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Home My WebLink AboutSITE PLAN - 04-00097 - Upper Valley OptionsINDEX CATCH BASIN COVER INSIDE DIAMETER G-1 INDEX/ABBR EVIATIONS/CONTACTS C-1 OVERALL SITE PLAN D-1 DETAILS D-2 DETAILS LIST OF ABBREVIATIONS BTM BOTTOM C B CATCH BASIN Di INSIDE DIAMETER DIA. DIAMETER E EAST ELEV. ELEVATION EO EDGE OF OIL FF FINISHED FLOOR FT FEET FW FRONT OF WALK INS' INVERT L. F. LINEAR FEET MAX. MAXIMUM MIN. MINIMUM mi MECHANICAL JOINT N NORTH PE POLYETHYLENE R RADIUS REQ'D REQUIRED S SOUTH SOH SCHEDULE STD STANDARD TB C TOP BACK OF CURB TEMP TEMPORARY TYP TYPICAL W WEST SS-8- SD-12 � -W-8— SS-8- SD-12 -W-8— PROPOSED MANHOLE EXIST. MANHOLE CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED STORM DRAIN PROPOSED WATERLINE EXISTING STORM DRAIN SEWER EXISTING STORM DRAIN EXISTING WATERLINE PROPOSED FIRE HYDRANT PROPOSED WATER VALVE EXIST. FIRE HYDRANT EXIST. WATER VALVE CATCH BASIN DIRECTION OF DRAINAGE FLOW PROPOSED LIGHT POLE EASEMENT LANDSCAPE CONCRETE DUMSTER OWN PHONE WATER NOTES: CITY OF REXBURG ENGINEERINGDEPARTMENT... ................. ......................... ............................... JOHN MILLAR ........ .............. ................................ ..... (208) 359-3020 DEQ............... .............................. ....... ...... ................................ ................ WILLIE TEUSCHER ...... .................... ......... __ ....... ......... (208) 528-2650 DIGLINE(CALL BEFORE YOU DIG) ..................... .......... .......................................... -.1 ..................... 1-1-.1 ........... 1. 1.... - I ..................... (800) 342-1585 OWNER............................ ......................................... ..................................... SCD17 BIRKINBINE ............................................ .......... �(208) 523-4500 SCHIESS & ASSOCIATES ENGINEER.......................................................................................................... PAUL SCORESBY ................ __ .............................. (208) 522-1244 PROJECTMANAGER ............................... ...................................... ...... ......... KURT ROLAND ...................................... ....................... (208) 522-1244 -STREET NOTES: - 1. USE CURB AND GUTTER TYPES SHOWN ON THE PLANS. 2. ALL CONCRETE SHALL BE CURED WITH A CURING COMPOUND MEETING REQUIREMENTS OF ASTM C-1315, DRAWN: KAM CHECKED: KJR Schiess& Associates PRO Jw_ BIRKIN BINE hk-/ 1 PROJECT NO. IN DEX/ABBREVIATIONS/CONTACTS 032 05 DESIGNED-. KJR APPROVED-. PHS 4 ENGINEERING- PLANNING -LAND SURVEYING S T Rexbur Idaho [NO.. REVISIONS 97— DATE sHM NO. GENERAL This docurnent or any part thereof in detail or design T 'or operty of Schiess & Associates and concept isr the pr CAD NAME: HORZ_ SCALE; NTS klaho Falls 522-1244 Rexburg 358-6092 6 G i c in any form without the written Shan not be copied -authorization of Sch'"s Associates. G-1 VERT. SCALEo NITS COPMGW02003 4t, 4 14", ih, g o W� 7_7 "n ''7� i.' i .- '. rsa � ✓ ; J'' d;: < - a:' e.rc .?�.'-+'. tt, fx.u:.., �,ar... .nr �1l.,. e:r �� :<�..:_N , ,,.�,- .,_... , . - _ �i.,�•}d.E � {add. ., �� rn:..., s . -, ., ;a�. r�.:.:, -. td�J .tri;3motxr n �*tl.x7 . #a - .lfk.rf�,s 4�. -Re. �. �4 €d z.a� t r t i Y 4V ffy{ f Evil FIFE S __ ....... ... HYDRANT - •- ... a .. .r d s T a - m r v- d a w � w c_.. � �...... w � ... Y : a rt - +i a m w m a <. d a v o w+ ® ,a T + m .. .........< g�yym a e w .. r > a. w s w �. .� a e T e rt w T a� T a T r. 4 . re n d n o o- il. s w T a w w a a w o + •+ � ,o- v d a T .?e •'� t •. 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AS REQ'D BY 1/2" BELOW 0 PVC PIPE WITH 2' - 4 C L SPRINKLER SYSTEM FINISHED GRADE I -C- I LID & COVER ENGINEERING- PLANNING *LAND SURVEYING Idaho Falb 522-12+4 Rexburg DESIGN (BY OTHERS) FINISHED GRADE' Ld ELECTRICAL TIE 0 SITEWURK D authorization of Schiess & Associates. CALE: VERT. S N /A C-) ry 2" MIN. /z-SIDEWALK, STREET OR WATTS SERIES 40* -0i STD SIZE POLYTUF I -A� AWN LEVEL < 009 RPZ VALVE NUT EXTENSION TO BACKFLOW WITHIN 6" OF SURFACE M PREVENTOR OR 12" BARREL EXTENSION • EQUIVALENT I NOTES THIS SHEET.,- 1---2"' POLYETHYLENE 1. SIZE BACKFLOW PREVENTOR PER THREADED GATE VALVE i 0 1 0 Lli IRRIGATION SYSTEM DESIGN (BY (3" AND LARGER ONLY ' I OTHERS). Ln 2. IRRIGATION SERVICES ARE TO 2" SCH 4 0 '----A G , !" BE PLACED PER IRRIGATION PVC PIPE WITH THREADED VALVE DESIGN (BY OTHERS). THRUST BLOCK S/W CAPS GALV. PIPE 3. USE METER BOX DETAILS AND > 0 Ul C/) LINE JE STRAP SERVICE LINE SIZES IN ACCORDANCE MTH CITY 1 1/2" OR 2" IPS SDR-7 TO 2" PIPE WITH 'ITH OF REXBURG REQUIREMENTS AND USE RESTRAINED JOINT TEE FOR HIGH HIGH MOLECULAR DENSITY TIE ELECTRICAL TIE IN ACCORDANCE "KITH IRRIGATION 3" AND LARGER IRRIGATION ADDING SYSTEM DESIGN NEEDS (BY SERVICE, USE A CORP STOP FOR CON CONNECT TO METER OTHERS). 2" OR SMALLER INSTALLATIONS & ANGLE METER VALVE RESTRAINED JOINT L----------- WATER METER IN BOX 5 PIPE PER IRRIGATION SEE NOTE 3 — DESIGNER OVERSIZED POLYTUF RESILIENT SEAT GATE VALVE FOR 3" AND 1 TYPICAL IRRIGATION SERVICE LARGER SERVICES, USE CURB STOP FOR 2" TO BACKFLOW PREVENTOR OR SMALLER INSTALLATIONS METER BOX OR EQUAL COMPACT 1" MAX. BACKFILL IN 6" LAYERS TO 95% OF ASTM D-698 6" MIN COMPACT APPROVED 6r MIN 'BEDDING MATERIAL %A��v TO 951% OF ASTM D-698 9 9 12" MAX MAX -:7 SHAPED UNDISTURBED SOIL 3" EXCAVATE FOR BELL HOLES. SHAPED SUBGRADE- GRANULAR FOUNDATION PIPE BEDDING FOR RIGID PIPE COMPACT BACKFILL TO 95% OF ASTM D-698 COMPACT APPROVED BEDDING MATERIAL TO 95% OF ASTM D-698 MAX �'MIN f - 12" MAX 3n SHAPED UNDISTURBED SOIL. EXCAVATE FOR BELL HOLES. SHAPED SUBGRADE- GRANULAR FOUNDATION PIPE BEDDING DETAIL FOR FLEXIBLE PIPE PIPE BEDDING DETAILS TYPICAL PARKING LOT( 4 k D-2 \0 0 0 0 0 0 0 01 '0 0 0 0 131 o'-- c, 0 0 o 0 0 -0 C" 0 0- 0 0 C 0 10 0 0 0 C/I 0 0 0 o 0 C, 0 /0 act c� o NATIVE MATERIAL--- c 0 < 0 0 C 0 Cll 0 0 e3,*, 0 C 0 0 0 o 0 '.d C 0/ 0 0 0 0 13 0 0 0 F. 0 0 t,l r. 0 P, STANDARD TRENCH DETAIL (�4 TOUCH READ BUTTON--\ 3/4"' OR 1" METER —\ 0 12" BARREL EXTENSION---,__., 0 BIRKINBWE" PROJEk./T 1 1" SCH 40 PRCUECT NO. D ETAI LS 03205 PVC PIPE WITH 2' - 4 C L S W CAPS— V) STRAP SERVICE LINE LID & COVER ENGINEERING- PLANNING *LAND SURVEYING Idaho Falb 522-12+4 Rexburg TO 1'" PIPE NTH > Ld ELECTRICAL TIE 0 SITEWURK D authorization of Schiess & Associates. CALE: VERT. S N /A C-) ry 2" MIN. /z-SIDEWALK, STREET OR >- 40* -0i STD SIZE POLYTUF I -A� AWN LEVEL < METER BOX OR EQUAL—\ N 1" PE SERVICE LINE 1" IPS SDR-7 HIGH 0 MOLECULAR DENSITY POLYETHYLENE PIPE, CONNECT TO METER & ANGLE METER VALVE W`APPROXIMATE FITTINGS HOUSE SIDE 1 1/2" OR 2'F PE SERVICE LINE 2"-9" AS REQD WIN M122�11411014 --l------- , 1% 11 110 FOR 1/2" & 2- METERS DRAWN: CHECKED KAM KJR Schiess Associates BIRKINBWE" PROJEk./T PRCUECT NO. D ETAI LS 03205 TOUCH READ BUTTON-,,,,, 2' - 4 C L : DESIGNED APPRE DATE dVD7 RJR PHS -------------------------- LID & COVER ENGINEERING- PLANNING *LAND SURVEYING Idaho Falb 522-12+4 Rexburg Rexburg, Idaho SHEET No. CIVIL sh�oll not be copied in any form without the written DETAILS -IW-6W2 SITEWURK D authorization of Schiess & Associates. CALE: VERT. S N /A COPYRIGHT 0 2003 RING G --\ /z-SIDEWALK, STREET OR >- 40* -0i I -A� AWN LEVEL Cr- N M 12" BARREL EXTENSION • 1---2"' POLYETHYLENE 11/2" OR 2" METER INSULATION PAD 0 Lli V) LLJ ' I Z Ln D- 2" SCH 4 0 '----A G , !" PVC PIPE WITH VALVE S/W CAPS > 0 Ul C/) LINE JE STRAP SERVICE LINE 1 1/2" OR 2" IPS SDR-7 TO 2" PIPE WITH 'ITH HIGH HIGH MOLECULAR DENSITY TIE ELECTRICAL TIE POLYETHYLENE POLYETHYLENE PIPE, ADDING CON CONNECT TO METER 2" MIN. & ANGLE METER VALVE 0 I L W/� W /APPROXIMATE FITTINGS OVERSIZED POLYTUF TO BACKFLOW PREVENTOR METER BOX OR EQUAL AND SPRINKLER SYSTEM 1 1/2" OR 2'F PE SERVICE LINE 2"-9" AS REQD WIN M122�11411014 --l------- , 1% 11 110 FOR 1/2" & 2- METERS DRAWN: CHECKED KAM KJR Schiess Associates BIRKINBWE" PROJEk./T PRCUECT NO. D ETAI LS 03205 NO. I REVISIONS BY ------ - : DESIGNED APPRE DATE dVD7 RJR PHS T This document or any part thereof in detail or design concept is the property of Schiess & Associates and CAD NAME: HORZ. SCALE: NTS 'D ENGINEERING- PLANNING *LAND SURVEYING Idaho Falb 522-12+4 Rexburg Rexburg, Idaho SHEET No. CIVIL sh�oll not be copied in any form without the written DETAILS -IW-6W2 SITEWURK D authorization of Schiess & Associates. CALE: VERT. S N /A COPYRIGHT 0 2003 . . . . .... ... .. . .. 40* -0i SIDEWALK 4' TOP BACK OF CURB PROFILE GRADE SEMINARY STREET ,,� LIP OF GUTTER 2'- CL PLAN rl'-�FLARED DRIVEWAY DETAIL �L- ) n 0 A C'l D A CC' " R=2 1p 2 1/4" TOOLED RADIUS 4 E LEV. = 48 7 4.5 4 _ _ _ _ _ __ _. _ _ _ _ _ _ _ _ .. _ _ _ _. _ _ �. _ _ �.., �: ,. -� — :,� -`�f : ,. >, mss, - _ �?'``, � _r- .� u.. � =_.: „�_,,a��. =` � _.': ,., �,. _� _� � �;._ ,e��.., ,, -� , :;.� s��. _...,, rfi�� ;w..m._ �` _�