIATES ENGINEER............................... ............................... ...........................PAUL SCORESBY ................... (208) 522-1244 PROJECT MANAGER .................. ............................... ...........................KURT ROLAND ..................... (208) 522 -1244 0 PROPOSED MANHOLE ' PROPOSED FIRE HYDRANT Q PROPOSED WATER VALVE PROPOSED LIGHT POLE ® PROPOSED CATCH BASIN PROPOSED CURB & GUTTER - PROPOSED SANITARY SEWER - -E 12"m- PROPOSED STORM SEWER PROPOSED WATER LINE UTILITY & SERVICES CONTACTS CONTACT PHONE # CITY OF REXBURG ENGINEERING DEPAR TMENT ........ ............................... ...........................JOHN MILLAR ................... .(208) 359 -3020 DEQ.............................................. ............................... ...........................WINE TEUSCHER ............... (208) 528 -2650 DIGUNE (CALL BEFORE YOU DIG) ........................................... ............................... ..........................(800) 342 -1585 SCHIESS & ASSOCIATES ENGINEER............................... ............................... ...........................PAUL SCORESBY ................... (208) 522-1244 PROJECT MANAGER .................. ............................... ...........................KURT ROLAND ..................... (208) 522 -1244 0 1/2" IRON ROD 0 5/8" IRON ROD Q EXISTING MANHOLE EXISTING FIRE HYDRANT ® EXISTING WATER VALVE EXISTING LIGHT POLE ® EXISTING CATCH BASIN EXISTING CURB & GUTTER EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERLINE EASEMENT GENERAL NOTES: 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 ECT LOCATION BEDDING. IF ROCKS LARGER THAN 1 INCH ARE PRESENT, USE CRUSHED AGGREGATE OR SAND AS APPROVED BY THE ENGINEER IN EACH LOCATION. VICINITY MAP LOCATION MAP z C a I- IN STUB OUT AND CAP FAIRVIEW A V E WATERLINE -az+oo -83+00 _ e4+00 as+oo e6 +00 s7+oo -- _ea+oo ea+oo ao+oo 90 +3.04 avav f 5090 a 80 +00 81 +00 82 +00 83 +00 84 +00 85 +00 86 +00 87 +00 88 +00 89 +00 90 +00 PROTECT No. 03207 VALLEYVIEW DIVISION #5 SHEET DATE: JUNE 2004 E Schiess & Associates UTILITY UPGRADES PP ND. DESCRIPTION REV. BY M. BY DATE OF5IONEO Y: V ROLAND DRAM BY. J• 012OF U -1 BART STEVENS FAIRVIEW AVENUE REVISIONS TO DRAWINGS N0. of CHECKED Br. K. ROIAND APPROVED BY: P. SIbRESBY ENGINEERING- PLANNING -LAND SURVEYING 3 � 2 This doaxmnt a anY Pat thereof M 9 do** deto dse concept M the property of SehNae 8 Aee .W. and $1,011 not be copied In any fo m wkhout the written authorization of Sohkm k Idaho Falls 522 -1244 Rexburg 356 -6092 PLAN & PROFILE HORIZONTAL SCALE VERTICAL. SCALE t• - too r - to STA 0 +00 TO 0+00 REV. No. r- C, N O / M C C N U 0 n_ c E C C T / C 0 v Q a o `O "p `O, I T i9 TEMPORARY 22'XlO'x7' GRAVEL PIT VALLEY VIEW DRIV • 48 TOO 6 +00 47 +00 49 +00 50 +00 • 4'1 +00 _ 4 0 40 00 77= S ° o • � II STUB OUT AND CAP � �0 + WATERLINE <'O ' TEMPORARY 10'XtO'X7 L eNC �ti GRAVEL PIT + C� $T f R F o 00 $' 4� `� a µ8842 z = n/F � C __ _ \ aX 0 '9 9 O F n 300 VC. 300' YC. OR N n + a PVI STA- 43+82.63 C4 PIA ELEV- 5121.000 "� n w PVI STA�43 +62.63 N . PM ELEV- 5121.000 m . 5140 � . . w . . . . . . . A.D. -7.100 N . . . . . . K 42.255 4 n h . o' $ n a`� . . . . . . . . . . . . . . . . . . . . . 5140 5140 + . w. "� K�42 Y55 . + h 5140 814 w Ci � n $ ZWSS 5 135 nom. . �+ 5135 5135 5135 5130 0� ZS y . . . . .rn . . . . . . . . . . 5130 5130 5130 5125 . • RIGHT SIDE �TBC GRADE TBC GRADE m �j . ° + �y zn . + . . . . . . . . . . . . ° . cd 5125 5125 • ° LEFT SIDE ¢ o . �TBC GRADE v ui o + n 5125 t�M V d +�00 ^ 5120 a EX EC uNE in kn + , a 5120 5120 - * o t 5120 ° 253 ° r N _ W 5115 S• wq StO �V <ly�, N VNE w. 5115 5115 5115 .. O 4• ?75 `F 8' ^ o m 5110 NEW 5' DEEP GRAVEL PR X inn n . T �{ 5110 5110 . . riEw i' DEEP . GRAVEL PIT 5110 5105 a� __- . . . . . . . �F e ., . . . . . . . .� rn 5105 5105 5105 �VNF® 5100 . . . . . . . 5100 5100 5100 5095 5095 5095 5095 42 +00 43 +00 44 +00 45 +00 46 +00 47+00 48 +00 49 +00 42 +00 43+00 44 +00 45 +00 46 +00 PROJECT NO. 03207 Schiess & Associates VALLEYVIEW DIVISION #5 UTILITY UPGRADES SHMt PP -2 DATE JUNE 2004 NO. OESC PoPIION REV. BY CKD. BY DATE DESIGNED DRAWN BY: r, ROtAND J �� ENGINEERING PLANNING -LAND SURVEYING BART STEVENS VALLEY VIEW DRIVE REVISIONS TO DRAWINGS CHECKm Br. K. ROLAND APPROVED BY: P. SCORESBY NO. OF 4 12 This doemwt or m part Ma roof in dotal or doelgn in th e schlo. concept property of a Associates and shell not be copied M my form without the written authorization or Schloss k Idaho Falls 522 - 1244 Rexburg 356 - 6092 PLAN & PROFILE HORIZONTAL SCALE VFRIICAL SCALE Aesodatea - _ 1' - 100 1' - 101 STA 40+00 TO 50 +00 RM N0. r- C, N O / M C C N U 0 n_ c E C C T / C 0 v Q a (r C Cr n z a a / G Q U I` C N I r7 0 CD CD 0 N L a / c G 0 G 0 G Cr TEMPORARY 10'X10'X7' / \ - DRAIN GRAVEL PIT �� TIE —INTO 25 5 6' ______ �� ` 0 EXISTING f , 0000 TEMPORARY 22'X10'X7' I W ESTATES �� ,,� DRAIN / / GRAVEL PIT VIE CAI v� 6- 62194.44 -BEY 5 � �� - DIVISION k \\ ° °�� °� `� a p�� / O 40 CROSS v- I / / \ o� o DRAIN I , a6 3a 6 9 1_61 k� 441 0 (v \ 0 " HIGH POINT ELEV- 5141.929; HIGH POINT STA-5 +36.11 PVI STA-4�83.98; PVI ELEVs5145.700 LOW POINT ELEY- 5132.000 LOW POINT STA- 10+46.99 A.D: -- 8.091 K +49.436 400' VC PVI STA-9 +41.99 PVI ELEV- 5132.000 5145 . . . . . . . . . . . LEFT SIDE . . T' � o T8C GRADE J w oo co n . A.D. -2.991 X•.70.208 210' VC ui �. r7 m Z. n 'n . � . — J rj�. I ' 5145 5140 5140 - m 5135 ................ ... IL J N . C4 h + Ex clio rNiG .... FINE ....... m F a + In O .� N .w 5135 o 1060 J 5130. . ro W Wig . . . . . . . . . . . . . . . . . . 5r30 Z EXISTING 8' n ' - SEWER UNE m . 5125 5125 5120 5120 0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00 11 +0 5145 . U a rL � . 5145 5140 RIGHT SIDE . TSC GRADE . . . . y - . . . . . . . M 0. re « 5 120 5140 F rL p o o Ir M / e } + d m N V) m W 5135 r N t u't w? EXISTING a GROUN +U .... ^.... .......... k� d tn, + � � 5135 a° . �'�.M 6g, OF lzF,r,.\STER�� : //. �?� 5130 5130 $ m 8842 M ��y�i� 5125 �° , .p y rf OF \pP 5125 G < y S C OR S 5120 0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00 11 +00 PR"CT NO. 03207 Schiess & Associates ENGINEERING- PLANNING•LAND SURVEYING BART STEVENS VALLEYVIEW DIVISION #5 UTILITY UPGRADES PLEASANT VIEW DRIVE PLAN & PROFILE SHEET PP -3 DATE JUNE 2004 N0. DESCRIPTXIN REV. BY CIQ). BY DATE �p+m BY: X ROLAND DRAWN BY: J CROFT REVISIONS TO DRAWINGS CHECKED BY: X. ROIAN APPROVED BY: P. scoRESeY NO. DE 5 12 ThI. °acumen: or an part th ereo f n detail ar design concept w the y of sdd.e, k Aseodota and ehdl not be copied in any form without the written autn o or Sdhw. k Associate°• Idaho Fella 522 -1244 Rexburg 356 -6092 STA 0+00 TO 10 +49.11 REV. NO. HORIZONTAL SCALE: 1 tar VERTICAL SCALE; 1 - t0, (r C Cr n z a a / G Q U I` C N I r7 0 CD CD 0 N L a / c G 0 G 0 G Cr / \ /zpp0 / z PRo RE A \ x O x c JEC @O 1 / qRY / o F 00 p / ? ' X Oo STREET NAME UNKNOWN 22 +0 23 +00 24 +00 25 +00 26 +00 27 +00 28 +00 ,C-) / SS ?9X0 8 "SS 8„ S 0 / c I 3 10' U ��``` --- 10' UTILITY � EASEMENT fM L, EASEMENT I ENT 1p• Un O - .56 r EMp / MFNT II`_ _ SEMENTY Sr0 I 'fly >, RM c� o EA � ORA/N 4' VEz p 10 RY X 10 00 e 'A USC Q- oT o a c� v et p R 2 X �� -( 2 L /T 0 c / a SAL v 5135 5135 T HIGH POINT ELEV- 5117.000 HIGH POINT STA -22 +58.94 PVI STA -21 +67 > PVI EUx-5117.707 . 130 5 A,D.- -4.932 5130 K -50 692 . � . . _ _ PVI STA =27 +84.24 . ' .250' VC PyVI ELEV =5113.682 . N m N a ^ Y' "r; AD. =0.237 n « O 1 i n m m N a K =2211.924 5125 N 06 + n a$ : �.n Mv1nn. I 525 VC I '�4 5125 cc j t oo d F �� nGf6C3 � ^ao �') n�u1n . U _ Nw1 u) V7 N� T T �� N lil Nh1n� ' m 5120 a O s -- rri n, d 5120 0 5124 . .�f/f . . . . . . : . . . . : . ti ... . E 5115 S ip NA l F 5115 z o �F. G � s r fR ac /tiF 5110 43ss9 L F. (' 51 1 U . W. - . 5110 / 262.50 LP. 8' •SEWER •U 0,32X 0�•UNE O 1.67 238.45 LF, 8' SEWER UNE O 0. 8842 o 136.34 ` 0� 5105 y OF 10 G � y SCOR�� En 5100 5100 0 20 +00 21 +00 22 +00 23 +00 24 +00 25 +00 26 +00 27 +00 28 +00 29 +00 30 +00 31 +00 PROJECT NO. 03207 VALLEYVIEW DIVISION #5� c E DATE: JUNE 2004 UTILITY UPGRADES DESIGNED BY: ROlANO DRAM J. CROFT Schiess Assoc PP -4 No, DESCRIPTION REV. BY 101(D. sr DATE BART STEVENS ? NO. OF K o REVISIONS TO DRAWINGS CHECKED en Aw�ROVm sr ENGINEERING- PLANNING -LAND SURVEYING 6 12 This document or any part &w*of in Mail or design concept Is the property of Sohle" & K. ROUN P. SCORE W PLAN & PROFILE Associates and shell not be copied In any form wRhout the written autnaizonon of Schkae a HORRONTAL SCALE VERIiCAI SCALE Idaho Falls 522 -1244 Rexburg 356 -6092 Aiates. 1' . 100' Y - td STA 20 +00 TO 30+46.21 REV, NO, noc 3 (r W J W O a z a IL c a 0 cv i C 0 C c a a Y a E 0 a / c C i a V ea Ch �S / Z**29 +6Z X O o 6 + ° / 6 +00 +00 66 +00 6 +00 68 +00 69 +00 70 +00 00 \ \ � Q � o 1X0 6 WESTVIEW DRIVE X pp\ \ � II � \\ (D '� N_ \ O �('� O J • 6 x \, p �0 Z n r X I + y �� 0 �� • i9 � /� S� \ O" \ V�px 1O \ / • �' 5150 � 150 VC � 5150 5150 � 150 VC I . . . . . . 5150 r' r . ; °D V7 PVI STA =61 +93.14 PA ELEV =6140.150 ;o PVI ELEV =41150 . 5145 g . m AA.D.--4.8153 . Kr g N n n . ^ Nh N 5145 5145 g + h . a . . . . K�3Q.7.2Q m 5 140 ` :2, N . . . . . . . 5145 N 5140 5140 " =. 5140 o rn 5735 LEFT SIDE TBC GRADE ? n .4 a . . . . . =a . . . . . . . . . 5135 5135 RIGHT SIDE . . TBC a n . a . . . . . . , . 5135 5130 . , ?4 . . . . . . . 5130 5130 . . . . 5130 • pp �- ?� so 5125 � 5125 5125 — + 5125 � � x 5120 �e ; . 5120 5120 � NA, L. . 5120 . Q 5115 EXISTING wAT€R. 10*. LINE. 5115 5115 p Q . .. 5115 8842 TING EXISTING 8* SEWER LINE �' A 5110 5110 5110 s�� 2 Z TF OF`p" 5110 9 5105 5105 5105 5105 62 +00 63 +00 64 +00 65 +00 66 +00 67 +00 62 +00 63 +00 64 +00 65 +00 66 +00 67 +00 PROXoT NO. 03207 Schiess & Associates E NGINEERING- -LAND SURVEYING Idaho Falls 522 - 1244 Rexburg 356 - 6092 BART STEVENS VALLEYVIEW DIVISION #5 UTILITY UPGRADES WESNIEW DRIVE PLAN & PROFILE SHEET PP -5 DAM JUNE 2004 N0. DESCRIPTION REV. BY 0(D. BY DATE DESIGNED 8Y: X _D DRAWN 8Y: J. CROFT REVISIONS TO DRAWINGS cHEacm 8Y: K. ROIAH Ar�aovm BY : P. scoReseY N0, of 7 12 7hk doc mt ar any Part thereof In aetan w aancept a tn. P rop.rty of Schism a Associates d ehdl not be oopbd h any form without the Moen autAMzMkn of Schism HORIZONTAL SCALE: 1' - 100' VERTICAL SCALE 1' 10• , Am ckrt". STA 60 +00 TO 73 +44.58 REV. NO. 3 (r W J W O a z a IL c a 0 cv i C 0 C c a a Y a E 0 a / c C i a 3 w NOTES: Li C/� 1. PLACE PREFORMED EXPANSION JOINT FILLER AT DRIVEWAY CONSTRUCTION AND AT MAXIMUM SPACING OF 50 FT FOR NEW SIDEWALK CONSTRUCTION w 2. SIDEWALK TOOLED JOINTS MAXIMUM SPACING IS 5 FT a 3. ALL CONCRETE SHALL BE CURED WITH A CURING COMPOUND AS j SPECIFIED IN THE STANDARD SPECIFICATIONS OR AS DIRECTED BY THE a ENGINEER. 0 4. MAXIMUM SLOPE AT DEPRESSED ACCESS IS 1:12. > 5' 13' 13' AT RAMP RUN BROOM FINISH PARALLEL WITH SLOPE. 1/2" PREFORM ry, CAR PARKING EXPANSN IO JOINT a T Qi 6. ALL ACCESS RAMPS SHALL HAVE MAXIMUM SLOPE BACKSIDE z c 2.5' PRESSED 1" a v TYR SEAL COAT N 5' i 1/2" PREFORMED 2,07 MIN. STRAIGHT GRADE M , SLOPES FROM DEPRESSED • o VAR ES 000 0 0 TO NORMAL HEIGHT N m 0 1:12 SLOPE T c STREET LIGHT (TYP) 6' m E — 5 n U FOR DETECTABLE 1 7' 0 o r� FOR DETECTABLE WARNING SCORE MAIN RAMP CURB AT FRONT SURFACE, SCORE MAIN RAMP CURB AT FRONT OF ACCESS CUT AND FLARED SURFACES ACCESS CUT FLUSH WITH PARALLEL TO SLOPES W/ 1" FL USH WITH GUTTER GUTTER DEEP TOOLED JOINTS ® 6" DEEP TOOLED JOINTS PRIME COAT o.c. IN CONCRETE. FOR DETECTABLE WARNING SURFACE, o c SCORE MAIN RAMP AND FLARED s SURFACES PARALLEL TO SLOPES W/ UTILITY STRIP 0 1" DEEP TOOLED JOINTS ® 6" o.c. IN c CONCRETE. r` c �i DEPRESSED ACCESS a; 4 V ALLEY VIEW DRIVE /WEST VIEW DRIVE /PLEASANT VIEW DRIVE TYPICAL SECTION J �� Z ..�� 3 w NOTES: Li C/� 1. PLACE PREFORMED EXPANSION JOINT FILLER AT DRIVEWAY CONSTRUCTION AND AT MAXIMUM SPACING OF 50 FT FOR NEW SIDEWALK CONSTRUCTION w 2. SIDEWALK TOOLED JOINTS MAXIMUM SPACING IS 5 FT a 3. ALL CONCRETE SHALL BE CURED WITH A CURING COMPOUND AS j SPECIFIED IN THE STANDARD SPECIFICATIONS OR AS DIRECTED BY THE a ENGINEER. 0 4. MAXIMUM SLOPE AT DEPRESSED ACCESS IS 1:12. > 5. BROOM FINISH CONCRETE FINISHES. 13' 13' AT RAMP RUN BROOM FINISH PARALLEL WITH SLOPE. 3 CAR PARKING TRAFFIC LANE a T Qi 6. ALL ACCESS RAMPS SHALL HAVE MAXIMUM SLOPE OF 1:12. 0 2.5' c C TYR SEAL COAT N 5' i 1/2" PREFORMED 2,07 MIN. STRAIGHT GRADE M , EXPANSION JOI o VAR ES 000 0 0 N m 0 0 T c STREET LIGHT (TYP) 6' m E — 5 1:12 SLOPE U FOR DETECTABLE 0 o WARNING SURFACE, 7' SCORE MAIN RAMP CURB AT FRONT ' AND FLARED OF ACCESS CUT i SURFACES PARALLEL FLUSH WITH 0 TO SLOPES W/ i" GUTTER U c DEEP TOOLED JOINTS PRIME COAT j ® 6" o.c. IN c CONCRETE. s 2 DEPRESSED ACCESS WITH UTILITY STRIP 0 c PROJECT N0. a; 4 V ALLEY VIEW DRIVE /WEST VIEW DRIVE /PLEASANT VIEW DRIVE TYPICAL SECTION J �� Z ..�� DATE _.. :1 N0. DESCRIPTION REV. BY CKD. BYI DATE U REVISIONS TO DRAWINGS This document or any port thereof in dstai or design y J Associates and shots not be oopled n any form wlt mt the written ou tion of Sots e k Associates. BORROW 10' 1 5' EASEMT.1 SIDEWALK LANDSCAPING SEAL COAT 24 24 5' 11 SIDEWALK ERTY LINE 15' TRAFFIC LANE 15' TRAFFIC LANE 9' CAR PARKING 2.0% MIN. STRAIGHT GRADE 2.0% MIN. STRAIGHT GRADE 0 0 o 0 2 1/2" ASPHALT PLANTMIX P 3 1/2" — 3/4" AGGREGATE GEOTEXTILE FABRIC 12" GRANULAR BORROW PRIME COAT 3 FAIRVIEW AVENUE TYPICAL SECTION 22' L 12" TYP 12 BORROW 7' 1 5' 1 10' LANDSCAPING I SIDEWALK I EASEMT. 9' 13' 13' 9' CAR PARKING TRAFFIC LANE TRAFFIC LANE CAR PARKING MAIL 2.5' TYR SEAL COAT SL = 2 % I 2,07 MIN. STRAIGHT GRADE 2.0% MIN. STRAIGHT GRADE 000 0 0 0 0 T STREET LIGHT (TYP) 7 GEOTEXTILE 12' TYP 12 TYPJ GRANULAR BORROW 400 WATT SODIUM VAPOR LIGHT 2 1/2" ASPHALT PLANTMIX PAVEMENT ®40' MOUNTING HEIGHT FABRIC 3 1/2" - 3/4" AGGREGATE BASE PRESSURE TREATED WOOD POLE 12" GRANULAR BORROW NA L PRIME COAT � FN �G1STE r 8842 4 V ALLEY VIEW DRIVE /WEST VIEW DRIVE /PLEASANT VIEW DRIVE TYPICAL SECTION J �� Z ..�� 9 T f0F 0 lid N• S C ORB 03207 Schiess & Associates VALLEYVIEW DIVISION #5 UTILITY UPGRADES SHEET D -1 JUNE 2004 DRANK BY: K. ROLAND J. CROFT BART STEVENS STREET SECTIONS/ 2 O 1 m N O. OF K. ROLAND P. SCORESBY P. ENGINEERING- PLANNING Idaho Falls 522 -1244 -LAND SURVEYING Rexburg 356 -6092 HANDICAP ACCESS DETAILS 8 12 CALE VERTICAL SCALE NiS Nis REV. No. r Q i a i r c C v. a TOUCH READ BUTTON DISTANCE VARIES VALVE BOX SET TO FINISHED GRADE FINISHED GRADE 4 CON CRETE - COLLAR VALVE NUT EXTENSION TO WITHIN 6" OF SURFACE VALVE THRUST BLOCK DI LINE TO CITY MAINLINE TEE FLANGED JOINT O ? z 1 -8" SERVICE LINE FB 1100 SERIES z t CORPORATION STOP DIRECT a 1" METER z TAP W/ CC THREADS 60 . � > :� qk z 0 12" BARREL EXTENSION 2" POLYETHYLENE c (PVC) FOR PE PIPE CONC. COLLAR 0 Li 1" SCH 40 INSULATION PAD o a USE SYSTEM THAT SCORE CONTROL JOINT #4 REBAR, 12" OVERLAP MATCH EXISTING DELIVERS AN EQUIVALENT 4 PLACES LINE SIZE PE CORP STOP S/W CAPS ANGLE METER n 2 VALVE 12" MIN. ., o z RADIUS U TO 1" PIPE WITH CUT LINE a � ELECTRICAL TIE o FORD S91 -607 SADDLE OFFSET CORP. -3/4 BEDDING ? 0 0 j 0 STOPS 15" 1" IPS SDR -7 HIGH WATER SERVICE LINE CONNECTION 3 MOLECULAR DENSITY v f r Q i a i r c C v. a TOUCH READ BUTTON DISTANCE VARIES VALVE BOX SET TO FINISHED GRADE FINISHED GRADE 4 CON CRETE - COLLAR VALVE NUT EXTENSION TO WITHIN 6" OF SURFACE VALVE THRUST BLOCK DI LINE TO CITY MAINLINE TEE FLANGED JOINT O ? z 1 -8" LID & COVER 0 z t U0 a 1" METER SIDEWALK, STREET OR z JOINT 2' SPOOL O I HYDRANT PLACE SAFETY FLANGE OR FLANGE WITH BREAK AWAY BOLTS 2" MIN. 8" MAX. ABOVE GRADE DO NOT COVER DRAIN HOLES WITH CONCRETE THRUST BLOCK 1 CUBIC YARD OF WASHED GRAVEL SURROUNDING DRAIN HOLES (2 "x8"x12 ") CONCRETE BLOCK -3/4" BEDDING 3 VAL & HYDRANT >. 1 -8" LID & COVER a 1" METER SIDEWALK, STREET OR > LAWN LEVEL 0 12" BARREL EXTENSION 2" POLYETHYLENE CONC. COLLAR 0 Li 1" SCH 40 INSULATION PAD o SCORE CONTROL JOINT #4 REBAR, 12" OVERLAP PVC PIPE WITH 4 PLACES S/W CAPS ANGLE METER n VALVE o z STRAP SERVICE LINE U TO 1" PIPE WITH CUT LINE a � ELECTRICAL TIE o 0 0 j 0 2" MIN. 1" IPS SDR -7 HIGH MOLECULAR DENSITY v i z N POLYETHYLENE PIPE, ASPHALT PAVEMENT TE 1' -0 STD SIZE POLYTUF CONNECT TO METER OR EXISTING ROAD Q o a METE BOX OR EQUAL & ANGLE METER VALVE E W /APPROXIMATE FITTINGS o NA L t� HOUSE SID E S\( CD / N� 01ST fR� ti O METER NOTES: - 1" PE SERVICE LINE v i. PLACE METERS SO THAT THE TOP OF THE WORD "WATER" 8802 METER LID. ON COVER ) 0 2. ALL SERVICE LINES SHALL BE BORED UNDER ASPHALT O 4 CONCRETE COLLAR FOR VALVE BOX qT £ OF `OPl METER BO M SETTER DETAIL EXISTING S B CUT FOR P A V I G � \ ;l, c c OR 1" M T E R SERVIC N y SC O c PROJECT NO. 03207 s VALLEYVIEW DIVISION #5 srHEEr DATE JUNE 2004 C Schiess & Associates UTILITY UPGRADES D _ r) G = NO. DESCRIPTION DESIGNED Dr. DRAYM BY: REV. BY Cm. BY DATE K. ROUND J. CROFT ENGINEERING- PLANNING -LAND SURVEYING BART STEVENS WATER DETAILS _ REVISIONS TO DRAWINGS CHECKED BY: K. ROLAND APPROVEA Br P. SCORESBY N a oI s 12 ! Thh docim t or my port thaw t N dual or deelgn concept b the propertyy of Schless t Associates an t not shot be copied in my Kam without the written outhortm Im of Schiess k Idaho Falls 522 -1244 Rexburg 356 - 6092 HORIZONTAL SCALE- VERnCAL SCALE: - Aeeaclotee. N1S Ni'S REV. NO. SECTION Q GRADE CONDITION SHOWN WITH FRAME & GRATE ISOMETRIC VIEW C TOP OF CURB EXTEND POURED IN PLACE I ITD STD. SIZE "A" GRATE FOR ITD FLOW LINE OF CURB I I- CURB & GUTTER AROUND FRAME & GRATE TYPE 1A C.B. THIS C.B. IS A MODIFIED ITD TYPE 1A ---------------------------- < _ CURB & GUTTER W/ ITD FRAME AND GRATE CAST IN C&G BOTTOM OF CURB C.B. PER ITD STD. DWG E-6-B. S-6 1 0 711 1 , _ 4_ ITD FRAME FOR ITD TYPE 1A C.B. 4 MIN ' (FIELD 4'-0" > . ....... .. ......... rc SECTION D W ITH \ �SUMP MANH OLE LID A & A qN F RN�IJION G �H MH—LID WT, 1,240# 8 , 1'-0 1/4" or TOP OF CURB GRADE) APPROXIMATE WEIGHTS: 7ILN, BY ROTATING BASE SECTION FLOW LINE OF CURB PIPE DIRECTION CAN BE ORIENTATED AS REQ --- --- -- - - -- ------------------- ROUGH HOLE FOR 48" MANHOLE M.H. LID 1,240 LBS. OUTLET PIPS PIPE INV. 12 MTCH �`�S ACTION WITH 6" • (��)48 DIA. MANHOLE CATCH BASIN ABOVE CONC. BASE— BASE APPROX. 4,550 LBS. T7 TYPE 1A BOTTOM OF CURB 3-6 • BY ROTATING BASE SECTION — PIPE DIRECTION CAN BE ORIENTATED AS__ J_ (INCLUDES 6 BASE) REQ'D. RUBBER 4*-0' 6" POURED PA CONC. BASE SECTION Q GRADE CONDITION SHOWN WITH FRAME & GRATE ISOMETRIC VIEW C WV. BY I CO. 13Y I DAIIE No. DESCRIPTION REVISIONS TO DRAWINGS TWe document w my part thereof In detal or design concept Is the f Schlo" Associates and not be cop;ed In my form wtthwt the written =thortz Ic of Schlep & ASSOCIatea, No. 03207 VALLEYVIEW DIVISION #5 '1 APPROV Y. DRANO IM 13�' JUNE 2004 Schiess & Associates UTILITY UPGRADES D-3 K. ROLAND Br. J. CROFT BY BART STEVENS STORM DRAIN DETAILS NO. OF K. ROLAND P. SCORESBY ENGINEERING- PLANNING -LAND SURVEYING 10 12 AL SCALE VMTICAL SCALE S4 Idaho Falls 522-1244 Rexburg 356-6092 NTS NTS REV. NO. 8" S-6 8' 1 THIS C.B. IS A MODIFIED ITD TYPE 1A S— 2--8- C.B. PER ITD STD. DWG E-6-B. V_4' 1 , _ 4_ 4 MIN ' (FIELD > ADJUST AS REQ'D TO FMEET GRADE) APPROXIMATE WEIGHTS: 10 M.H. LID 1,240 LBS. 4' M.H. SECTION 4,550 LBS. (INCLUDES 6 BASE) RUBBER ? BOOT k, .10 REINFORCING NOTES: 1. REINF. TO BE CENTERED IN CONCRETE UNLESS OTHERWISE NOTED. 4'-0" DIA. STD. 2. ALL LAPS TO BE A MINIMUM OF 48 BAR MANHOLE SECTION DIAMETERS. A 3. CLEAR SPACING BETWEEN ANY PARALLEL — '- - - - - -- REINF. TO BE A MINIMUM OF 1 1/2". PIPE INV. 4. MANHOLE SECTIONS ARE DESIGNED TO MEET ASTM C478 15" DIA. PVC PIPE *5" MIN. WALL LID DESIGN CRITERIA: CONCRETE STRENGTH (28—DA*)5,000 PSI 5� STEEL YIELD STRENGTI 1 0,000 PSI SOIL DENSITY PCF S T —120 G EQUIV. SOIL FLUID PRESSUf�E 45 PCF 4" THICK POURED 4" OF TYPE I OR DEPTH OF FILL 0 FT AASHTO LOADIN HS20 CONCRETE BASE 11 BEDDING AO 8 �—SHO SECTION A L_ UNDISTURBED EARTH w, m WN WITH FRAME & GRATE B SECTION B UNDISTURBED EARTH SHOWN WITH FRAME & GRATE O 0�_ S C o WV. BY I CO. 13Y I DAIIE No. DESCRIPTION REVISIONS TO DRAWINGS TWe document w my part thereof In detal or design concept Is the f Schlo" Associates and not be cop;ed In my form wtthwt the written =thortz Ic of Schlep & ASSOCIatea, No. 03207 VALLEYVIEW DIVISION #5 '1 APPROV Y. DRANO IM 13�' JUNE 2004 Schiess & Associates UTILITY UPGRADES D-3 K. ROLAND Br. J. CROFT BY BART STEVENS STORM DRAIN DETAILS NO. OF K. ROLAND P. SCORESBY ENGINEERING- PLANNING -LAND SURVEYING 10 12 AL SCALE VMTICAL SCALE S4 Idaho Falls 522-1244 Rexburg 356-6092 NTS NTS REV. NO. z c a v� a c� cv cti c c 1 PLAN c al I 0 3 a Z � FRAME & COVE w a 5 ., 1. ALL SERVICE LINES TO BE 4" w O PROECT N o. 03207 OTHERWISE NOTED. oo•` 0 2. TYPE "C" SERVICE WILL ONLY BE ALLOWED IF SPECIFICALLY APPROVED „ r7 NO. 0 O OKD. BY DATE DE90NM BY: O e K. ROLAND L N CHECKED Br. W / ''. K. ROLAND a J Aaoclata and shall not be copied In any form without the written authors of Schley !: HORIZONTAL SCALE NTS rJ I ( , a I - .I 4' -0" DIA >1 I I r 0 N M 5 ., 1. ALL SERVICE LINES TO BE 4" O PROECT N o. 03207 OTHERWISE NOTED. oo•` 0 2. TYPE "C" SERVICE WILL ONLY BE ALLOWED IF SPECIFICALLY APPROVED „ r7 NO. DESCRIPTION O OKD. BY DATE DE90NM BY: O e K. ROLAND J. CROFT N CHECKED Br. W / ''. K. ROLAND a J Aaoclata and shall not be copied In any form without the written authors of Schley !: HORIZONTAL SCALE NTS VERDCAL SCALE: NTS a Associates, o 0 r � N 6" MIN a 7 UNDISTURBED > 1 11 =11 f � 0 i rn U O ° a z - EARTH m SEWER MANHOLE SECTION c: PREFABRICATED BASE. c NOTES: 1. ALL SERVICE LINES TO BE 4" INSIDE DIAMETER UNLESS PROECT N o. 03207 OTHERWISE NOTED. oo•` 0 2. TYPE "C" SERVICE WILL ONLY BE ALLOWED IF SPECIFICALLY APPROVED „ DATE: JUNE 2004 NO. DESCRIPTION IREV. BY OKD. BY DATE DE90NM BY: DRAYM BY: e K. ROLAND J. CROFT REVISIONS TO DRAIMNGS CHECKED Br. APPR BY: This document or any part thereof In dotal or deMgn ooncapt to the property of Schwa k Y 0 ''. K. ROLAND P. SCORESBY J Aaoclata and shall not be copied In any form without the written authors of Schley !: HORIZONTAL SCALE NTS VERDCAL SCALE: NTS Associates, k'_ COMPACT 1' MAX. BACKFILL IN 6' LAYERS TO 95X OF ASTM D -698 6 MINA COM PACT APPROVED \� �_g'MI� IAL ��T095% OF \\ 9 12• D -698 9 \ \ 17 MAX MAX CAP OR PLUG AND INSTALL SERVICE LINE MARKER PER SD -512 (TYP.) MIN, 1 /4 "ATl�q� 4"-1/8 OR 1/16 I BEND AS NEEDED ABSOLUTE MIN. GRADE 1 /8'• /FT 2 -45' BENDS „ MIN. GRADE 1 /4 " /FT.(27) SHAPED UNDISTURBED SOIL; EXCAVATE FOR BELL HOLES. SHAPED SUBGRADE GRANULAR FOUNDATION PIPE BEDDING FOR RIGID PIPE COMPACT 1" MAX. BACKFILL TO 95% OF ASTM D -698 y *MPACT APPROVED IEDDING MATERIAL D 95X OF ASTM 12' D -696 MAX 1 V* MIN 1Y MAX `- SHAPED UNDISTURBED SOIL EXCAVATE FOR BELL HOLES. SHAPED SUBGRADE GRANULAR FOUNDATION PIPE BEDDING DETAIL FOR FLEXIBLE PIPE PIPE BEDDING DETAILS Schiess & Associates 4 ENGINEERING • PLANNING -LAND SURVEYING Idaho Falls 522 -1244 Rexburg 356 -6092 n FINISH R - _z:2 -- GRADE 1/4" SANITARY SEWER SERVICE LINES 20VE CONNECTION TYPE A & D oo coo' 000 c oc�< .o� TEE OR APPR CONNECTION TYPE C (SEE NOTE 2) BARTSTEVENS X0 4 G\ST fRF CAF l 1642 v � O 9 9 TF OF \ �P� TYPE E L� H, SCpR�S (SEE NOTE 3) VALLEYVIEW DIVISION #5 SHEET UTILITY UPGRADES D -4 SANITARY SEWER DETAILS NO, of 11 12 REV. NO. OER GASKET MANHOLE NOTES: 1. PLACE VERTICAL WALL ON UPSTREAM SIDE OF MANHOLE, ROTATED 45 DEGREES. 2. WHERE PVC PIPE IS UTILIZED, INSTALL A RUBBER RING OR GASKET COLLAR WHERE THE PIPE IS IN CONTACT WITH MANHOLE BASE AND /OR MANHOLE CHANNEL, IN ORDER TO INSURE A WATERTIGHT SEAL. 3. UNLESS OTHERWISE SHOWN, MANHOLES SHALL HAVE 0.1 FALL FROM UPSTREAM INVERT TO DOWNSTREAM INVERT. FOR PIPE SLOPES GREATER THAN 2.5% SLOPE, SEE PLAN & PROFILE. GRADE COLLAR PRECAST MONOLITHIC CONCENTRIC CONE SECTION ALL JOINTS PRECAST CONCRETE MANHOLE- BARREL SECTIONS AS REQ'D RUBBER BOOT TYPE B NOTES: 1. ALL SERVICE LINES TO BE 4" INSIDE DIAMETER UNLESS D oo o< OTHERWISE NOTED. oo•` 0 2. TYPE "C" SERVICE WILL ONLY BE ALLOWED IF SPECIFICALLY APPROVED „ BY THE ENGINEER. 3. TYPE "E" ALLOWABLE FOR TRENCHES 00000< a o0 00o 15 FT. DEEP OR GREATER WITH PRE - APPROVAL BY THE ENGINEER. o 4. USE 6" OF TYPE I BEDDING ALL AROUND EACH SERVICE. FINISH R - _z:2 -- GRADE 1/4" SANITARY SEWER SERVICE LINES 20VE CONNECTION TYPE A & D oo coo' 000 c oc�< .o� TEE OR APPR CONNECTION TYPE C (SEE NOTE 2) BARTSTEVENS X0 4 G\ST fRF CAF l 1642 v � O 9 9 TF OF \ �P� TYPE E L� H, SCpR�S (SEE NOTE 3) VALLEYVIEW DIVISION #5 SHEET UTILITY UPGRADES D -4 SANITARY SEWER DETAILS NO, of 11 12 REV. NO. OER GASKET MANHOLE NOTES: 1. PLACE VERTICAL WALL ON UPSTREAM SIDE OF MANHOLE, ROTATED 45 DEGREES. 2. WHERE PVC PIPE IS UTILIZED, INSTALL A RUBBER RING OR GASKET COLLAR WHERE THE PIPE IS IN CONTACT WITH MANHOLE BASE AND /OR MANHOLE CHANNEL, IN ORDER TO INSURE A WATERTIGHT SEAL. 3. UNLESS OTHERWISE SHOWN, MANHOLES SHALL HAVE 0.1 FALL FROM UPSTREAM INVERT TO DOWNSTREAM INVERT. FOR PIPE SLOPES GREATER THAN 2.5% SLOPE, SEE PLAN & PROFILE. GRADE COLLAR PRECAST MONOLITHIC CONCENTRIC CONE SECTION ALL JOINTS PRECAST CONCRETE MANHOLE- BARREL SECTIONS AS REQ'D RUBBER BOOT TYPE B m B P r CN c u', 0 c� 3 (r H W S (T _J Q F G zliz a c O C 3 `v r 0 0 i r7 0 0 i 0 0 0 i c E 0 ,y� 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. _SEND_ TEE 1 THRUST BLOC DETAIL c 0 i 2 TYPICAL WATER LINE PLACEMENT n D c F. DESCRIPTION U REVISIONS TO DRAWINGS This do cument m my part thereof In dotal or design omapt N tha Associates Associates and " not be oopied N any farm without the written c NO. CKD. BY DATE '�- -- °i: K. ROLAND CHECKED 8 of Schkes k K. ROLAND n of Schloss h NOPoZONTAL SCAIF: NTS ZONE 1 A WATER AND SEWER MUST BE SEPARATED BY 18 N 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. ZONE 3 SAME REQUIREMENTS AS ZONE 2 EXCEPT THE SEWER MAIN MUST ALSO BE SUPPORTED ABOVE THE CROSSING TO PREVENT SETTLING. ZONE 4 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 BEFORE ZONE 2 OR 3 INSTALLATIONS ARE MADE REFER TO IDAPA 58.01.08 IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEM. DIMENSION FOR THRUST BLOCKING FITTING SIZES TEES & PLUGS 90' BEND 45' BEND & WYES REDUCERS & 22' BEND A B A B A B A B 4" V -7" 1' -2" 1' -9" 1' -6" 1' -8" 0' -10" 1' -7" 0' -6" 6„ 2' -0" 1' -11" 2' -5" 2' -2" 1' -10" 1' -7" 1' -9" 0' -10" 8" 2' - 8" 2' -6" 3' -2 3'_0" 2, -5„ 10" 3' -4" 3' -3" 4' -0" 3' -10" 3' -0" 2' -9" 2' -2" 1' -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' -it" q' -g" 3' -5" 3' -5" 2' -5" 1/4" TOOLED RADIUS " R =2 2 TOP OF CONCRETE 1/2 SIDEWALK TO BE 1/4" ABOVE j 8AK OF CURB Qv d O a I ? u ^1 2' -6" R _ 3 „ r7 Q STANDARD CURB & GUTTER DETAIL JUNE 2004 Schiess & Associates J. CROFT P. SCORESBY ENGINEERING- PLANNING -LAND SURVEYING CALE NTS Idaho Falls 522 -1244 Rexburg 356 -6092 VALLEYVIEW DIVISION #5 UTILITY UPGRADES BART STEVENS I MISCELLANEOUS DETAILS c NA L Eti G1ST£R 8842 tn 7 - Iz , 9 9TF OF VDp' �. 0 \h'• S C OR/ D -5 OF 12 12 V. NO. TYPICAL PARKING LOT o ° o ° o ° o ° o ° o ° o ° o ° o ° o °o° 0 ° 0 0 0 0 0 ° 0 0 0 ° o ° 0 0 0 0 0 0 00°o000000000000000 0 0 0 0 0 0 0 0 0 0 O ° O ° O ° O ° O ° O ° O ° O ° O 0000000000000000 0 0 0 0 0 0 0 \ \: 0 0 0 0 O ° 0 ° O ° O ° O ° O ° O 0000000000000 0 ° O ° O ° O ° O ° O ° O NATIVE MATERIAL ° 0 ° ° ° COMPACTED AS PER CITY ° 0 000000000 ° REQUIREMENTS AND ISPWC 0 ° 0 ° 0 ° 0 ° 0 ° 0 ° 0 Z 0000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 z 0 ° 0 0 0 ° 0 ° 0 ° 0 ° 0 000000000 _ :) 0 0 0 0 00 0 00 0 0 is 0000000000000 ° ° o o ° ° o STANDARD TRENCH DETAIL D_ r r o: m PIPE BEDDING / 2 REDUCER / v FINAL PLAT / \ / VALLEY VI EW ESTATES DIVISION NO. 5 S ch ie s s A� soci� t�s t' \ / / CITY OF R EX B U R G MADIS C O U NTY, IDAH ENGINEERING PLANNING-LAND SURVEYING \ SRO. &M &M V" FALLS. V" � > / SE 1/4 OF SEC, 31, T. 6 No (te) W -1244 (200) 3 50-=2 v / / R. 40 E. BOISE MERIDIAN y \ FI NAL PLAT �� y , \ �/ • rinrs rxrb J�� "✓ " rp `, / >S,,A / / / scale: 1" -100' Q r ,,off LOT4 / TEMP. R ARO � D Q / , 18.200 sq.ft. DRAINAGE IT %, 5 x 'X.. FILLED / GRAVEL \ 18,2( `' LOT6 I / 18,908 sq.tt. / � 4 Lon LOTS s 22,153 *q.ft. LOTi i '� \, \ DSC INVESTMENTS 16,900 sq.ft. ` N SZ. 259150 0 NUM DELTA ARC RADIUS BEARING DISTANCE C1 21'41'05" 81.51' 215.37' S545'46'06 "E 81.03' C2 23'16'39" 101.31' 249.37' S55 33'53 "E 100.62' C3 13'23'10" 66.21' 283.37' S61 42'57 "E 66.05' C4 79'40'32" 35.48' 25.51' S85'3'- "37 "W 32.69' C5 90'00'00" 39.27' 25.00' N1'04'27 "E 35.36' C6 42'06'56" 47.73' 64.93' S25'00'58 "W 46.66' C7 1 26'10'07" 60.71' 132.93' S32'59'23 "W 60.19' C8 15'56'49" 37.00' 132.93' S11'55'S5 "W 36.88' C9 42'06'56" 72.72' 98.93' S25'00'58 "W 71.09' C10 8'00'36" 127.44' 911.58' N7'57'48 "E 127.34' C11 9'00'28" 132.62' 843.58 N8'27'44 "E 132.49' C12 9'29'52" 139.84' 843.58' N1 7 139.68' C13 8"10'34" 130.08' 911.58' N1 6'03'24 "E 129.97' C14 31'48'37" 487.23' 877.58' N19'51'49 "E 480.99' C15 7'26'45" 118.47 911.58' N23'52'04 "E 118.38' C16 9'46'16" 143.86' 843.58' N27'20'59 "E 143.69' C17 737'58" 121.44' 911.58' N31'2426 "E 121.35' C18 311 '59 1 52.02' 843.58' N34 "E 52.01' C19 0'32'41" 8.67' 911.58' N35 29'46 "E 8.67' C20 81'02'02" 35.36' 25.00' S4'44'54 "E 32.48' C21 98'57'57 43.18' 25.00' N85'1 5'06 "E 38.01' 022 9'15'09" 102.99' 637.73 S49'53'30 "E 102.87' C23 9'16'06" 97.66' 603.73' 1 S49 "E 97.56' C24 9'17'12" 92.24' 569.73' 1 S49'54'11 "E 92.24' 21.9 q.ft 41r / 1/ FUTUR ADDITION/ J 16 601 93. / / It / \ LOT2 101a"E 367 / DRAINAGE PIT 5'x5'x1 Ai, .a7� .97 fi t, \ F CrB� 20,518 sq.ft. 125.80, 128' l �ti s,o• ti y t tz.7o• "� 't FILLED WITH GRAVEL 0 / LgT3 0 � 23.917 sq.ft. 6jg0, 1q4 29 F� TEMP. TURN AROUNQ/ LOT1 5 c'D rQ 21,143 sq.f'r. / / 19.393 sq.ft. N ..,\ � ` // , �'`,' ��. ``��,?,� ,- LOT5 A� �Q` DSC INVESTMENTS � �" 00, ti 20.352 sq.ft. LOT6 w �w \ �� / �O• LOT 14 O tt ` C 132.90' ., t t -- 10.62' _ ! " ° 96.113.305 sq.ft. 17.644 sq. Ci LOT7 / 'F ? / / �Y INST # 259150 �_ � �O 21.877 sq.ft. � °�. 'AS, /�� - , , PLEASANT VIEW y �► \, C 20.166 p.tt. ,f r w ' 4 1J 3 'S7'30"E 239.62' �^j. O N0 ?3 c� 10713 �• "r 20.927 ft. 0� �' ._ _. 1 sq. �y LOT12 - Ct0- c � �•9: i / X 94 ��4 / ,04' 21,961 sq.ft. 12.82 - -- - 143.06' ti O / /�� 3 "ti l.9 G.00S H y - -83.74 SO x� �y�"' LEGEND / \ \ 17.830 p.fl S S?• ri +� LOT11 �i? '�,fl; �'c. � ,�ti� LOT5 22,037 sq.ft. $ N LOT10 $ N LOT9 / 32,620 sq.ft. O SET I�/+�' Pm ( l �+,� , w ?a• ►+� $ 20,028 sq.ft. S q / :..,.. ..,. *..,., ..I�, LDS CHURCH L 4 20,900 t<q.ft. .. _ 5. Gs --.� ::, ...... _. COM!'"TE \ \ / LOT3 S 10 33Y. c / 39,144 sq.ft. 2 2 ( / \ 1$.268 sq.ft. 3 ?3'p ?• 7. s7' 167.82' N POINT OF aNNwc PROPERTY • SET /'x24}'" PIN ( / °1 'w 143.os' / �� / A y 1/x wma Pltisnc I N S0357' " W 524.03 139.,9• 34.46. o caw P.LS. ass b ST. # 175514 SURl� CR'f�1CASHEET / \ LOT4 / 18.588 sq.ft. 1076 34.81• I _ _ _ / 21.104 sq.ft. L0T7 69. 6 0• Jt N �, 19.417 sq.ft. 1078 S1��, S0 /1 �SOS35'03"W 236.58' '08'S7"W 233.62' +; / / 18.117 sq.ft / .--... , �c S�T��oF oars \ LO VALLEY VIEW EST --- -.- . 2`! _. _,,.; o, ' K A ES 3 W / / \ \ 18.608 .ft. LOT 1 ., �; ' + i� �� .`v 1 1 DIVISI NO. 4 1 18,923 sq.ft L T3 LoT4 �'� . 16.800 sq.ft. w LOT2 18,424 sq.ft. o 0 16,80 sq.ft. I ( R , S01'08'57"W 267.65' +' [ VALLEY VIEW ESTATES T ND • EAS DIVISION NO. 3 I NST. # 200 LI �tsT&O w 8 `1 sdnnMp d a point that M i.OR'14'J!f'E, 3/3.27 lost alaq >M Ead $000 M� � ' j ; � � � � N INST. NO. 185095 \ / mW &W4t{'20'w. 401 f+nt atti 8 O rMW w 233.02 fast *wn +h. N �. SE. COR / 9369 Eost awe INST. N0. 2 � of 8.o1lat 31. t w�• 4o Eat d 6*0 1ladi' aw ntttttitto ! � 267998 fftsnos 8 Q?3d'0.r w 236.00 1164; 8 1 "As took thotws 8 a3'ow w U4.03 fssk ttitnoo { SECTION 31 \ / ��, , I a 2�aoo>'• w 1 07.2 fa* thsttos 8 w E. 1/4 CO 1XLU to* thsno. s W40'w7"' w 338.00 too P.. OE. 1r O� 1Mwto. 8 4731'01 w 130.30 fink 14 - 8 40'47/3' W /40.00 folk thsttas N 4615W w 305M SECTION 31 T.6N. '!FG F OF O look III -,. N�44r4r18' E /40.00 losk tltssr N 44t4N01'�' E 1>s N %A 8 4?10"Od' E 17JO 1404 l l Rr �s �. look 0 «tots N 4 # 1 14� feet a«MIN f4* 0 S 1 4WO 9474,1''' " T.fiN. R.40E fe* umm III Grivasr' 9 OW f m #a of b�pittttrtq, atttdtp 12A tta».. \ 383.27' 22 \� / T SECTION LINE BASIS OF BEARING T OO'14'35 "W 2611.57' sNEU I CIF z F+ +sG F f p , � V l6 r �i 0 J�� -} I r. ki t � €lI FI NAL PLAT VALLEY VIEW ESTATES DIVISION NO, 5 CITY OF REXBURG, MADISON COUNTY, IDAHO SE 1/4 OF SEC. 31, T. 6 N., R. 40 E., BOISE MERIDIAN I A;iei L I a I [ Beginning at 0 point that Is S- W14'3rE.. 363.27' feet along the East Section One and 5.69'45'25' W. 466,96 feet and S 01'06'57" W 233.62 fast from the East Quarter oorner of Section 31, Township 6 North, Rangy _ st of Boise Merdion and running thence S OS35 W 238.58 feet: S 250'05' W 69.06 feet; thence S 03'S7':W' W 524.03 feet; theme S 23'00'01" W 10 .82 feet; thenoe S 2720 W 120.52 feet; thence S 3548'07` W 336,00 feet; thence S 42'31'51" W 136.39 feet thence S 44 W 140.00 feet; thence N 4515'55' W 395.08 feet; thence N 44'47'13" E 140.00 feet; thence N 4#44'05' E 198.00 feet; S 4515'55` Z 17.89 feet; thence N 3506 E 131.68 feet; thence N 20 E 238.93 feet; thence N 06'10'18" E 367.47 feet; thence N 24 E 144.32 feet; thence N 45`0241" E 295.46 feet; thence S 43'55'33' E 44.43 feet; thence S 871515' E 94.97 feet to the Point of beginning, oontaing 12.52 acres. n I Kurtfs J. Roland, depose and say that i am a Professional Land Surveyor. that 1 have surveyed the exterior boundary of the tract of land described in the Boundary Description attached hereto, that sold tract will be staked on the ground according to State Low Section 50 -1303. State of Idaho. And the interior monuments for the subdivision will be set in ac:cordace with Section 50 -1303, Idaho Code. CERTIFICATE NO. 9389 Schiess &Associates ENGINEERING PLANNING -LAND SURVEYING V" MM 0M) art -1244 35e--OM foregoing plat was du accepted and approve d by the City of Rexburg. 14 by resolution adopted this Mayor City Eng neon City perk Planning do Zoning 'S CERTIFICATE KNOW ALL MEN BY THESE PRESENTS: that we the undersigned Ore the owners of the tract of land included within the Boundary Description shown hereon and two caused the same to be platted and divided Ito Blocks, Lots and Streets, to be hereafter known as VALLEY 'AEW ESTATES SUBDIVISION DIVISION NO. 5. Madison County, Idaho and we do hereby dedicate to the Public, all streets and rights —of —way as shown hereon. The easements shown hereon are rot dedicated to the public but the right to use saki easements are hereby perpetually reserved for public utilities T .roadway slopes, drainage of for any other use designated on the plat. Q►�'�'� We Oleo cerffy that the lots shown on this plat are eligible and will receive water and sewer from the City of Rexburg and said Municipality has agreed In writing to serene sold kft. 9369 We aim cWIfy that the lots shown on this plat are not in the flood plain zone. ,� of , �p IN WITNESS WHEREOF. we have hereunto set our hands th h —day of .- \S J. ROB I hereby oer* that I have examined this plot and find ft to be correct and acc.eptob s as required in Section 50 -1305 of the Idaho Code. Dots: Vzo — Professional Land Surveyor Cart. No. I hero certify - _ by rtify that sanitary restrictions required by Idaho Code, Section 50 -1326 have been satisfied and this plot Is hereby approved for recording by filing of this certificate herewith. DISTRICT 7 STATE BOARD OF HEALTH Date. - Enviromentai Health Specialist I the undersigned County treasurer in and for the County of Madison. State of Idaho, per the roqulromenb of Idaho Code 50 -1308. do hereby certify that ail county property taxes due for the property Included in this project are current. Date: Madison County Treasurer RECORDER'S CERTI FICA n __ I hereby certify that the foregoing plat of the VALLEY VIEW ESTATES SUBDIVISION DIVISION NO. 5, Madison County, Idaho was filed for recording in the office of the Recorder of Madison County. Idaho on this day of • at m and recorded under Instrument Number, STATE OF UTAH County of On this -- day of ; - before me. the undersigned. a Notary Public in and for said State, personally appeared GORDON S. CROFTS and CLAUDIA J. CROFTS known to me to be the managers of DSC INVESTMENTS LrLC. a I, Limited U3ability Company, and the managers who subscribed said limited liability companies name to the forgoing Instrument on behalf of sold company, and acknowledged to me such company executed the same, IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. Notary Public for the State of Utah Madison County Recorder Residing in__County. ._ 1RRIGAT10�1 CERTIFICATE Commission Expiration Date: r Requirement of Idaho Cods 31 -3805 are met. Agreement between Fremont— Madison Irrigation District and D eve l oper recorded as -. . Instrument Number - SS'tM 3 - - - - - - - - - - - - - - r_ as.