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HomeMy WebLinkAboutPLANS - 14 00146 - C Tire Fleet Center Rexburg CIVIL PLANS Rev 11 2 3 4 5 6 7 8 9 10 I I—ICJC UCJII�IVJ HIVU UItHVVIIVk00 Hftt IML CAULVJIV C YMUYLM I T Ur KVUCCIV & HJJV IH I CJ H t Cl l J, HIVU Hitt %1U1 IU CSC VJCU UM UVYLIUTA I CU VV11 "UU 1 YCKIVIIJJIVIV. UUV TltKOM I V LV 14, /ALL NIUM 1 J KCJCKVCU. M L K J H F E D B A rudeenarchitects Boise + San Francisco 199 North Capitol Blvd. Suite 602 Boise, Idaho 83702 Phone 208-338-1413 Fax 208-336-0371 info@rudeenarchitects.com SAGE ENGINEERING 1693 S. CORONADO AVE. — BOISE, ID 83709 PHONE: (208) 855-5082 http://sage—eng.com NEW BUILDING: FLEET CENTER 289 E 7th N Rexburg, Idaho 83440 Cover Sheet Sheet Title: V. = 20' Scale: Project Number: Date: C136023 base.dwg File Name: CITY PLAN REVIEW COMMENTS 1 05-19-2014 ISSUE FOR PERMIT & BIDDING 0 00 "1 .9014 Revisions: C100 1 2 1 3 1 4 5 6 7 1 8 9 I 10 1 11 1 12 1 13 14 1 15 GENERAL LEGEND GENERAL VICINITY MAP A – — — – W – — — – EXISTING WATER LINEi $ LMf� xb lr� U — — —OHP— — — EXISTING OVERHEAD POWEREP �rr�e�Gerti' ++ ' Maran View Fid EXISTING EDGE OF PAVEMENT EXISTING FENCE LINE EXISTING DECIDUOUS TREE w 14 16613 N: ' C ® ]F]I SHEET _ atr , EXISTING WATER VALVE Teton Lees Galf B� C O E IRCIL TIRE FLEET CENT E EXISTING FIRE HYDRANT LYING IN THE SW 1/4 OF THE SW 1/4 OF SECTION 17 Q EXISTING WATER METER UU E 7th N TOWNSHIP 6 NORTH, RANGE 40 EAST, B. M. �a!g,� park R" gid` 7 I REXBURG, IDAHO o C.O. EXISTING SEWER LINE CLEANOUT Z 2014 \ EXISTING POWER POLE SITE N [/+C] EXISTING AIR CONDITIONING UNIT LM GM EXISTING GAS METER EM [ ] EXISTING ELECTRICAL METER ,u �IaldiSor� ��ovr� rg- �r art p Nature rk . .. . J .. 6�rrl L�a�r� �d CT EXISTING TELECOMMUNICATIONS BOX 1 IF EXISTING GAS METER 3; 30.50 SPOT ELEVATION bur Golf C TOG TOP OF GRATE ��511F ��Ln ASPH TOP OF ASPHALT E 1st N Smith r SHEET INDEX EX FF EXISTING FINISHED FLOOR h�+lirti "" 4Ir_!l. " _is ' _ I ,-� ZJ ma+ st ad n Park Meorial m Hospital i N 'emer 2 33, Park ' .rr C1.0 COVER SHEET E Mrd S C1.1 DEMOLITION PLAN 9 C1.2 CIVIL SITE PLAN n W 4th-, I ° C2.0 DRAINAGE AND GRADING PLAN �. � C2.1 DRAINAGE AND GRADING DETAILS m C2.2 DRAINAGE AND GRADING DETAILS C2.3 DRAINAGE AND GRADING DETAILS NOT TO SCALE C3.0 UTILITY PLAN C3.1 UTILITY DETAILS SITE AERIAL - ESC1.0 EROSION AND SEDIMENT CONTROL PLAN ESC1.1 EROSION AND SEDIMENT CONTROL DETAILS 1 n� - f PROJECT SPECIFIC INFORMATION OWNER/DEVELOPER COMMERCIAL TIRE ACREAGE � 0.91 ACRES 39,672 SF ZONING , . •�` w GENERAL BUSINESS DISTRICT (GBD) a PROPOSED USES COMMERCIAL TIRE FLEET CENTER SCHOOL DISTRICT 3 MADISON SCHOOL DISTRICT —� - SEWER DISTRICT ` REXBURG I - FIRE DISTRICT V. I r r 0 MADISON NOT TO SCALE 1 2 3 4 5 6 7 8 9 10 I I—ICJC UCJII�IVJ HIVU UItHVVIIVk00 Hftt IML CAULVJIV C YMUYLM I T Ur KVUCCIV & HJJV IH I CJ H t Cl l J, HIVU Hitt %1U1 IU CSC VJCU UM UVYLIUTA I CU VV11 "UU 1 YCKIVIIJJIVIV. UUV TltKOM I V LV 14, /ALL NIUM 1 J KCJCKVCU. M L K J H F E D B A rudeenarchitects Boise + San Francisco 199 North Capitol Blvd. Suite 602 Boise, Idaho 83702 Phone 208-338-1413 Fax 208-336-0371 info@rudeenarchitects.com SAGE ENGINEERING 1693 S. CORONADO AVE. — BOISE, ID 83709 PHONE: (208) 855-5082 http://sage—eng.com NEW BUILDING: FLEET CENTER 289 E 7th N Rexburg, Idaho 83440 Cover Sheet Sheet Title: V. = 20' Scale: Project Number: Date: C136023 base.dwg File Name: CITY PLAN REVIEW COMMENTS 1 05-19-2014 ISSUE FOR PERMIT & BIDDING 0 00 "1 .9014 Revisions: C100 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 I M I I I � I 1 DEMOLITION PLAN 1 �8,o h COMMERCIAL TIRE FLEET CENTER ! � I II LYING IN THE SW 1/4 OF THE SW 1/4 OF SECTION 17 L TOWNSHIP 6 NORTH, RANGE 40 EAST, B. M. I II REXBURG, IDAHO 2014 I � I I I � K 20 0 10 20 40 I j 11 SCALE 1 " = 20' I I EXISTING EXPRESS ffi WASH III 730 N. 2nd E. STREET r J I —I Ill—4872—I I I I I I I 1 I X— x— x- 14 15 M L K J H G F E D rudeenarchitects Boise + San Francisco 199 North Capitol Blvd. Suite 602 Boise, Idaho 83702 Phone 208-338-1413 Fax 208-336-0371 info@rudeenarchitects.com SAGE ENGINEERING 1693 S. CORONADO AVE. — BOISE, ID 83709 PHONE: (208) 855-5082 http://sage—eng.com NEW BUILDING: FLEET CENTER 289 E 7th N Rexburg, Idaho 83440 Demolition Plan C Sheet Title: 1"=20' Scale: B NOTE: THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN APPROXIMATELY ONLY PRIOR TO CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO A INFORM ALL UTILITY COMPANIES OF THE CONSTRUCTION A SCHEDULE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE WHICH MAY OCCUR BY FAILURE TO EXACTLY LOCATE AND PROTECT ALL UTILITIES. CALL DIGLINE, INC. BEFORE COMMENCING UNDERGROUND WORK 342-1585. 1 2 3 4 5 6 7 8 9 10 THESE DESIGNS AND DRAWINGS ARE THE EXCLUSIVE PROPERTY OF RUDEEN & ASSOCIATES ARCHITECTS, AND ARE NOT TO BE USED OR DUPLICATED WITHOUT PERMISSION. COPYRIGHT© 2014, ALL RIGHTS RESERVED. 11 12 13 14 15 Project Number: 4 Date: C136023 base.dwg File Name: CITY PLAN REVIEW COMMENTS 105-19-2014 /� ISSUE FOR PERMIT & BIDDING / 0 \ M_?1..9-014 Revisions: C101 2 M L K J 3 4 I1. —ll — _-7— - EXISTING DROP I LET a I I INV IN - 4867. 6 SSMH INV OUT - 4867.06 RIM -4872. 11 11 INV IN (NO TH) - 4860.91 °� qa• •, I INV OUT ( UT") - 4860.81 G BENCHMARK EXISTING 1/2" PIN _ I y < 0.00 ,ELEV 4872.98 ; • I . a I• s �. w� `. i I1 �,'Il �'.a••.� I �• EXISTING DRO INLET NV IN - 4867.00 INV OUT 67.00 !q D s LL�—, �rTT SDA) RIM}72.70 . i INVI11 (NORTH) - 486 85 :NVIII (N.E.) - 6.9 \�\ INV. UT (SOUTH) 48 6.75 j a _ �. rS' ISSMH RIM -4871.90 BENCHMARK ` • ' INV IN NORTH - !60.75NV __ ,•�, EXISTING 1/2" PIN 0 ELEV = 4871.88 C II � I SDMH RIM -4871.71 INV IN (NORTH) - 4866.56 INV IN (N.E.) - 4866.61 INV IN (EAST) - 4866.46 - INV IN (WEST) - 4866.31 XISTING SEE NOTCOF 1�D (S J18L7 1-- „ --(SI-- R, *- ALUMINUM CAP �SS11H _ INV Iij�NOR TFi486057 —iR "O��•�' — — — — 5 0 7 9 10 9 20 STA OI+50 INV IN (EAST) - 4858.57 STA •jN�/ �NORTH) - 4859.20 STA 1+50 STA 2+00 L I H/�+� 1� I u L L I INV OUT (WEST) - 4858.52 $J4YN''(EAST) - 4859.10 — B INV OUT (WEST) — 4859.00 STA 0+00 I ars ars ars °rs ars ars — Awa va — .. , • • i _ / . .. ar_':. • ..+�._ ._ n"--.` �` ��S �.. �- �. � —1—.4 �.,-- � a �.- � 1-+- 'Y�"` T_ �r� ....vim � � � �^ P '=. � �� �� ter. 4 I� 13 X— x— 8'-4" �I F - X81 --D STA 5+00 14 15 MI LI KI JI HI FI EI DI f,I BI rudeenarchitects Boise + San Francisco 199 North Capitol Blvd. Suite 602 Boise, Idaho 83702 Phone 208-338-1413 Fax 208-336-0371 info@rudeenarchitects.com SAGE ENGINEERING 1693 S. CORONADO AVE. — BOISE, ID 83709 PHONE: (208) 855-5082 http://sage—eng.com NEW BUILDING: FLEET CENTER 289 E 7th N Rexburg, Idaho 83440 Site Plan Sheet Title: 1"=20' Scale: Project Number: 4 Date: C136023 base.dwg File Name: no, NOTE: THE LOCATION OF EXISTING ITY PLAN REVIEW COMMENTS 1 19-2014 ARE SHOWN APPROXIMATELY ONLYw . UE FOR PERMIT & BIDDING C IT i I.I I r1 TI Ir fl rl�fl /lA Il�Iflll IT/ / A 1 2 3 4 5 6 7 rw N 10 VVIVII SCHEDULE. THE CONTRACTOR SHAL ns: LOCATION OF ALL EXISTING UTILITIES WORK. THE CONTRACTOR IS RESPO ALL DAMAGE WHICH MAY OCCUR BY LOCATE AND PROTECT ALL UTILITIES. CALL DIGLINE, INC. ■ THESE DESIGNS AND DRAWINGS ARE THE EXCLUSIVE PROPERTY OF RUDEEEBEFORE ASSOCIATES ARCHITECTS, ND UNDERGROUND TO BOE SEN D R DDUOPLLICA'TED WITHOUT PERMISSION. COPYRIGHT© 2014, ALL RIGHTS RESERVED. C1 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 In CJC HIVV UItHVV IIV IBJ AML I ML LAI, LVJIVC YKVYCK IT Ur KVUC CIV 11 IHI CJ /Amu'lI I CI.I J, HIVV Hr'L IVU I I V CSC VJCV UM UVYL I I.HILL) VVI I "UU I YCKIVIIJJIVIV. UUV TltKOM I V ZU 14, /ALL NIU" 10 KCJCKVCU. 11 12 13 14 15 MI LI KI JI (_ I FI EI DI BI rudeenarchitects Boise + San Francisco 199 North Capitol Blvd. Suite 602 Boise, Idaho 83702 Phone 208-338-1413 Fax 208-336-0371 info@rudeenarchitects.com SAGE ENGINEERING 1693 S. CORONADO AVE. - BOISE, ID 83709 PHONE: (208) 855-5082 http://sage-eng.com NEW BUILDING: FLEET CENTER 289 E 7th N Rexburg, Idaho 83440 At y Drainage and Grading Plan Sheet Title: 1"=20' Scale: Project Number: Date: C136023 base.dwg File Name: e• Y PLAN REVIEW COMMENTS 19-2014 UE FOR PERMIT & BIDDING 1 1 -?014 ns: C2.0 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 48 � 2 A Zone 1 Total Area 7,262 ft GRVL Gravel 6,078 ft 2 Landscape 1,184 ft2 GRVL DRAINAGE AND GRADING PLAN C2.3 742 Zone 2 Total Area 9�2 ft �E C® MRCIAL TIRE FLEET CENTER DRAINAGE ZONE 1 48,0 � 2 Building 2,242 ft2 I I Pavement 6,222 ft LYING IN THE SW 1/4 OF THE SW 1/4 OF SECTION 17 I 2 TRANSITION FROM STANDARD I VERTICAL CURB TO SPILL 2 Landscape 1,278 ft TOWNSHIP 6 NORTH, RANGE 40 EAST, B. M. REXBURG, IDAHO C2,3 VERTICAL CURB �q 2014 2 G GR� Zone 3 Total Area 18,619 ft ` TOA C.GRVL TAA/ . rvt rvG 2, N° C2. ,� I .' r0A/C/G . Building 4,000 ft TVC 2 2 TOA/ ` TOA/ X7 .62' .. . . Pavement 13,340 ft 2 S&G TRAP #2 PER C2.2 :..... ` 5 ' .. I...: 2 " 2, C2. 2 Landscape 1,564 ft 7# .. .' .. NC NC A/C TO /C . TVC (S 1ST" RIM -4872.15 NC 171.26. - 7QA/C.: 20 0 10 20 40 Q .. ' .. ' 71.79` _ . .. .I . .' a NC NC NC : '^\ ' . . . • 71.87 71:70 I Zone 4 Total Area 3 865 ft INV IN (NORTH) - 4862.35 INV OUT (SOUTH) 4862.25 I . .' .• . „ . ' TOA C. TOA... . T C. ., .� _ TOA/C , Concrete 11759 ft 2 NC 1 �I.., DRAINAGE. N.E 3. • C2. » - , TOAs ... .. :. SCALE 1 20 C2.1 :.: QI rvGNew Asphalt 1,620 ft .. '. .. ' . .. .. _ ... �. 7161 2 TOA/C bRAINAGE ZONE 2 r ' Landscape 486 ft . 2 \ I ... .... .. TOA . .. TOA TOA 1.. s EXISTING EXPRESS I � 1 .: �` X_ X_ x WASH 730 N. 2nd E. STREET .. 85 -LF 6" PVC (ASTfVI D 3034) C2.1 . T1.sC . . ,� '':. III 1..0% / 1..010 SLOPE ���� ��� � I _ -4872- TOA .. .. '. 1.49 : �. :'� Z1.41 ..' ..� ..... TOA '.. '.. .. .G.. '. ....TOA.0 T. ... C DRAINAGE ZONES \rvc TOA. . TRANSITIO{V:VEf2TICA C. RB. 1 N.T.S. ' -.TO DEPRESSED CURB. r,.•:� .71.53. \ SPLASH DOWNSPO T TOA c '. .' I I I l� _� , - - INTO GUTTER. \ TOA�c71.58. C2. .----------------------.--.--.--.--. TOA/C' --.--.--. - .--.--.--.----_- -_-- 71�:.. � � _ "'° S1 2 .. 72. INV. .. .. Y OA TOA Retain and 1. protect all utilities unless noted otherwise on ... a - � � .... ..T: � .,�._ - \ •� DRAINAGE ZONE these plans. I {{IIH I \ BENCHMARK 2• C2.a". TOA TOA' l i1 �C _` '_ I: C2. • •4 .d.. I a' ... EXISTING DROP I �• INV IN - 4867. 6 I _ - \ • EXISTING 1/2" PIN -4B727--EL V = 4871.50 b �I a:a� �5 . .. \ .. . a •• NC / .. 4 . Q i ' • .:,• .. . • :. �: • 2. Direction Of slope (typical) SSMH INV OUT - 4867.06 RIM -4872. /.. i \ \ �:''.::• 1 , _ .. , . . C2 1' .. _ 4 D -IMAGE Z.. E .3` �- lall !•I I HMARK •� _ INV IN (N TH� 4860.91 INV OUT ( UTH) - 4860.81 l i8 - .. 1 ; C2' . • • ;, ,s TOA 3. Refer to architectural drawings for landscaping. ,� ii ING 1/2 PIN •l _ �y 4872.98 I a .a: c.oO O '4 PAV EWALK LUSH / �� ' �' ..';® NEW FLEET CEN RT"0 -� 68 6"• PV. (AS D 3034) r ,vc 289 E. 7TH N. ST EET @ % SL PE Landscaping must slope towards swales for proper drainage. •� :;.:. :: � I .: I:-• � l,.:•:_ :','':-''rel ,.. • ' ' ` WITH BAC OF TE o � 7 s�' 1 • ., G R � ISTIN O URB �x c ., FF = 4 . • :, ,.. 872 25 roA: � •° o o'. � 2 " �� .• - . • I ,.....•.,•:'��'PE ".:`;!.::;.: �' ..:. ..: . ,a';.'' .d.: ..� ....'. « .' ' .E-. . •• .. .. ..•� j MA CH X. TBC '. �.�} - � .. ;.., I .. '.. :.:.N'•p,. I : a ' r :. TOA -. -A # 1 .... R.2:2 .- a aeSEEPAI. BED #1 PER 4 71-37 4. The contractor shall contact Di line 48 hours prior to g Z �� I . ''. a • U a♦ TOC SPLASH D WNSPO T G ' •• ? P INTO GIIITTE "a C2.2 m . Nc 4�P79-1 4'-0" o .I' NV. Q digging to verify the location of existing utilities. . �..:.. •'.' •... '�': •'. co I- r Te�C W I DTT- 12'-0" T I N l'• I .MAT •: ' ., : ; .a • .�oG ,. N EXISTING DRO INLET : .. 'fC�P `C1 ED ELEV. = 4769.09 T /s 4 •: •�:. '°.•' . 72.23 ro." ': - ' „ 5. Compaction shall be in accordance with available 1� z <'.•. I MATCH NEW R L�E°i� EXISTING COMMERCIAL TIRE FACILITY CURB WITH TH� EXISTING J N0 I d .:roMyc 72,3 15 0 6>T6> I a TOA I"�. Geotechnical Engineering recommendations and, in an g g y • ' I ` `_• 710 N. 2nd E. STREET •. ROLLED CURB. Ir • D� TOA/C. '' °' '�° I / TOA/C ' '"� 31 LE' " P' J(EASTM D 3034) 5 NC o case, shall not be less than 95% of the maximum density . -: '1 FF = 4873.23 CH IX) 1 •� o' SL @ 71.08 71.27 C2. B -_ TOA 4 •t j :` TOA/C (MATCH EX. I Nc TO.. DRAINAGE ZONE 3 '0 NC determined by ASTM D698. • , �•• I•• • -` I �: c . ,.,4 NG 2 TOA/ .C2 I To (�. o:'•.� 5 C2. .�c2, .. BSW BSW a TOA G - NC � 72 2'. � �'' 1 6. The contractor shall call Rexburg Public Works for the inspection of all drainage facilities construction. 24 /T� ) '. ..•., r, : ... .: ! .- .•,� � d .'. � � •.'• .:•.• • ._d : .. ,�'., TOA c .;..• �� I .72.12 - - - - - PER 7r.oa': TOA c - - EEPAG B.E 2 R TOA. 7 �a , •TOA . a / h notice i required. Drainagefacilities ill n of ce s e u ed. w of be q •. a. Ar - "' n EPT'H 4 0 TRANSITION RLLE ,; _ $3 LF.6. PVC (ASTM. 4) TOA ' TO 4 '�G. IDTH =.12 a roved b the Cit of Rexburg unless the inspections pp Y Y g P I 1 f I.: I CURB TO VERTIGA CURB. .@ .:2% SLOPE TOA � OP OF ED EV. = 4769.40 '. are performed. I- II '•.I I - - - - _ - - -4872- - / MATCH i DR. .. .. ! n.1.38 OA/C WC N.AGE'.ZOIVE 2 :.. " s D. AINAGEZN '3 7. The contractor shall have a stain ed Public Works _ DRO INLET I NV IN - 4867.00 INV OUT - 67.00 N�EOLLED i CURBWE EXISTING 1 .,�. �l ,. '.. ... ROLLED CURB. C2. rbc M.E. 7,.56l�' ... ' _ c2 . ' .a .. v TOA : . . 71.84' I.''' '" .. I r0A/C '• 1,39 pEXISTING approved set of plans at the work site. { I•{ TOA/C TOA/C:. UA/ s'�•. 7 C 1.75NG OA/CC2 I I �: I r 11 r: J 71.96 C NC �' �• : f�IA TCH IX Tic rj I r0A/C "C2.1 � .� .-{yC I 8. Depth to seasonal high groundwater and free draining material must be determined prior seepage bed p Y I J 71' 48 � T /C Exl NG DROP LEr I.4�I 2.. � � 2' I •"�'I. ... . ' I m c .: 24� LF 'ID VC (A'S MD: 34) construction. I:' I; I .`• . , I EX STING DROP NLET .� 1 I.,!� IN OUT asp IN �: I. a� IN 10-07 7l 39 ' �� � S A R 2 ' r c &G TF P #1 PER ., .. 70.9 F i se 7,.s 71: ro c; 1.0° LQP 1' T e ,. o Toajc � @ � I �. I I L�i . �. _. '• ' 'a.•'a! .;ya :_�� c2. o - _. �- a ,%�� Q , T G p RA. I NA N E. 2 a Q • \71 a7g 9. Refer to sheet C2.3 for drainage calculations. 77�� so �J./ RIM 72.70 d'.. \ ANSITI N VERTICAL C RB : VS- T"0 ry • NC ° TVC C2. 2 ♦a T{q 7 .:; I INV I (NORTH) - 486 85 ,. :14 (N.E.) - 66.9 INV. UT (SOUTH) 48 6.7s I - \ / _ I , DOWN TO MEET THE BAC NC 71.44 TOA/C_ 1 I OF SIDEW LK (TYP OF 4). i1,s3 ::, &G JAP #3' E 22�NC 71:93 ' : .. :. :.TOA/C I C2.2 NC 1.9C C C NC 71.61 71.95 fi4 72-13 a I ;:.:. .. '"• .. .. _ .... .., a. .. .. a .. ... - - - - - -^--�-7-•T' . �T. -+ . ... .. a .. ... r. .. .. a ... i \ .71:46 74.54 BSW 9 'ToJOA/C _ �T - _ -�-Tri.. .",T•.�'-T .. f' 7.1:50-W ..a. � .. .. � 'SW ATCC..Exx ONO. :a! r .. T TVC N . OA/C TQA/C ' r NC ONC .7241 + . N �'a�• rG c GO C` a. .. ., ... .. .. .. .. .. a. .. , .. .. ': r.� ..', •.... .: .' '." c. ..... .; •. a': I (SSMH HIM 45/190 .. .• .. •. d • S .. a .. a �` ..' . �. ,a ' 71.88 t '71.01 71 9.. H4NC.. �• :a. NC NC (M. ) .aa: M 7,.53 CONC 4+53.15 I \ 8.49 L14.94 NC (M.E.) NC. 4+01.69 J8. • ry ..•,! STA 4+95.71 • .m 'SfA •3+59:!'3., % 86.76'L 38.82'L 2 DRAINAGE NOTES N.T.S. BENCHMARK I X60.7 INv IN NORTH - s ? s..-. N11)� 0.6�. .. -� , � .. :. '.�a '• ��. .�.. .. � '.-' .... .40'L n, a. ..: �i a.. .. � - .� �• d _ VI 71ST �. TVc° n EXISTING 1/2 PIN • ELEV = 4871.88 ,... .. ... .. • e. .. .... .. I S .r. .. ..� ..... . _ - .. .��. • _.- �_ . �- ISTIN DROP INLET IN IN - 4866.92 INV OUT - 4866.92 70.63 GTR LIP ' STA 3+ 0.0 : 0.82 ' GTR LIP (M.E.) I�ENCH ARK: 38.61'Po / �G GTRLIP Its �_ STA 4+99.87 _ GTR P '. GTRLJP' G UP .� .'GTR UP . .. /G�L GT �P _I 38.83'L -..'DRIVEWAY XISTIN 1/2" PI .DRIVEWAY: �. .. .. DRAT. A. E.ZO.NE:'4 3. I SDMH RIM -4870.33 INV IN (NORTH) - 4866.83 INV IN (EAST) - 4866.88 .. .. L _. .. ..:...... :A�'P€ 3AL'• .eE .. .' ..APPR ; C PER C '7, e4 ' I Ev - $71.49 /.. Q E yyI ... .... . .. / C '•L' \ :': .� �'' T� T (M.E.) ' / 1 '•��. .I; :.\ �.1� 70.84 I L I.'. y I INV IN (SOUTH) - 4866.78 INV OUT (WEST) - 4866.73 1 D I TOA M.E. ...:. DIS:.:...: :.. .....'.''.. : I I �.. .. -4871-'... .. .. .. ... .. '. .. .. 20. 2 SDMH I I 71'.10: .. 71: �.� I'' 71.67 71.71 • '7t.48 7,.55 � -OA -' T. 6, ' � T {1N.E,) RIM -4871.71 INV IN (NORTH) INV IN N.E. -4866.6, - 4866.56y I - - - - - - - TOA ($AZ) ' I i _ TOA (M.E.) - - . - . CROWN EX. / �- -"11.04 �� TO .(M.E) ,!T -' TOA (M.E.):. �fT'OA (�M:E:) - . �...` -..-'.�., _. I ... . INV IN (EAST) - 4866.46 INV IN (WEST) 4866.31 ✓T l s ' D(ISTING S8E pQUT�o�+�'l! / 18 7 ALUMINUM CAP I SSMH a,-X51-J��„� - i - T........ TOA 6�„E., - - - �--71.3 / - _ -I - - - - ,x' '• , /- _ Z _ _ CROWN EX. -- , ' ' CR WN IX. CROWN EX. CROWN IX. I 1 - - 79 CROWN - - CROWN E - - - _ _ RIM-�7La� - - HR16(-� - 'yII INV IN (NORM) -4860.57 STA o+50 INV IN (EAST) - 4858.57 STA tyJ �NORTH) - 4859.20 -M`IN'(EAST) - 4859.10 - - - �I� - - - STA 1+50 STA 2+00 E STA7L�Sm I N STREET STA 3+00 STA 5Q \ / I I -I STA 4+00 ST 4+50 STA 5+00 19 2p INV OUT (WEST) - 4858.52 INV OUT (WEST) - 4859.00 _ STA 0+00 I .. �I _L' �• a-�� � •�- A •--a` -�- . • � -..- .. -. � �_ �� . � 4 +-r- d �'' ms's ,�- •• � %ri" '- • �� ter- �'� NOTE: THE LOCATION OF EXISTING UNDERGROUND UTILITIES I ARE SHOWN APPROXIMATELY ONLY PRIOR TO CONSTRUCTION. fa IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL UTILITY COMPANIES OF THE CONSTRUCTION SCHEDULE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE WHICH MAY OCCUR BY FAILURE TO EXACTLY LOCATE AND PROTECT ALL UTILITIES. CALL DIGLINE, INC. BEFORE COMMENCING UNDERGROUND WORK, 342-1585. DRAINAGE AND GRADING PLAN 1 = 20 1 2 3 4 5 6 7 8 9 10 In CJC HIVV UItHVV IIV IBJ AML I ML LAI, LVJIVC YKVYCK IT Ur KVUC CIV 11 IHI CJ /Amu'lI I CI.I J, HIVV Hr'L IVU I I V CSC VJCV UM UVYL I I.HILL) VVI I "UU I YCKIVIIJJIVIV. UUV TltKOM I V ZU 14, /ALL NIU" 10 KCJCKVCU. 11 12 13 14 15 MI LI KI JI (_ I FI EI DI BI rudeenarchitects Boise + San Francisco 199 North Capitol Blvd. Suite 602 Boise, Idaho 83702 Phone 208-338-1413 Fax 208-336-0371 info@rudeenarchitects.com SAGE ENGINEERING 1693 S. CORONADO AVE. - BOISE, ID 83709 PHONE: (208) 855-5082 http://sage-eng.com NEW BUILDING: FLEET CENTER 289 E 7th N Rexburg, Idaho 83440 At y Drainage and Grading Plan Sheet Title: 1"=20' Scale: Project Number: Date: C136023 base.dwg File Name: e• Y PLAN REVIEW COMMENTS 19-2014 UE FOR PERMIT & BIDDING 1 1 -?014 ns: C2.0 11 12 13 14 15 1 1 2 1 3 4 1 5 1 6 1 7 8 1 9 1 10 1 11 12 1 13 1 14 1 15 5°-0" rudeenarchitects A SURFACE GRADING PER PLAN 2'—p » M Boise + San Francisco 2'-6 „ +/ 5 _1 — 199 North Capitol Blvd. • . N N :.�: ' Suite 602 � Boise, Idaho 83702 R=1 /4" 2" CLR i40 Phone 208-338-1413 R=3" (3) #4 REBAR ' •` • • Fax 208-336-0371 a�� \ d EVENLY SPACED d. d a R=1/2" info@rudeenarchitects.com _ 5" THICK CONC. SIDEWALK .. ° 1�J :d d 71 , :d '. L „ ASPHALT SECTION 4" OF •. .... eda3'`FOR ° architecture DETAIL 7 SHEET C2.1 .. d� 4 'd '. a e.aSEE I 9 e e planning . 4 .4 A 4- jA project management O A ad d. a , y.. ..• e ° d.• .. A. .. 'd., .. e . All concrete must be cured with a curing compound as specified in the Standard Specifications a:(See ENOTES: ISPWC Section 703). concrete shall be 6 bag Portland cement with Lithium for ASR mitigation and 3% to 5% °All SAGE - K entrained air. � M � � � � � � � w ENGINEERING O -CK 6 S I E TN PAVEMENT 4" OF —3/4" CRUSHED 1693 S. CORONADO AVE. — BOISE, ID 83709 AGGREGATE BASE TYP. AGGREGATE BASE N PHONE: (208) 855-5082 http://sage—eng.com N.T.S. 6 6" OA GRADE AND ALIGNMENT TO BE ESTABLISHED OR APPROVED BY THE ENGINEER AND THE PUBLIC AGENCY HAVING JURISDICTION. O GRADE AND ALIGNMENT TO BE ESTABLISHED OR APPROVED BY THE ENGINEER AND THE PUBLIC AGENCY HAVING JURISDICTION. BASE: 4—INCH COMPACTED DEPTH OF 3/4—INCH MINUS CRUSHED AGGREGATE BASE MATERIAL, PLACE AS SPECIFIED AND PAID UNDER SECTION -802 ISPWC; COMPACTED TO EXCEED 95% OF © BASE: 4—INCH COMPACTED DEPTH OF 3/4—INCH MINUS CRUSHED AGGREGATE BASE MATERIAL. O O C STANDARD PROCTOR. PLACED AS SPECIFIED AND PAID UNDER SECTION -802 ISPWC; COMPACTED TO EXCEED 95% STANDARD PROCTOR; A MINIMUM WIDTH OF 3—FEET TO GRADE, PRIOR TO SETTING CURB © CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS AT 10 FEET MAXIMUM SPACING (OR FORMS. D O O O C CONSISTENT WITH 2X SIDEWALK WIDTH FOR SCORE SPACING). © 1/2—INCH PREFORMED EXPANSION JOINT MATERIAL. (AASHTO M 213) AT TERMINAL POINTS OF 3" ASPHALT CONCRETE—/OD MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWC SPECIFICATIONS. RADII. 4" of —3/4" AGGREGATE BASE OE BACKFILL PER SECTION -706. O CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS 10—FEET MAXIMUM SPACING (8—FEET 20" OF —6" SUB BASE OR W/SIDEWALK). COMPACTED BASE AS OF SECURE RIGHT—OF—WAY PERMIT BEFORE BEGINING CONSTRUCTION IN PUBLIC RIGHT—OF—WAY. O MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWC SPECIFICATIONS. RECOMMENDED BY H GEOTECHNICAL ENGINEER © STANDARD CURB TO BE USED ON: OF BACKFILL AS PER ISPWC SECTION -706. 1. COLLECTOR AND ARTERIAL STREETS, UNLESS OTHERWISE INDICATED. 2. ALL RADII PLUS 5—FEET EACH END WITH 2—FEET TRANSITION TO ROLL CURB. © SECURE RIGHT—OF—WAY PERMIT BEFORE BEGINNING CONSTRUCTION IN PUBLIC RIGHT—OF—WAY. 3. TO MATCH EXISTING CURBS. 4. SEE SD -709 FOR CURB CONSTRUCTION WHEN SIDEWALK IS INCLUDED. O WHEN LOCAL JURISDICTION REQUIRES VERTICAL CURB AT INTERSECTIONS, VERTICAL CURB HOALL CONCRETE MUST BE CURED WITH A CURING COMPOUND AS SPECIFIED IN THE STANDARD LENGTH TO BE FULL CURVE CIRCUMFRENCE PLUS 5 FEET TANGENT AT EACH END. TRANSITION LEN H OM TYPE I CURB TO VERTIC CURB 2 FE NEW BUILDING: SPECIFICATIONS (SEE ISPWC SECTION 703). 7 ASPHALT PAVEMENT ON SITE O ALL COMPOUND AS SPECIFIED IN THE STANDARD MUST BSPWC I ALL CONCRETE SHALL BE 6 BAG PORTLAND CEMENT WITH LITHIUM FOR ASR MITIGATION AND 3% IONS (SEE IETE SPECIFICATSECTION OINH 703).CURING N.T.S. TO 5% ENTRAINED AIR. JJ ALL CONCRETE SHALL BE 6 BAG PORTLAND CEMENT WITH LITHIUM FOR ASR MITIGATION AND 3% TO 5% ENTRAINED AIR. 3 DEPRESSED CURB & GUTTER 1 ROLLED CURB AND GUTTER FLEET CENTER N.T.S. N.T.S. 6" CONCRETE SLAB, FOR RIENFORCING SEE NOTE 5 z 289 E 7th N INDUCED CRACK :N 6" Rexburg, Idaho 83440 r7 \ M� N 2 -p„ - r7 N d F A. .. .d" .. a'" d V 4. .° < a < d A IA' e d A PT A. a 'a a. . d — v ° ° � dam° d' ^tea . .: . .+ . d � e. e._ A. °�Q c < e d <11 Oe a ad. d e a ° de .a ".d "e Q O Q 71 A " d d 4 d' / a .. .. ed ie E ", .NJ ° A. A. ' a° .°_ •d° d,. a a. a. .. d. o" .d .a., a °. ° _ . < 'O" ^ .. "e. » „ "' F (yti_,,. e e < d: e c a .. d: e A d o e d 1 BATTER R=3 1/2° Q' ° .O' 4 e' d �#4 CONT. U-) 4-4 .'d° t 1/2" ° ° < d ..14 a < FOR ASPHALT SECTION O ` ° 4. .4. .d ,° ° ° d' , e O O O O O O O O O�O�O O O SEE DETAIL 7 SHEET C2.1 I ° A d ° d. d t7 e .d' d d . a ° NOTES: a e °° qa a d. as °a .dA < .. d e d. d' < . ° ` O O O O O O O O O O O O O 10 All concrete must be cured with a curing compound as specified in the Standard Specifications d .' .. a: ed �. a a °' e. .a,d �� �� �� �� �� �� �� �� �� �� (See ISPWC Section 703). ` x\ \j '\\?X/j\\�j\ \\\�j\\�j\\\\\\�j /\\/\\ �\ \\/\\ \\/\\/\\/\\/\\/\\/\\� 2 All concrete shall be 6 bag Portland cement with Lithium for ASR mitigation and 3% to 5% O entrained air. \/ i�\i�\ \ice\i� �;i�\ i�\i�\i�\i�\i�\i \�/�` 41 O O O O O ° 4 F L I G T CURB 4" OF —3/4" CRUSHED N.T.S. SAW CUT 4" —3/4" AGGREGATE FORMED KEY AGGREGATE BASE TYP. 6„ COMPACTED SUBGRADE AS RECOMMENDED BY OA GRADE AND ALIGNMENT TO BE ESTABLISHED OR APPROVED BY THE ENGINEER AND THE PUBLIC GEOTECHNICAL ENGINEER AGENCY HAVING JURISDICTION. NOTES: Drainage and Grading Details VARIES — SEE PLAN © BASE: 4—INCH COMPACTED DEPTH OF 3/4—INCH MINUS CRUSHED AGGREGATE BASE MATERIAL, Sheet Title: 1) MAX. CONTROL JOINT SPACING IS 15'-0" O.C. EACH WAY. PLACE AS SPECIFIED AND PAID UNDER SECTION -802 ISPWC; COMPACTED TO EXCEED 95% OF REVEAL VARIES — SEE PLAN STANDARD PROCTOR. 2) CONTRACTORS OPTION TO USE EITHER SAWED OR FORMED JOINT N/A Scale: 27 © CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS AT 10 FEET MAXIMUM SPACING (OR 3) SAW CUT TO BE MADE WITHIN 24 HRS. CONSISTENT WITH 2X SIDEWALK WIDTH FOR SCORE SPACING). ,. ;, ° d \ 4) REFER TO THE GEOTECHNICAL REPORT REGARDING EXISTING SOIL REMOVAL AND SITE PREPERATION. c� s OD MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWC SPECIFICATIONS. Project Number: 5) CONCRETE REINFORCING TO BE SELECTED BY THE CONTRACTOR/OWNER — SEE SCHEDULE. \\ 5" THICK CONC. SIDEWALK O BACKFILL PER SECTION -706. 6) ALL CONCRETE MUST BE CURED WITH A CURING COMPOUND AS SPECIFIED IN THE STANDARD o 0 0 0 \ 4" OF —3/q" AGGREGATE BASE O SECURE RIGHT—OF—WAY PERMIT BEFORE BEGINING CONSTRUCTION IN PUBLIC RIGHT—OF—WAY. 3 SPECIFICATIONS (SEE ISPWC SECTION 703). \�/� PROVIDE COVER TO BACK OF SIDEWALK „ © STANDARD CURB TO BE USED ON: g Date: 7 ALL CONCRETE SHALL BE 6 BAG PORTLAND CEMENT WITH LITHIUM FOR ASR MITIGATION AND 3% 1. COLLECTOR AND ARTERIAL STREETS, UNLESS OTHERWISE INDICATED. 3 base.dwg TO 5% ENTRAINED AIR. FOR ASPHALT SECTION 2. ALL RADII PLUS 5—FEET EACH END WITH 2—FEET TRANSITION TO ROLL CURB. File Na File Name: SEE DETAIL 7 SHEET C2.1 3. TO MATCH EXISTING CURBS. 4. SEE SD -709 FOR CURB CONSTRUCTION W REINFORCING SCHEDULE: NOTES: OH ALL CONCRETE MUST BE CURED WITH A CURING • 'Y PLAN REVIEW COMMENTS A SLAB W 6x6—w2.9xw2.9 W.W.F. SPECIFICATIONS SEE ISPWC SECTION 703. ( ) 19-2014 B SLAB W/#4 RABAR @ 12" O.C. EACH WAY D All concrete must be cured with a curing compound as specified in the Standard Specifications 10 ALL CONCRETE SHALL BE 6 BAG PORTLAND CEM JE FOR PERMIT & BIDDING e '� (See ISPWC Section 703). � X014 TO 5% ENTRAINED AIR. 20 All concrete shall be 6 bag Portland cement with Lithium for ASR mitigation and 3% to 5% e ns: entrained air. 8 6" CONCRETE SLAB W CONTROL JOINT DETAIL 5 SIDEWA K 2 6" VERTICAL CURB & GUT ET N.T.S. N.T.S. N.T.S. C11 1 i d r% R 7 R Q 1 n THESE DESIGNS AND DRAWINGS ARE THE EXCLUSIVE PROPERTY OF RUDEEN & ASSOCIATES ARCHITECTS, AND ARE NOT TO BE USED OR DUPLICATED WITHOUT PERMISSION. COPYRIGHT© 2014, ALL RIGHTS RESERVED. 11 12 13 14 15 M 2'- 1 6" v 4" 1'-2" V 1" BATTER R=1/2„ a R=31/2„ ' N R=1 1/2 \N 'A 1. f 2 % _ co 6" d1 R= 2 d L d <�y _ •d • _4 . L A 4" OF -3/4" CRUSHED AGGREGATE BASE TYP. tNOTES* �/ u KAll concrete must be cured with a curing compound as specified in the Standard Specifications (See ISPWC Section 703). All concrete shall be 6 bag Portland cement with Lithium for ASR mitigation and 3% to 5% entrained air. 5 1699 TICAL CU AND 99SPILL99 GUTTER TOP OF CONCRETE SIDEWALK TO BE 1/4" ABOVE BACK OF CURB W 1/2" BATTER It d• • d :e. e . j/ .• d '•e d• ,:a • e �a. a ', . ,'d. e • ' , of . .,a •a. 8" A 19; 1/2" PREFORMED 7'Y1Den0clnnl _InIrIT 171 I Pp GRATE LID TOP OF BOX 2'-6" � G NOTES: - 4869.26 -� r� 1O All concrete must be cured with a curing compound as specified in the Standard Specifications 4871.77 10 or as directed by the City Engineer (See ISPWC Section 703). 4871.04 4870.37 2O All concrete shall be 6 bag Portland cement with Lithium for ASR mitigation and 3% to 5% O2 entrained air. bag Portland cement with Lithium for ASR mitigation and 3% to 5% O3 12" of granular borrow not shown for clarity. F 6 6' VERTICAL CURB not AND GUTTER A 19; 1/2" PREFORMED 7'Y1Den0clnnl _InIrIT 171 I Pp GRATE LID TOP OF BOX I 2'-6" � DI 4871.43 - 4869.26 -� r� 4871.30 NOTES: 4869.13 SIDEWALK 4870.82 4871.77 10 All concrete must be cured with a curing compound as specified in the Standard Specifications 4871.04 4870.37 or as directed by the City Engineer (See ISPWC Section 703). O2 All concrete shall be 6 bag Portland cement with Lithium for ASR mitigation and 3% to 5% entrained air. PROVIDE GRADE RINGS AS LANDSCAPE STRIP C O3 12" of granular borrow not shown for clarity. a -BAFFLE o- > c 0 7 DEPRESSED CURB AND GUTTER _ A 19; 1/2" PREFORMED 7'Y1Den0clnnl _InIrIT 171 I Pp L DEPRESSED CURB AND GUTTER PER DETAIL 7 THIS PAGE ZVERTICAL CURB AND GUTTER PER DETAIL 6 THIS PAGE /VERTICAL CURB AND GUTTER PER DETAIL 6 THIS PAGE DRIVEWAY WIDTH FULLY DEPRESSED SECTION NOTE: RADIUS TO FOLLOW ORDINANCE 1063 SUBSECTION D103.3 M COMMERCIAAND MULTI -FAMILY DRIVEWAY (3) "4 BARS EVENLY SPACED IN NON -EXTRUDED CURB. NOTE: RESIDENTIAL DOES NOT REQUIRE REBAR REINFORCEMENT. t VERTICAL CURB AND GUTTER PER DETAIL 6 THIS PAGE 01 LANDSCAPE STRIP WIDTH VARIES - SEE PLAN RIGHT-OF-WAY J J Q Q �z w w :2 o Cn SIDEWALK o SEE NOTE 3 i j4 w ig e' I SEE NOTE 1. #4 REBAR AT 18" ON CENTER BOTH WAYS. NOTE: RESIDENTIAL DOES NOT REQUIRE REBAR REINFORCEMENT. NOTES: 1O 6" of granular fill in valley and 12" of granular fill in hill locations (see ISPWC Standard Specification Sections 801 & 802) shall be required under all sidewalks. 12" of granular fill shall be required under all curbing. Any alternate depth including naturally occurring granular base encountered must be approved by the City Engineer. 2O All concrete must be cured with a curing compound as specified in the Standard Specifications or as directed by the City Engineer (See ISPWC Section 703). 3O Standard sidewalk width is five feet with a broom finish. Standard slope is 1/4" per foot to the street. 1:12 maximum. ® Place preformed expansion joint filler at driveway construction and at maximum spacing of 50 feet of sidewalk. 50 All concrete shall be 6 bag Portland cement with Lithium for ASR mitigation and 3% to 5% entrained air. © Where curb and gutter is not present, asphalt must be sawcut for a smooth transition. 70 For removal and replacement of curb and gutter, asphalt must be sawcut a minimum of 6" and replaced. 3 1 DRIVEWAY APPROACH LANDSCAPE 01 5'-0" 00 40 SURFACE GRADING PER PLAN 4" THICK CONC. SIDEWALK 6" OF -3/4" AGGREGATE BASE NOTES: 1O All concrete must be cured with a curing compound as specified in the Standard Specifications or as directed by the City Engineer (See ISPWC Section 703). O Standard sidewalk width is five feet with a broom finish. Standard slope is 1/4" per foot to the street. 1:12 maximum. OPlace preformed expansion joint filler at driveway construction and at maximum spacing of 50 feet of sidewalk. ® All concrete shall be 6 bag Portland cement with Lithium for ASR mitigation and 3% to 5% entrained air. r 4 SIDEWALK IN LANDSCAPE 1 2 3 4 5 6 7-1/4" LOCKING LID z_ MARKED "MONITORING :2 WELL" 0 1 N z_ 7-1/4" LOCKING LID MARKED o "MONITORING WELL" I 1,_0„ N N ASTM C-33 SAND (SEE NOTE 1) CONCRETE COLLAR TO BE PROVIDED WHEN PAVED- 7-1/4" AVED-7-1/4" LOCKING LID MARKED "MONITORING WELL" - PATCH VOID WITH RUBBER SILICONE 12" PERFORATED ADS M-294, N-12, TYPE S, OR APPROVED EQUAL, OR SDR 35 PER ASTM D-2729. A 8" DIA. PERFORATED ADS. M-294, N-12. TYPE 5, OR APPROVED EQUAL, OR SDR 35 PER ASTM, D-2729. 8" DIA. ADS M-294, N-12, TYPE S, OR APPROVED EQUAL, SLOPED @ 1.0% MIN. TO DRAINFIELD. IMI \� CONTINUATION FROM SAND AND L GREASE TRAP/ROOF DRAIN SLOPED AT 1.0% MIN. N WRAP TOP AND SIDES OF TRENCH z_ LLJ WITH 4 OZ/SQ YD NON -WOVEN FILTER FABRIC MIN. LAP 24" 0 oz ^I w 2" WASHED DRAIN ROCK Cn HIGH SEASONAL GROUNDWATER FOR PAVEMENT SECTION SEE DETAIL 7 SHEET C2.1 \ COMPACTED EARTHtiLL C141 BENTONITE SEAL 0 I CAST IRON VALVE RISER 6" PERFORATED PVC WITHIN TRENCH ONLY I K I IJI H UNDISTURBED SOIL 2"0 WASHED DRAIN ROCKJ 12'-0" NOTES: SECTION A - A 1. THE BOTTOM OF THE SEEPAGE BED REQUIRES A FILTER LAYER OF ASTM C-33 SAND THAT IS 12" THICK. 2. IF GROUND WATER IS ENCOUNTERED WITHIN THREE FEET OF THE BOTTOM OF THE DRAIN ROCK LAYER CONTACT THE ENGINEER TO REVISE THE SEEPAGE BED DIMENSIONS. 3. SEASONAL HIGH GROUND WATER AND FREE DRAINING MATERIAL ELEVATIONS MUST BE DETERMINED AT THE TIME OF SEEPAGE EXCAVATION IF NOT PREVIOUSLY DETERMINED BY A GEOTECHNICAL ENGINEER. 1 SEEPAGE BED G BACK OF CURB LINE 6" DIA. DISCHARGE FOR TRAPS #1 AND #2 sT o� STANDARD GRATE AND FRAME SEE NOTE F FOR MANHOLE COLLAR SEE ISPWC SD -616 3"x3"x1/4" STEEL ANGLE W/(3) 3/8"X3" ANCHORS GRATE ELEV. AT GUTTER SEE SCHEDULE TOP OF BOX ELEV. SEE SCHEDULE 2"x2"x1/4" STEEL ANGLE W/(3) 3/8"X3"/ ANCHORS N a d 12„ BAFFLE 77 BOTTOM OF BOX ELEV. SEE SCHEDULE SECTION 6" DIA. DISCHARGE FOR PLAN F TRAPS #3 AND #4 17" 1 3/4" LIP TO SIT INSIDE 1 3/4" le 26 3/4" GRATE FRAME BELOW GRATE LIP TYP. 12 GA SHEET METAL 00 FABRICATED REMOVED FUNNEL 0 N _ N 00 N I, 13" I� � 23 1/4" � SIDE FRONT REMOVABLE FUNNEL/GRATE TRAP GRATE LID TOP OF BOX 1/2" PREFORMED 1 4871.27 4871.43 4870.76 4869.26 EXPANSION JOINT FILLER 4871.14 4871.30 w 4869.13 SIDEWALK 4870.82 4871.77 4870.31 0 SIDEWALK 4870.88 4871.04 4870.37 4868.87 w SEE 71 r. Cl) PROVIDE GRADE RINGS AS LANDSCAPE STRIP C LANDSCAPE STRIP w > a -BAFFLE o- > 0 6" INVERT OUT QA 1000 GAL. SAND AND GREASE TRAP PER SD -625 L DEPRESSED CURB AND GUTTER PER DETAIL 7 THIS PAGE ZVERTICAL CURB AND GUTTER PER DETAIL 6 THIS PAGE /VERTICAL CURB AND GUTTER PER DETAIL 6 THIS PAGE DRIVEWAY WIDTH FULLY DEPRESSED SECTION NOTE: RADIUS TO FOLLOW ORDINANCE 1063 SUBSECTION D103.3 M COMMERCIAAND MULTI -FAMILY DRIVEWAY (3) "4 BARS EVENLY SPACED IN NON -EXTRUDED CURB. NOTE: RESIDENTIAL DOES NOT REQUIRE REBAR REINFORCEMENT. t VERTICAL CURB AND GUTTER PER DETAIL 6 THIS PAGE 01 LANDSCAPE STRIP WIDTH VARIES - SEE PLAN RIGHT-OF-WAY J J Q Q �z w w :2 o Cn SIDEWALK o SEE NOTE 3 i j4 w ig e' I SEE NOTE 1. #4 REBAR AT 18" ON CENTER BOTH WAYS. NOTE: RESIDENTIAL DOES NOT REQUIRE REBAR REINFORCEMENT. NOTES: 1O 6" of granular fill in valley and 12" of granular fill in hill locations (see ISPWC Standard Specification Sections 801 & 802) shall be required under all sidewalks. 12" of granular fill shall be required under all curbing. Any alternate depth including naturally occurring granular base encountered must be approved by the City Engineer. 2O All concrete must be cured with a curing compound as specified in the Standard Specifications or as directed by the City Engineer (See ISPWC Section 703). 3O Standard sidewalk width is five feet with a broom finish. Standard slope is 1/4" per foot to the street. 1:12 maximum. ® Place preformed expansion joint filler at driveway construction and at maximum spacing of 50 feet of sidewalk. 50 All concrete shall be 6 bag Portland cement with Lithium for ASR mitigation and 3% to 5% entrained air. © Where curb and gutter is not present, asphalt must be sawcut for a smooth transition. 70 For removal and replacement of curb and gutter, asphalt must be sawcut a minimum of 6" and replaced. 3 1 DRIVEWAY APPROACH LANDSCAPE 01 5'-0" 00 40 SURFACE GRADING PER PLAN 4" THICK CONC. SIDEWALK 6" OF -3/4" AGGREGATE BASE NOTES: 1O All concrete must be cured with a curing compound as specified in the Standard Specifications or as directed by the City Engineer (See ISPWC Section 703). O Standard sidewalk width is five feet with a broom finish. Standard slope is 1/4" per foot to the street. 1:12 maximum. OPlace preformed expansion joint filler at driveway construction and at maximum spacing of 50 feet of sidewalk. ® All concrete shall be 6 bag Portland cement with Lithium for ASR mitigation and 3% to 5% entrained air. r 4 SIDEWALK IN LANDSCAPE 1 2 3 4 5 6 7-1/4" LOCKING LID z_ MARKED "MONITORING :2 WELL" 0 1 N z_ 7-1/4" LOCKING LID MARKED o "MONITORING WELL" I 1,_0„ N N ASTM C-33 SAND (SEE NOTE 1) CONCRETE COLLAR TO BE PROVIDED WHEN PAVED- 7-1/4" AVED-7-1/4" LOCKING LID MARKED "MONITORING WELL" - PATCH VOID WITH RUBBER SILICONE 12" PERFORATED ADS M-294, N-12, TYPE S, OR APPROVED EQUAL, OR SDR 35 PER ASTM D-2729. A 8" DIA. PERFORATED ADS. M-294, N-12. TYPE 5, OR APPROVED EQUAL, OR SDR 35 PER ASTM, D-2729. 8" DIA. ADS M-294, N-12, TYPE S, OR APPROVED EQUAL, SLOPED @ 1.0% MIN. TO DRAINFIELD. IMI \� CONTINUATION FROM SAND AND L GREASE TRAP/ROOF DRAIN SLOPED AT 1.0% MIN. N WRAP TOP AND SIDES OF TRENCH z_ LLJ WITH 4 OZ/SQ YD NON -WOVEN FILTER FABRIC MIN. LAP 24" 0 oz ^I w 2" WASHED DRAIN ROCK Cn HIGH SEASONAL GROUNDWATER FOR PAVEMENT SECTION SEE DETAIL 7 SHEET C2.1 \ COMPACTED EARTHtiLL C141 BENTONITE SEAL 0 I CAST IRON VALVE RISER 6" PERFORATED PVC WITHIN TRENCH ONLY I K I IJI H UNDISTURBED SOIL 2"0 WASHED DRAIN ROCKJ 12'-0" NOTES: SECTION A - A 1. THE BOTTOM OF THE SEEPAGE BED REQUIRES A FILTER LAYER OF ASTM C-33 SAND THAT IS 12" THICK. 2. IF GROUND WATER IS ENCOUNTERED WITHIN THREE FEET OF THE BOTTOM OF THE DRAIN ROCK LAYER CONTACT THE ENGINEER TO REVISE THE SEEPAGE BED DIMENSIONS. 3. SEASONAL HIGH GROUND WATER AND FREE DRAINING MATERIAL ELEVATIONS MUST BE DETERMINED AT THE TIME OF SEEPAGE EXCAVATION IF NOT PREVIOUSLY DETERMINED BY A GEOTECHNICAL ENGINEER. 1 SEEPAGE BED G BACK OF CURB LINE 6" DIA. DISCHARGE FOR TRAPS #1 AND #2 sT o� STANDARD GRATE AND FRAME SEE NOTE F FOR MANHOLE COLLAR SEE ISPWC SD -616 3"x3"x1/4" STEEL ANGLE W/(3) 3/8"X3" ANCHORS GRATE ELEV. AT GUTTER SEE SCHEDULE TOP OF BOX ELEV. SEE SCHEDULE 2"x2"x1/4" STEEL ANGLE W/(3) 3/8"X3"/ ANCHORS N a d 12„ BAFFLE 77 BOTTOM OF BOX ELEV. SEE SCHEDULE SECTION 6" DIA. DISCHARGE FOR PLAN F TRAPS #3 AND #4 17" 1 3/4" LIP TO SIT INSIDE 1 3/4" le 26 3/4" GRATE FRAME BELOW GRATE LIP TYP. 12 GA SHEET METAL 00 FABRICATED REMOVED FUNNEL 0 N _ N 00 N I, 13" I� � 23 1/4" � SIDE FRONT REMOVABLE FUNNEL/GRATE TRAP GRATE LID TOP OF BOX INV. OUT 1 4871.27 4871.43 4870.76 4869.26 2 4871.14 4871.30 4870.63 4869.13 3 4870.82 4871.77 4870.31 4868.81 4 4870.88 4871.04 4870.37 4868.87 IEI IDI 2'0 CAST IRON MANHOLE COVER AND FRAME PER ISPWC SD -617 TOP SCHEDULEEV ELEVATION SCHEDULE SEE 71 r. PROVIDE GRADE RINGS AS C REQUIRED (12" MAX.) -BAFFLE FLOW 6" INVERT OUT QA 1000 GAL. SAND AND GREASE TRAP PER SD -625 SEE SCHEDULE 6" DIA. ADS M-294, N-12, ® DESIGN LOAD: AASHTO HS -25 HIGHWAY LOADING AND CLASS a : TYPE S, PVC (ASTM D-3034), OR APPROVED EQUAL SLOPED 4000PS1 CONCRETE 1.0% MIN. TO SEEPAGE BED © ALL REINFORCING STEEL TO BE GRADE 60. B ® DETAILED DRAWING OF PRECAST BOX OR A POURED IN PLACE BOX DESIGN MUST BE APPROVED BY THE OWNER PRIOR TO CONSTRUCTION. Q CONST CATCH Q STEEL SD -61 2 SAND AND GREASE TRAP WITH DROP INLET (ISPWC SD -6 N.T.S. 7 8 9 10 THESE DESIGNS AND DRAWINGS ARE THE EXCLUSIVE PROPERTY OF RUDEEN & ASSOCIATES ARCHITECTS, AND ARE NOT TO BE US 11 12 13 14 15 rudeenarchitects Boise + San Francisco 199 North Capitol Blvd. Suite 602 Boise, Idaho 83702 Phone 208-338-1413 Fax 208-336-0371 info@rudeenarchitects.com SAGE ENGINEERING 1693 S. CORONADO AVE. - BOISE, ID 83709 PHONE: (208) 855-5082 http://sage-eng.com NEW BUILDING: FLEET CENTER 289 E 7th N Rexburg, Idaho 83440 Drainage and Grading Details Sheet Title: N/A Scale: Project Number: Date: C136023 base.dwg File Name: e• Y PLAN REVIEW COMMENTS 19-2014 UE FOR PERMIT & BIDDING 1 1 -?014 ns: C2.2 L J W G F E 0 C I_1 2 3 4 5 1*1 7 N 10 Z UJ => D UJ Qa a- cn EXISTING VARIES SAW CUT TO PROVIDE SMOOTH EDGE PER ISPWC SD -806 25' 2' 7' 1%-4% 3" OF ASPHALTIC PLANT MIX 4" OF —3/ " AGGREGATE 20" OF —6" PIT RUN -PLACE GEOTEXTILE FABRIC (AMOCO 4551 OR CITY OF REXBURG APPROVED EQUIVALENT) AT THE BOTTOM OF THE PIT RUN 5' 2% 4" —3/4" AGGREGATE 6" THICK CONC. SIDEWALK PER ISPWC SD -709 6" VERTICAL CURB AND GUTTER PER DETAIL 7 SHEET C2.2 1 1 STREET WIDENING W/ 6" VERTICAL CURB & DETACHED SIDEWALK 2 1 GRAVEL SECTION 6" of —3/4" AGGRE 12" OF —6" SUB E COMPACTED BASE / RECOMMENDED BY GEOTECHNICAL ENGIIVLLI. Design Storm Return Period for Street - 25 year primary system, 100 year secondary system Rational Method QPEAK CAi QPEAK Peak Flow Rate at Time tc C = Runoff Coefficient = 0.95 for both asphalt and concrete surfaces, 0.3 for gravel and landscape i = Rainfall Intensity at tc and Return Period (in/hr) A = Area of Contribution V=itA V = volume (ft3) for the quantity design storm of 0.9 in/hr for one hour t� = Time of Concentration (minutes) t>= 10 min. 1.8 (1.1-C) FD tc S = Surface Slope (%) DRAINAGE ZONE 1 All runoff is expected to infiltrate into the gravel so there is no overland flow travel and tc is essentially zero. V = 0.9 in/hr * 1 hr * 7262 ft2 * 1 ft/12 in = 545 ft3 DRAINAGE ZONE 2 The runoff is split between the new sand and grease traps (1 & 2) and routed to seepage bed #1 t, = 4.2 minutes based on 68 feet of concrete gutter at 0.5% and 42 feet of existing concrete slab at 2.0% t, will be used as 10 minutes as a minimum. Q = PEAK 0.17 cfs (25 year) and 0.25 cfs (100 year) V = 0.9 in/hr * 1 hr * 9742 ft2 * 1 ft/12 in = 731 ft3 DRAINAGE ZONE 3 The runoff is split between the new sand and grease traps (3 & 4) and routed to seepage bed #2 t, = 5.8 minutes based on 190 feet of concrete gutter at 0.65% t. will be used as 10 minutes as a minimum. QPEAK 0.37 cfs (25 year) and 0.54 cfs (100 year) V=0.9in/hr* 1 hr* 18619ft' * 1 ft/12 in = 1396 ft3 DRAINAGE ZONE 4 The runoff is collected in the new gutter and routed to the existing catch basin approximately 164 west of the site. t, = 6.0 minutes based on 309 feet of concrete gutter at 0.5% twill be used as 10 minutes as a minimum. QPEAK 0.14 cfs (25 year) and 0.20 cfs (100 year) V = 0.9 in/hr * 1 hr * 3865 ft2 * 1 ft/12 in = 290 ft3 3 DRAINAGE CALCULATIONS THESE DESIGNS AND DRAWINGS ARE THE EXCLUSIVE PROPERTY OF RUDEEN & 11 12 13 14 15 rudeenarchitects Boise + San Francisco M L K J G F E D 199 North Capitol Blvd. Suite 602 Boise, Idaho 83702 Phone 208-338-1413 Fax 208-336-0371 info@rudeenarchitects.com SAGE ENGINEERING 1693 S. CORONADO AVE. — BOISE, ID 83709 PHONE: (208) 855-5082 http://sage—eng.com NEW BUILDING: FLEET CENTER 289 E 7th N Rexburg, Idaho 83440 Drainage and Grading Details C Sheet Title: N/A Scale: Project Number: B Date: C136023 base.dwg File Name: Y PLAN REVIEW COMMENTS 9-2014 JE FOR PERMIT & BIDDING ' ?014 ns: C2.3 48j rudeenarchitects 1. Any fire service shall be sized and installed per the fire M Boise + San Francisco M 11 service contractor. L 2 J H ING 1/2" PIN G = 4872.98 z N Z C) F F E 0 F Ln UTILITY PLAN COMMERCIAL TIRE FLEET CENTER LYING IN THE SW 1/4 OF THE SW 1/4 OF SECTION 17 TOWNSHIP 6 NORTH, RANGE 40 EAST, B. M. REXBURG, IDAHO 2014 ' 3 I I i I BENCHMARK EXISTING 1/2" PIN • ELEV = 4871.88 I i SDMH RIM -4871.71 y _ NTHEfiJ(IS'HN6 •1P�—SEWlRaYAI . INV IN (NORTH) — 4866.56 INV IN (N.E.) —4866.67 INV IN (EAST) — 4866.46 — — _ —I — — �G— — — — — — — — INV IN WEST) 4866.31 ' ' — — a — — — Z D(ISTING SSE �4O�%OW40 / V. 18 7 ALUMINUM CAP I (S a,—�Sl— — — — �— — _ — — 1 — — — — —Ic"— — — — — — — SSMH1FJ _ RIM-�7La� - - ��R16(- - - - I� - INVRIM IN (NORTH) -4860.57 c 1 n �O STA INV IN (EAST) - 4858.57 STA '{ (VNORTH) - 4859.20 STA 1+50 STA 2+00 E STA7L�Sm I N STREET R E E T STA 3+00 STA �5Q \ _ STA 4+00 ST 4+50 STA 5+00 D INV OUT (WEST) 4858.5 52 "aa6ir+"(EAST) - 4859.10 / I I—I _ STA 0+00 I INV OUT (WEST) —4859.00 de ora cw ds — �� W MAIN. CATE AND CONNIECT NEW GAS sEevlcE TO THE COMM—— ...I —�. . e—� '��- n'--' . --_-r- . • ` —..- .. —. � �_ �_ . 1 �- a �.� 1'- "7.r ` ?— . NOTE: THE LOCATION OF EXISTING UNDERGROUND UTILITIES I ARE SHOWN APPROXIMATELY ONLY PRIOR TO CONSTRUCTION. f IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL UTILITY COMPANIES OF THE CONSTRUCTION SCHEDULE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE WHICH MAY OCCUR BY FAILURE TO EXACTLY LOCATE AND PROTECT ALL UTILITIES. CALL DIGLINE, INC. BEFORE COMMENCING UNDERGROUND WORK, 342-1585. 2 UTILITY PLAN 1 2 3 4 5 6 7 8 9 10 THESE DESIGNS AND DRAWINGS ARE THE EXCLUSIVE PROPERTY OF RUDEEN & ASSOCIATES ARCHITEC 11 12 13 2. The contractor shall install a reduced pressure backflow assembly (RPBA) for each water or fire service entering the building. 3. Refer to the mechanical plans for the water and/or fire service connection(s) at the building and for backflow protection. Coordinate with the water company for taps L and metering. 4. The 1" water service is shown based on preliminary assumptions. The plumbing contractor shall verify the adequacy of the water meter size and water service line based upon the actual internal building water demand/requirements. 5. Provide thrust blocking as required by Rexburg Water Department. 6. Verify the building sewer connection with the mechanical plans. 7. The gas service shall be sized and installed per the plumbing contractor and/or gas company. 8. The power transformer and service lines (primary and secondary) shall be sized and installed per the electrical plans. 9. All water valves, blow -offs, and manholes shall be graded and placed so as not to conflict with any surface improvements. 10. All pavement patch -backs shall match the new pavement section. 1 1 UTILITY NOTES 14 15 KI JI GI FI EI DI CI 199 North Capitol Blvd. Suite 602 Boise, Idaho 83702 Phone 208-338-1413 Fax 208-336-0371 info@rudeenarchitects.com SAGE ENGINEERING 1693 S. CORONADO AVE. — BOISE, ID 83709 PHONE: (208) 855-5082 http://sage—eng.com NEW BUILDING: FLEET CENTER 289 E 7th N Rexburg, Idaho 83440 Utility Plan Sheet Title: 1"=20' Scale: Project Number: ,4 B I Date: C136023 base.dwg File Name: Y PLAN REVIEW COMMENTS 19-2014 UE FOR PERMIT & BIDDING 1 ?014 ns: C3.0 X L 2 J H F E 0 1 A 2 3 4 5 A 7 a- w 0 0 01 0 0 6" 5' SIDEWALK LID WITH PUGGED AUTOMATED SENSOR HOLE AND SIDE LOCKING MECHANISM. POLYETHAFOAM INSULATION INSERT WITH NYLON STRAP PVC TILE, COILED METER PIT SETTER OR APPROVED EQUAL (SEE GENERAL NOTE 1 IDLER OR METER AS REQUIRED BY WATER DEPARTMENT 1" FULL PORT ANGLE BALL VALVE—` OUTLET UNDISTURBED GROUN 1 1 1 1 " WATER SERVICE WITH 18" DIAMETER METER PIT ti 10 12 13 14 15 W G F E D NEW BUILDING: FLEET CENTER 289 E 7th N Rexburg, Idaho 83440 Utility Details Sheet Title: N/A Scale: Project Number: B Date: C136023 base.dwg File Name: e• Y PLAN REVIEW COMMENTS 1 9-2014 JE FOR PERMIT & BIDDING 1 ' ?014 ns: C3.1 rudeenarchitects :.Francisco • APPROVED WATER LINE MATERIALS LIST MAINTAINED BY 199 North Capitol Blvd. WATER1. REXBURG •: Suite .• :.moi: j�t� �t/,•��t�2. • ` • • ` • ` • OF ANY WATER LINE CLOSURES. I. - i .� i fly Phone�..�DEPARTMENT 208-338-1413 ,.'.'.♦.'.,.'.' CURB BOXES LOCATED IN CONCRETE SHALL BE EQUIPPED Fax 208-336-0371 ADJUSTABLE CURB BOX WITH CURB BOX SLEEVE (MUELLER PART #: H10342 OR info@rudeenarchitects.com GENERAL3. • ►�LAPPROVED • WATER METER NOTES: architecture planning ENTRY CHECK VALVE • ■ project management BRASS1. ALL OR METER PIT AND SERVICE LINE SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR AND CONFORM TO AWWA C800 AND NSF 61. 2. BACKING WRENCH REQUIRED FOR CONNECTION OF METER SAGE PIT THE CITY SERVICE LINE CUSTOMER SERVICE LINE SPECIAL .. • NE MATERIAL TO PREVENT DAMAGE TO PIT AND ASSOCIATED PIPING. ENGINEERING FCU-: •■ 3. METER PIT LIDS SHALL BE SET WITHIN VERTICALRANGE OF 1693 S. CORONADO AVE. — BOISE, 10 83709 0" TO 5" ABOVE TOP BACK OF CURB (-1" TO 4" OF PHONE: (208) 855-5082 http://sage—eng.com PIN i R, so'� CORPORATION FINISHED GRADEJhIN UTILITY STRIP AND LANDSCAPING di or AREAS. LIDS SMALL BE SET TO GRADE IN CONCRETE AND ASPHALT SURFACES. 4. METER PITS AND CURB STOPS SHALL BE LOCATED IN LANDSCAPED AREAS WHERE POSSIBLE. 5\ -MAIN LINE • COPPER MASONRY B• LINE • .B STOP) ON QUADRANTS 1 1 1 1 " WATER SERVICE WITH 18" DIAMETER METER PIT ti 10 12 13 14 15 W G F E D NEW BUILDING: FLEET CENTER 289 E 7th N Rexburg, Idaho 83440 Utility Details Sheet Title: N/A Scale: Project Number: B Date: C136023 base.dwg File Name: e• Y PLAN REVIEW COMMENTS 1 9-2014 JE FOR PERMIT & BIDDING 1 ' ?014 ns: C3.1 X L 2 J H EROS1011 ' , COMMERCIAL TIRE FLEET CENTER I (� 1SSMH RIM -4872.15 INV IN (NORTH) - 4862.35 INV OUT (SOUTH) - 4862.25 LYING IN THE SW 1/4 OF THE SW 1/4 OF SECTION 17 TOWNSHIP 6 NORTH, RANGE 40 EAST, B. M. REXBURG, IDAHO 2014 STRAW WADDLE PER 3 _: ESC 1.1 X_ ' -x- - X- X x- _c - I STRAW WADDLE PER 3 I ESC 1.1 i` IK EXISTING DROP INLET .. �' USE THE. NEW -APPROACH AS / 'Q I ar NV IN -4866.92 I I - V OUT -4666.92 ..... .. . ' � . �.'.. THE . EONSTRUCTION: ENTRANCE:. I SDMH 2 . RIM -4870.33 _. INV IN (NORTH) - 4866.83 F INLET PROTECTION PER I I INV IN (EAST) - 4866.88 I ' INV IN (SOUTH) - 4966.75I.A -7 '� INV OUT (WEST) - 4866.73 1 I :. �1n ../�. 1J I...., i -'t8/. RIM -4871.71 INV IN (NORTH) -4866.56 1 INV IN (N.E.) - 4866.61 INV IN (EAST) - 4866.46 _ ^, - �a, 7 INV IN WEST) 4866.31 - - - _ ^ia=, 'a u a- EXISTING S& �4�VOF D (S a z _ - _ - _ _ 1 77 ALUMINUM CAP I �SSMH--(5�-- a - _ _ _ _ _ _ _ _ _ _ _ _ _ - 1 - - - - - - - _ RIM X71.52 _ \ - - - - I INV IN (NORTH) -4860.57 INV IN (NORTH) - 4859.20 I INV IN (EAST) -4858.57 \ \ '� 9 20 I INV OUT (WEST) - 4858.52 INV IN (EAST) - 4859.10 - INV OUT (WEST) - 4859.00 - FIELD LOCATE AND CONNECT - _ NEW GAS SERVICE TO THE - \ GIS MAIN, I \ NOTE: THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN APPROXIMATELY ONLY PRIOR TO CONSTRUCTION. 6/ IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL UTILITY COMPANIES OF THE CONSTRUCTION SCHEDULE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE WHICH MAY OCCUR BY FAILURE TO EXACTLY A LOCATE AND PROTECT ALL UTILITIES. CALL DIGLINE, INC. BEFORE COMMENCING UNDERGROUND WORK, 342-1585. 2 ESC PLAN 1 2 3 4 5 6 7 8 9 10 THESE DESIGNS AND DRAWINGS ARE THE EXCLUSIVE PROPERTY OF RUDEEN & ASSOCIATES ARCHITEC 11 12 13 BEST MANAGEMENT PRACTICES CONSTRUCTION ENTRANCE/EXIT ( WASHOUT CONCRETE WASHOUT AREA 4 EROSION CONTROL SIGN MI LI NOTES 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OR ANY MEASURES USED TO TRAP SEDIMENT. K 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 4. PORTABLE RESTROOM AND CONCRETE WASHOUT PIT J SHALL NOT BE LOCATED IN PUBLIC R -O -W OR NEAR ANY CATCH BASINS. 5. NO CONSTRUCTION EMPLOYEE PARKING IS EXPECTED WITHIN THE CONSTRUCTION AREA. ALL EMPLOYEE PARKING SHOULD BE IN ESTABLISHED PARKING STALLS ON-SITE OR ON THE STREET. 6. THE SITE DOES NOT DISCHARGE TO ANY DITCHES, CANALS, STREAMS, OR RIVERS. 7. ALL BMP'S SHALL BE REMOVED UPON COMPLETION OF H CONSTRUCTION AND FINAL APPROVAL OF THE SITE. 1 IC PLAN VIEW 14 15 GI FI EI DI \ I CD B rudeenarchitects Boise + San Francisco 199 North Capitol Blvd. Suite 602 Boise, Idaho 83702 Phone 208-338-1413 Fax 208-336-0371 info@rudeenarchitects.com SAGE ENGINEERING 1693 S. CORONADO AVE. - BOISE, ID 83709 PHONE: (208) 855-5082 http://sage-eng.com NEW BUILDING: FLEET CENTER 289 E 7th N Rexburg, Idaho 83440 Erosion and Sediment Control Sheet Title: V. = 20' Scale: Project Number: Date: C136023 base.dwg File Name: Y PLAN REVIEW COMMENTS 19-2014 UE FOR PERMIT & BIDDING ' ?014 ns: ESC1 mO T" L 2 J H F E 0 1 F 2 D SEDITTIEPIT C011, TROL D COMMERCIAL i [['1 CENTER LYING IN THE SW 1/4 OF THE SW 1/4 OF SECTION 17 TOWNSHIP 6 NORTH, RANGE 40 EAST, B. M. REXBURG, IDAHO 2014 TUBULAR BLACK PLASTIC NETTING. THEY ARE APPROXIMATELY 8" IN DIA. BY 25'-30' LONG. 1 I STRAW ROLL nAnv /-% r- c Ir-NMAIAI v /Ac- rnnni mc-\ U2 CURB IN STRAW ROLL — SEE NOTE 3—\ CATCH 6A SIN PLAN VIEW SECTION A - A NOTES: 1. INSTALL A SOFT BAG FILTER TO CATCH EXCESS SEDIMENT. USE "THE YELLOW JACKET (TM) OR APPROVED EQUAL. CLEAN SEDIM 2. LAP EXCESS FILTER OVER CURB TO PROTECT NON—GRATED INL ON FILTER TO HOLD IN PLACE AS SHOWN. 3. PLACE STRAW ROLL PROTECTION AROUND INLET FOR EXTRA SE[ VISUAL AIDE OF DROP INLET. � 2 DRAIN INLET PROTECTION SOCK 3 4 5 6 7 8 9 10 THESE DESIGNS AND DRA 11 12 13 14 M L K J I. G F E FILTER LAP — SEE NOTE 2 D SIDEWALK (AS OCCURS) SEE NOTE 1 15 C rudeenarchitects Boise + San Francisco 199 North Capitol Blvd. Suite 602 Boise, Idaho 83702 Phone 208-338-1413 Fax 208-336-0371 info@rudeenarchitects.com SAGE ENGINEERING 1693 S. CORONADO AVE. — BOISE, ID 83709 PHONE: (208) 855-5082 http://sage—eng.com NEW BUILDING: FLEET CENTER 289 E 7th N Rexburg, Idaho 83440 Erosion and Sediment Control Details Sheet Title: 1"=20' Scale: Project Number: B Date: C136023 base.dwg File Name: Y PLAN REVIEW COMMENTS i 9-2014 JE FOR PERMIT & BIDDING ' ?014 ns: ESC1 ol