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Home My WebLink AboutINFRASTRUCTURE 3.6.23 - 22-00669 - BYUI 10th Ward - University Blvd. & 5th W - Plat-Reviewed-Corrections-Required (4)Author Name Author Email Author Phone No.: Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314 Joel Gray Joel.Gray@rexburg.org 208-372-2331 Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164 Todd Smith Todd.Smith@rexburg.org 208-372-2181 Katie Saurey Katie.Saurey@rexburg.org 208-372-2167 Description : 500 West Church Subdivision (BYU 10TH WARD) - University Blvd & S 5th W - Plat Address : RPR6N40E315400 - University Blvd. & S 5th W Application Type : Document Filename : INFRASTRUCTURE 3.6.23 - 22-00669 - BYUI 10th Ward - University Blvd. & 5th W - Plat.pdf Array Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Revisions Required Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments C151 Free Text Todd Smith : Broadband Open 10 As per Resolution 2022-07, adopted April 6, 2022, new development is required to follow standards for the installation of fiber conduit and distribution boxes. Location of conduit and distribution boxes need to be identified and shown on plans. C111 Free Text Kyle Baldwin : P&Z Open 4 Please specify parking stall and drive aisle dimensions. Please specify sidewalk widths. Please show snow storage locations with area calculations. C122 Free Text Joel Gray : PW Open 7 How is runoff from field being handled? C171 Callout Joel Gray : PW Open 9 Sewer line alignment C171 Callout Joel Gray : PW Open 9 Water line Alignment with vales to isolate for futre extension. C151 Free Text Joel Gray : PW Open 10 Class 50 ductile iron pipe required in right of way C503 Callout Joel Gray : PW Open 13 Front Bollards must be inside of enclosure # 22-00669 Short Plat Please digitally re-submit all pages of the plan set in response to requested revisions for our next review cycle, with noted items resolved. Report Date: 03.13.2023 Approval of plans does not constitute approval of variance from code Page 1 of 1 Powered by TCPDF (www.tcpdf.org) Pr i n t e d : 9 D e c 2 0 2 2 1: 5 4 P M Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # Da t e De s c r i p t i o n 10 W a r d S t a k e C e n t e r Re x b u r g I D M a r r i e d S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Co u n t y P a r c e l : RP R 6 N 4 0 E 3 1 5 4 0 0 BH D # : 21 0 9 Da t e : 1 N o v 2 0 2 2 Ow n e r # : 50 1 - 3 5 6 0 Pl a n S e r i e s : 10 W a r d S C Survey Plan C101 >Db >s͘>sd/hb CC C/b/^I C>hhw /bs /bswd h͘͘hb bdw wvΖwvh/w ^d^dbw dat dathwwz dzt dzt/> ddht < hC hw C>C>ht >/b hC hw aI abIh> /w /whb wh >D h/>/bD ts tdw s>s ta tdw adw dI ^/b h D hC h/> t͘h͘͘th>/ hd/>/dz ^abd y y/^d/bD Ds>D hC Dws> da hddha ABBREVIATIONS t͘h͘͘th/bd hC D/bb/bD whtz bdw>/b ^d/hb >/b hhbwz tw> Cb y/^d/bD hswI thtw >/b y/^d/bD D^ >/b y/^d/bD d>tIhb >/b y/^d/bD > ds >/b y/^d/bD hbwDwhhb thtw y/^d/bD ^b/dwz ^tw y/^d/bD tdw a/b y/^d/bD thtw th> y/^d/bD D^ aw<w y/^d/bD dI ^/b d^d Ih> y/^d/bD abIh> y/^d/bD >dw/> hy Chhb ahbhabd^ ^ bhd ^/Db ^ bhd y/^d/bD C/w Izwbd y/^d/bD tdw s>s y/^d/bD tdw adw y/^d/bD >/DId th> y/^d/bD dw ^d/hb hwbw ^ bhd hhbwz hwbw ht ^^ t ϭ͘ <hwd/^ W͘ wh>b͕ wD/^dw >b ^hwszhw͕ wtw^bd^ dwh b hwwd ^hwsz a z a hb tw/> ϴ͕ ϮϬϮϮ hC dI >b dIw/b twd/h>w>z ^w/͖ Ϯ͘ dI ^hwsz b dI /bChwad/hb͕ hhw^^ b /^db^ ^Ihtb dIwhb w hwwd͘ ϯ͘ dI d/d> >/b^ b >/b^ hC dh> th^^^^/hb w dI ^a͘ ϰ͘ dI >b ^w/ /b dI ^hwsz /^ dI ^a ^ ^w/ /b dI d/d> /b^hwb haa/dabd ^w/ >ht͘ ;^ >D> ^w/td/hbͿ ϱ͘ dI w hC dI ^hWd twhtwdz b dI ^/͕ >hd/hb b dzt hC h/>/bD^ b /atwhsabd^ b bz hdIw addw^ ^/dhd hb dI ^hWd twhtwdz w ^Ihtb b >> h/>/bD^ b /atwhsabd^ w t/dI/b dI hhbwz >/b^ b tt>/> ^dͲ< >/b^ hC dI twhtwdz͘ ϲ͘ dIw w bh s/^/> ttwbd ^abd^ hw h^^ CCd/bD dI/^ twhtwdz ttw/bD Cwha wCh> tIz^/> /b^td/hb hC dI ^a͕ hdIw dIb dIh^ ^Ihtb b t/d hb dI ^hwsz͘ ϳ͘ dIw w bh s/^/> bwhIabd^ hb dI Wh/b/bD twhtwd/^͕ ^dwd^͕ hw >>z^ z bz hC ^/ h/>/bD^͕ ^dwhdhw^ hw hdIw /atwhsabd^͖ hdIw dIb dIh^ ^Ihtb hb dI ^hwsz͘ ϴ͘ dIw w bh twdz t>>^ hw s/^/> bwhIabd^ hb ^/ ^w/ twhtwdz z ^dwd^͕ >>z^ hw h/>/bD^͕ ^dwhdhw^ hw hdIw /atwhsabd^ ^/dhd hb Wh/b/bD twhtwdz͖hdIw dIb dIh^ ^Ihtb hb dI ^hwsz͘ ϵ͘ dIw w bh s/^/> ttwbd adw/^ hw hw/> Dwhhb^ CCd/bD dI/^ twhtwdz͘ ϭϬ͘ dIw w bh td>b^ hb dI/^ twhtwdz͘ ϭϭ͘ dI >hd/hb hC >> hd/>/d/^ y/^d/bD hb hw ^ws/bD dI twhtwdz ^ dwa/b z h^ws s/b /^ ^Ihtb hb dI ^hwsz͘ ϭϮ͘ bh hhww/bD s/^/> hs Dwhhb s/b hC /^IwD /bdh ^dwa^͕ w/sw^͕ hw hdIw hbszb ^z^da ^Ihtb hb dI ^hwsz͘ ϭϯ͘ bh s/b hC wbd ^dwd hb^dwhd/hb hw wt/w^͘ ϭϰ͘ dI tw> ^w/ /b dI/^ ^hwsz h^ bhd >/ t/dI/b C>hh Iw w^ /b hwb t/dI at^ bd/d> ͞C>hh /b^hwb wd at͟ hw ͞C>hh Iw C>hh tz hhbwz at͟ th>/^I z dI Cw> awDbz abDabd Dbz hC C>hh Iw hhbwz at th>/^I z dI h͘^͘ twdabd hC Ihh^/bD b hwb s>htabd͘ dI ^hwsz hwwd>z /b/d^ dI hb ^/Dbd/hb hC bz w ^Ihtb ^ /bD t/dI/b C>hh Iw w͘ ^hwszhw^ wd/C/d/hb >> wCwb^ w>d/bD dh dI dwd b w hbt>hdd> ttw >ht͗ C/w^d aw/b d/d> haa/dabd bh͘ ϲϲϭϮϯϬͲwy d bhsaw ϭϰ͕ ϮϬϭϳ͖ ϴ͘ >^ tdw w/DId Dwabd hthb dI dwa^͕ hb/d/hb^ b twhs/^/hb^ hbd/b dIw/b͗ twd/^͗ w/DIa zhhbD hb/sw^/dzͲ /Ih b /dz hC wyhwD whw az ϭϵ͕ ϮϬϭϭ /b^dwhabd bŽ͘ ϯϲϴϮϮϰ Dwabd dh ydb >^ hC tdw w/DId whw bhsaw ϭϮ͕ ϮϬϭϱ ^ /b^dwhabd bŽ͘ ϯϵϴϴϯϳ͘ ^Ih> Ͳ ^d/hb dth ytd/hb^ ϭϱ͘ dI ^hWd twhtwd/^ Is ^^ dh b Cwha h>z /d b td th>/ ^dwd <bhtb ^͘ ϱƚŚ t^d b hb/sw^/dz >s͘ ϭϲ͘ dI whw ^w/td/hb hC dI ^hWd twhtwdz Chwa^ adIad/>>z >h^ C/Dhw͘ ϭϳ͘ /b^hwb I> th>/z z D> wh< bD/bw/bD /b dI ahhbd hC ϭ͕ϬϬϬ͕ϬϬϬ h>>w^͘ ϭϴ͘ dI hbw^/Db I^ w/s b ya/b htz hC C/w^d aw/b d/d> haa/dabd bh͘ ϲϲϭϮϯϬͲͲwy d bhsaw ϭϰ͕ ϮϬϭϳ͖ b dI >hd/hb hC bz addw ^Ihtb dIwhb͘ dh dI ydbd /d b >hd I^ b ^Ihtb hb dI/^ ^hwsz t/dI dI ttwhtw/d whw/bD wCwb͘ dI/^ ^hwsz /^ wd/C/ dh dI Ch>>ht/bD bd/dz͖ w/DIa zhhbD hb/sw^/dz Ͳ /Ih͕ hdI bhbtwhC/d hwthwd/hb dI/^ /^ dh wd/Cz dId dI/^ at hw t>d b dI ^hwsz hb tI/I /d /^ ^ tw a /b hwb t/dI dI ϮϬϭϲ a/b/aha ^dbw d/> wvh/wabd^ Chw >dͬb^t^ >b d/d> ^hwsz^͕ Wh/bd>z ^d>/^I b htd z >d b b^t^͕ b /b>h^ /da^ ϭ͕ Ϯ͕ ϯ͕ ϰ͕ ϲ;Ϳ͕ϲ;Ϳ͕ ϳ;Ϳ͕ ϳ;Ϳ͕ ϴ͕ ϭϭ͕ ϭϯ͕ ϭϲ͕ ϭϴ b ϭϵ hC d> dIwhC͘ dI C/> thw< t^ hat>d hb tw/> ϱ͕ ϮϬϮϮ͘ wd͘ bh͘ ϵϯϲϵ haahb/d/hb .hy C/.9Z htd/^ th^d haahb/d/hb .hy 9>9dZ/ .hy dht hC ϭϮΗ t/t9 .>9 t/bd >/b9 td9Z>/b9 Z/^9Z td9Z>/b9 Z/^9Z dht hC ϭϴΗ ^5 at t/t9 ϮϰΗ ^5 t>^d/ t/t9 . DZd9сϰϴϴϯ͘ϬϬ /bsсϰϴϳϴ͘ϯϭ . DZd9сϰϴϴϬ͘ϵϮ /bsсϰϴϳϴ͘ϰϮ ^5aI Z/aсϰϴϴϮ͘Ϯϲ 9 /bsсϰϴϳϴ͘ϲϬ b /bsсϰϴϳϴ͘ϰϳ ^ /bsсϰϴϳϴ͘ϰϮ ^5aI Z/aсϰϵϬϬ͘ϯϭ ^ /bsсϰϴϵϲ͘ϭϯ 9 /bsсϰϴϵϱ͘ϵϳ t /bsсϰϴϵϱ͘ϴϳ . DZd9сϰϵϬϬ͘ϱϵ /bsсϰϴϵϳ͘ϯϮ ϯϲΗ ^5 t>^d/ t/t9 /bs͗ϰϴϳϲ͘ϵϲ td9Z>/b9 Z/^9Z dI ηϭ dI ηϮ dI η.ϭ dI ηϭdI ηϯ dI ηϰ dI ηϭϯ dI ηϭϰ dI ηϭϭ dI ηϭϮdI η.ϱdI η.ϰ dI ηϵ dI ηϳ dI ηϲ dI η.Ϯ dI ηϱ dI ηϴ dI ηϭϱ dI ηϭϬ .da hC thb5 dht hC thb5 dhZb >b9 ^/Db . DZd9сϰϴϲϵ͘ϱϴ /bsсϰϴϲϱ͘ϴϬ > ^dZ/t9 ^5aI Z/aсϰϴϳϯ͘ϳϰ 9 /bsсϰϴϲϵ͘ϵϵ t /bsсϰϴϲϵ͘ϵϭ ϰϴϳϱ͘Ϯϱ ϮϰΗ ^5 at t/t9 ^Ihh>59Z 9h ^Ihh>59Z hZ. Θ Dhdd9Z 9h 9h 9h 9h 9h dhZb >b9 ^/Db Zh^^ t>< ^/Db ϰϱ ^t995 >/a/d Zh^^ t>< ^/Db ^dht ^/Db ^dht ^/DbZ/DId >b9 ah^d dhZb ^/Db ϰϴ ϵ Ϭ ϰ ϵ Ϭ Ϭ ϰϴ ϴ ϴ ϰϴ ϵ Ϯ ϰϴ ϵ ϰ ϰ ϴ ϵ ϲ ϰ ϴ ϵ ϴ ϰ ϵ Ϭ Ϯ ϰ ϵ Ϭ ϰ ϰ ϵ Ϭ ϲ ϰ ϵ Ϭ ϴ ϰϵ Ϭ Ϭ ϰϵϭ Ϭ ϰϴ ϵ ϰ ϰϴ ϵ ϲ ϰϴ ϵ ϴ ϰϵ Ϭ Ϯ ϰϵϬ ϰ ϰϵϬϲ ϰϵ Ϭ ϴ ϰϴϴ Ϭ ϰϴϴ Ϭ ϰϴ ϴ Ϭ ϰϴϳϲ ϰ ϴ ϳ ϴ ϰϴϳϴ ϰϴϳϴ ϰϴ ϴ Ϯ ϰϴ ϴ ϰ ϰϴ ϴ ϲ Zh^^ t>< I95 DZ s 9 > 5 Z / s 9 t z DZ s 9 > 5 Z / s 9 t z Cb5 ϮΗ Cb5 ϱ ϴΗ /Z bh t Cb5 ϭ Ϯ Η /Z t͘>͘^ ϭϬϳϴϲ Cb5 ϭ Ϯ Η /Z t͘>͘^ ϭϬϳϴϲ Cb5 ϭ Ϯ Η /Z t͘>͘^ ϭϬϳϴϲ ^I95 thh5 t9b hZ. Θ Dhdd9Z ϭϬΖ ^tI>d tdItz ^Ϭ Ϭ Σ ϭ ϲ Ζ ϱ Ϭ Η Ϯϲ Ϭ ͘ ϱ ϳ Ζ ^Ϭ Ϭ Σ ϭ ϲ Ζ ϯ Ϭ Η Ϯϲ ϭ ϴ ͘ ϭ ϭ Ζ ^ϴϵΣ ϰϬΖ ϭϬΗ ϭϲϱ͘ϭϭΖ ^ϴϵΣ ϯϵΖ ϮϬΗ ϴϲ͘ϵϴΖ bϴϬΣ ϰϯ Ζ Ϭ Ϭ Η ϯϭϲ͘ϴϭ Ζ bϬ Ϭ Σ ϭ ϲ Ζ ϯ Ϭ Η t Ϯϰ Ϯ ͘ Ϭ ϳ Ζ ^ϴϵΣ ϰϯΖ ϯϬΗt ϯϯϬ͘ϬϬΖ bϬ Ϭ Σ ϭ ϲ Ζ ϯ Ϭ Η t ϭϯ Ϯ ͘ Ϭ Ϭ Ζ ^ϴϵΣ ϰϯΖ ϯϬΗt ϯϯϬ͘ϬϬΖ >сϯϯϮ͘Ϭϴ͕wсϭϭϰϭ͘ϱϮ с^ϭϱΣϯϮΖϬϮΗt сϯϯϬ͘ϵϭϱ ѐсϬϭϲΣϰϬΖϬϱΗ >сϭϴϲ͘Ϭϲ͕wсϭϯϯϱ͘ϬϬ сb ϴϰΣϰϯΖϬϮΗ сϭϴϱ͘ϵϭ ѐсϬϬϳΣϱϵΖϬϳΗ bϬ Ϭ Σ ϭ ϲ Ζ ϱ Ϭ Η t ϭϴ ϱ ͘ ϳ Ϭ Ζ ^Ϭ Ϭ Σ ϭ ϲ Ζ ϯ Ϭ Η ϯϬ ϰ ͘ ϱ Ϭ Ζ DZs9> 5Z/s9tz bϴϵΣ ϯϵΖ ϱϬΗt Ϯϲϰϵ͘ϮϲΖ td9Z>/b9 Z/^9Z C/.9Z htd/^ t/bd ^ ^ ^^^^ ^^aI Z/aсϰϴϲϱ͘ϲϬ ^9 /bsсϰϴϱϲ͘ϱϳ b /bsсϰϴϱϲ͘ϰϳ ^^aI Z/aсϰϴϳϯ͘ϴϬ 9 /bsсϰϴϲϮ͘ϴϳ b /bsсϰϴϲϮ͘ϳϳ ^9t9Z .hZ5 td9Za/b dht hC h>s9Zd Zht aZ<9Z >^ ϰϱϲϯ ϭ /ĚĂŚ ϯϭϬ b wĞǆ z DwtI/ t>hdd/bD hb>z͕ dI/^ twhtwdz /^ /b hb ΗyΗ hC dI C>hh /b^hwb wd at haahb/dz tb> bh͘ ϭϲϬϲϱϬϭϬϬ tI/I w^ b CCd/s d hC ϬϲͲϬϯͲϭϵϵϭ͘ ϭ͘ hd/>/d/^ ^Ihtb hb dI ^hwsz Iwhb tw ^ hthb Dwhhbͬs/^h> h^wsd/hb^ hb>z͘ dIw az hd/>/d/^ hb dI ^/d dId tw bhd s/^/>͕ dIwChw dIz w bhd ^Ihtb͘ dI dh> >hd/hb hC dI hbwDwhhb hd/>/d/^ az swz͘ Ϯ͘ bh s/b hC wdI ahs/bD thw<͕ h/>/bD hb^dwhd/hb hw h/>/bD /d/hb^͘ ϯ͘ bh h^ws> s/b hC ^/d h^ ^ ^h>/ t^d hat͕ ^hat hw ^b/dwz >bC/>>͘ C>hh bhd bhd^ ^͘ ϱƚŚ t^d b hb/sw^/dz >s wyhwD͕ / ϴϯϰϰϬ ^dwd >hd/hbw W E S N 25' SCALE: 1" = 50.0' 50'0 50' D/bb/bD d th/bd dId /^ ^ϬϬΣϭϲΖϯϬ͟ Ϯϲϰ͘Ϭϰ Cd >hbD dI t^d ^d/hb >/b hC ^d/hb ϯϭ Cwha dI t^d Ь hwbw hC ^d/hb ϯϭ͕ d͘ϲb͕͘ w͘ϰϬ͕͘ ͘a͕͘ /dz hC wyhwD͕ a/^hb hhbdz͕ /Ih͖ b whbb/bD dIb ^ϴϵΣϰϬΖϭϬ͟ ϭϲϱ͘ϭϭ Cd͖ dIb ^ϴϵΣϯϵΖϮϬ͟ ϴϲ͘ϵϴ Cd͖ dIb bϬϬΣϭϲΖϱϬ͟t ϭϴϱ͘ϳϬ Cd͖ dIb bϴϬΣϰϯΖϬϬ͟ ϯϭϲ͘ϴϭ Cd dh th/bd hC hws t/dI w/h^ hC ϭϯϯϱ͘ϬϬ Cd b Ihw dId w^ bϴϰΣϰϯΖϬϮ͟ ϭϴϱ͘ϵϭ Cd͕ dIb dh dI w/DId >hbD ^/ hws ϭϴϲ͘Ϭϲ Cd dIwh bdw> bD> hC ϬϳΣϱϵΖϬϳ͖͟ dIb ^ϬϬΣϭϲΖϯϬ͟ ϯϬϰ͘ϱϬ Cd dh th/bd hC hws t/dI w/h^ hC ϭϭϰϭ͘ϱϮ Cd b Ihw dId w^ ^ϭϱΣϯϮΖϬϮ͟t ϯϯϬ͘ϵϮ Cd͕ dIb dh dI >Cd >hbD ^/ hws ϯϯϮ͘Ϭϴ Cd dIwh bdw> bD> hC ϭϲΣϰϬΖϬϱ͖͟ dIb ^ϴϵΣϰϯΖϯϬ͟t ϯϯϬ͘ϬϬ Cd͖ bϬϬΣϭϲΖϯϬ͟t ϭϯϮ͘ϬϬ Cd͖ dIb ^ϴϵΣϰϯΖϯϬ͟t ϯϯϬ͘ϬϬ Cd dh th/bd hb dI t^d ^d/hb >/b hC ^/ ^d/hb͖ dIb >hbD ^/ ^d/hb >/b bϬϬΣϭϲΖϯϬ͟t ϮϰϮ͘Ϭϳ Cd dh dI th/bd hC D/bb/bD͕hbd/b/bD ϳ͘ϱϲϵ w^͘ >D> ^w/td/hb hb/bD y/^d/bD hb/bD͗ hb/sw^/dz /^dw/d t ϭͬϰ hw ^ ϯϭ d͘ϲb͕͘ w͘ϰϬ͕͘ ͘a͘ Cb ϯΗ ahb /b t>> t͘>͘^͘ηϯϬϮϬ THOMAS A N D C H A R L O T T E E R I K S O N S 5 t h W UNIVERSITY BLVD b hw͕ ^ ϯϭ d͘ϲb͕͘ w͘ϰϬ͕͘ ͘a͘ JAMES WI N N DELOY AND V I O L A W A R D EDEN APT S L L C MY NOJO L L C ^d/hb >/b ϳ͘ϱϲϵ w^ ϳ͘ϱϲϵ w^ ^ d / h b > / b ^ / ^ h C w / b D Ϯ ϲ ϰ ͘ Ϭ ϰ Ζ t͘h͘͘ CITY OF RE X B U R G twd hC dI ^t ϭ ϰ hwbw hC ^d/hb ϯϭ͕ dhtb^I/t ϲ bhwdI͕ wbD ϰϬ ^d ͘a͕͘ a/^hb hhbdz͕ /Ih >d ͬ ^a >b d/d> ^hwsz hC͗ Z9y.hZD a^ ϱƚŚ ^d<9 twhWd >hd/hb 5t h W UNIVERSITY BLVD s//b/dz at HW Y 2 0 W 7th S POLELINE RD YE L L O W S T O N E H W Y ^hwsz z͗ wtb z͗ twhWd bh͘ ttwhs z͗ hCC/9^ d͗ ϭϯϯϭ CƌĞŵŽŶƚ ǀĞ͘ /ĚĂŚŽ CĂůůƐ͕ /ĚĂŚŽ ϴϯϰϬϮ ϯϭϬ b ϮŶĚ ĂƐƚ͕ ^ƵŝƚĞ ϭϱϯ wĞǆďƵƌŐ͕ /ĚĂŚŽ ϴϯϰϰϬ ba͗ ws/^/hb͗ d͗ ^>͗ EAGLE ROCK NGINEERING CIVIL planning SURVEYING IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665 a ^bww bD/ s> ϭϳϭϲϱ <hwd W͘ wh>b >d ^hwsz͘tD tw/> ϴ͕ ϮϬϮϮ ϭΗсϱϬΖ . . X X X X X X X X X X X X X X X X X X X X X X X X X XXXXX General Notes A.This and any other demolition drawings are not intended to be all-inclusive, nor to define the scope of all demolition work required for this project. Demolition drawings are shown only to aid the contractor in preparing his bid and performing the work. Contractor shall examine all contract documents and visit the site during bidding as required to determine the total extent and scope of the demolition portion of this work. All items that are not required to remain shall be of the demolition work whether shown specifically or not. Contractor shall be responsible for all demolition work required to carry out the work as shown in the contract documents. B.The contractor shall verify all existing site conditions prior to bidding. Coordinate all work affecting adjacent properties with the respective property owners prior to any demolition or construction work. Repair and replace all existing items on adjacent properties damaged or affected during construction to the satisfaction of the property owner. C.Contractor shall enclose the entire area of work with a temporary fence throughout construction - coordinate timing & location with the FM Group. D.There is some existing damaged sidewalk on the church site. Inlcude an additional 250 square feet of city siedwalk replacement in the bid. If the actual area required to be replaced is different than 250 square feet, the difference will be adjusted by change order. E.Since the date of the last survey, there has been yard waste and construction debis dumped onto the the site. The contractor is required to remove and dispose of all waste, debris, and excess dirt and rocks. inspect the site prior to the bid to familiarize yourself with the current site conditions. Site Demolition Notes Existing Item Notes EX.01 Existing street paving to remain. EX.02 Existing curb and gutter to remain. EX.03 Existing catch basin to remain. EX.04 Existing asphalt path to remain. EX.05 Existing street sign to remain. EX.06 Existing utility stub or utility line sign. Modify as necessary for new site work. Coordinate any modifications with the city and / or the utility company with jurisdiction or ownership of the stub, utility line, or sign. EX.07 Existing property line. EX.08 Existing fire hydrant to remain. See Site Survey. EX.09 Existing manhole to remain. D.01 Remove area of existing street paving as necessary for utility work. Coordinate extents of required paving removal and replacement with the city's requirements and standards. D.02 Remove section of existing asphalt path for replacement. D.03 Remove area of existing curb and gutter for new drive approach. D.04 Remove area of existing curb and gutter for new curb ramp. Coordinate extent of removal with the city and city curb ramp requirements. D.05 Remove existing curb ramp and adjacent sidewalk. D.06 Remove existing street sign and salvage for reinstallation. Coordinate removal and reinstallation with city requirements. D.07 Remove existing street light and salvage for reinstallation. Coordinate removal and reinstallation with city requirements. D.08 Remove existing electrical box in preparation for new location of road. D.09 Remove existing fence in preparation for new fence. D.10 Remove existing gravel driveway. D.11 Modify existing curb inlet structure for new construction. See Utility Plans. Pr i n t e d : 3 M a r 2 0 2 3 5: 0 7 P M Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # Da t e De s c r i p t i o n 1 1 M a r 2 0 2 3 Si t e P l a n S u b m i t t a l 10 W a r d S t a k e C e n t e r Re x b u r g I D M a r r i e d S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Co u n t y P a r c e l : RP R 6 N 4 0 E 3 1 5 4 0 0 BH D # : 21 0 9 Da t e : 1 M a r 2 0 2 3 Ow n e r # : 50 1 - 3 5 6 0 Pl a n S e r i e s : 10 W a r d S C Preliminary - Not for Construction Site Demolition Plan C102Scale:1 Site Demolition Plan - North 1" = 20'-0" 0'10'20'40'80' Ex.03 MA T C H L I N E C 1 0 2 MA T C H L I N E C 1 0 3 Ex.02 Ex.01 Ex.03 Ex.01 D.01 Ex.02 Ex.04 D.02 D.03 D.01 D.01 D.01 Ex.03 Ex.09 Ex.07 Ex.07 Ex.07 EX.06 D.09 Ex.07 Ex.07Ex.07 D.02 1 Mar 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X General Notes A.This and any other demolition drawings are not intended to be all-inclusive, nor to define the scope of all demolition work required for this project. Demolition drawings are shown only to aid the contractor in preparing his bid and performing the work. Contractor shall examine all contract documents and visit the site during bidding as required to determine the total extent and scope of the demolition portion of this work. All items that are not required to remain shall be of the demolition work whether shown specifically or not. Contractor shall be responsible for all demolition work required to carry out the work as shown in the contract documents. B.The contractor shall verify all existing site conditions prior to bidding. Coordinate all work affecting adjacent properties with the respective property owners prior to any demolition or construction work. Repair and replace all existing items on adjacent properties damaged or affected during construction to the satisfaction of the property owner. C.Contractor shall enclose the entire area of work with a temporary fence throughout construction - coordinate timing & location with the FM Group. D.There is some existing damaged sidewalk on the church site. Inlcude an additional 250 square feet of city siedwalk replacement in the bid. If the actual area required to be replaced is different than 250 square feet, the difference will be adjusted by change order. E.Since the date of the last survey, there has been yard waste and construction debis dumped onto the the site. The contractor is required to remove and dispose of all waste, debris, and excess dirt and rocks. inspect the site prior to the bid to familiarize yourself with the current site conditions. Site Demolition Notes Existing Item Notes EX.01 Existing street paving to remain. EX.02 Existing curb and gutter to remain. EX.03 Existing catch basin to remain. EX.04 Existing asphalt path to remain. EX.05 Existing street sign to remain. EX.06 Existing utility stub or utility line sign. Modify as necessary for new site work. Coordinate any modifications with the city and / or the utility company with jurisdiction or ownership of the stub, utility line, or sign. EX.07 Existing property line. EX.08 Existing fire hydrant to remain. See Site Survey. EX.09 Existing manhole to remain. D.01 Remove area of existing street paving as necessary for utility work. Coordinate extents of required paving removal and replacement with the city's requirements and standards. D.02 Remove section of existing asphalt path for replacement. D.03 Remove area of existing curb and gutter for new drive approach. D.04 Remove area of existing curb and gutter for new curb ramp. Coordinate extent of removal with the city and city curb ramp requirements. D.05 Remove existing curb ramp and adjacent sidewalk. D.06 Remove existing street sign and salvage for reinstallation. Coordinate removal and reinstallation with city requirements. D.07 Remove existing street light and salvage for reinstallation. Coordinate removal and reinstallation with city requirements. D.08 Remove existing electrical box in preparation for new location of road. D.09 Remove existing fence in preparation for new fence. D.10 Remove existing gravel driveway. D.11 Modify existing curb inlet structure for new construction. See Utility Plans. Pr i n t e d : 3 M a r 2 0 2 3 5: 0 7 P M Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # Da t e De s c r i p t i o n 1 1 M a r 2 0 2 3 Si t e P l a n S u b m i t t a l 10 W a r d S t a k e C e n t e r Re x b u r g I D M a r r i e d S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Co u n t y P a r c e l : RP R 6 N 4 0 E 3 1 5 4 0 0 BH D # : 21 0 9 Da t e : 1 M a r 2 0 2 3 Ow n e r # : 50 1 - 3 5 6 0 Pl a n S e r i e s : 10 W a r d S C Preliminary - Not for Construction Scale:1 Site Demolition Plan - West 1" = 20'-0" 0'10'20'40'80' MA T C H L I N E C 1 0 2 Site Architectural Demolition Plan C103 D.02 Ex.05 Ex.02 D.07 D.08 D.01 D.01 D.05 D.04 D.06 D.09 D.09D.09 EX.07 EX.07 EX.07 EX.07 EX.07 EX.07 D.10 D.01 D.01 D.11 Ex.09 Ex.05 Ex.05 Ex.02 Ex.02 Ex.01 Ex.01 Ex.01 Ex.01 Ex.01 EX.06 EX.06 EX.06 EX.06 Ex.09 Ex.03 Ex.03 1 Mar 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T . . X X X X X X X X X X X X X X X X X X X X X X XXXXXXXX X XX X XXX X X X X X XX X X X X X X X X X X X MA T C H L I N E C 1 1 1 MATCH LINE C111 MA T C H L I N E C 1 1 2 MATCH LINE C112 G 20 ' - 0 " . . X X X X X XX X X XX X X X XX X X X X G G General Notes A.This and any other demolition drawings are not intended to be all-inclusive, nor to define the scope of all demolition work required for this project. Demolition drawings are shown only to aid the contractor in preparing his bid and performing the work. Contractor shall examine all contract documents and visit the site during bidding as required to determine the total extent and scope of the demolition portion of this work. All items that are not required to remain shall be of the demolition work whether shown specifically or not. Contractor shall be responsible for all demolition work required to carry out the work as shown in the contract documents. B.The contractor shall verify all existing site conditions prior to bidding. Coordinate all work affecting adjacent properties with the respective property owners prior to any demolition or construction work. Repair and replace all existing items on adjacent properties damaged or affected during construction to the satisfaction of the property owner. C.Contractor shall enclose the entire area of work with a temporary fence throughout construction - coordinate timing & location with the FM Group. D.There is some existing damaged sidewalk on the church site. Inlcude an additional 250 square feet of city siedwalk replacement in the bid. If the actual area required to be replaced is different than 250 square feet, the difference will be adjusted by change order. E.Since the date of the last survey, there has been yard waste and construction debis dumped onto the the site. The contractor is required to remove and dispose of all waste, debris, and excess dirt and rocks. inspect the site prior to the bid to familiarize yourself with the current site conditions. Existing Item Notes EX.01 Existing street paving to remain. EX.02 Existing curb and gutter to remain. EX.03 Existing catch basin to remain. EX.04 Existing asphalt path to remain. EX.05 Existing street sign to remain. EX.06 Existing utility stub or utility line sign. Modify as necessary for new site work. Coordinate any modifications with the city and / or the utility company with jurisdiction or ownership of the stub, utility line, or sign. EX.07 Existing property line. EX.08 Existing fire hydrant to remain. See Site Survey. EX.09 Existing manhole to remain. Site Notes AR.01 New street light per city standards. See Electrical Site Plan. AR.02 New location of salvaged street light. Install per city standards. See Electrical Site Plan. AR.03 New street paving per city standards as required for utility installation. See Grading and Drainage Plans. AR.04 New street paving per city standards. See Grading and Drainage Plans. AR.05 For work and improvements extending to the north and west, including on adjacent property areas, see Grading and Drainage Plans and Utility Plan. Coordinate all work on adjacent properties with the respective property owners and repair all damaged items and landscaping on adjacent properties as noted in the General Notes. AR.06 New concrete curb and gutter per city standards. See Grading and Drainage Plans. AR.07 New concrete sidewalk per city standards. See Grading and Drainage Plans. AR.08 New concrete drive approach per city standards. See civil details. Remove existing sidewalk, curb, and gutter for new drive approach. AR.09 New concrete sidewalk. See A&H/C501. AR.10 New water meter per city standards. See Utility Plan. AR.11 New fire hydrant per city standards. See Utility Plan. AR.12 New 18'-0" pole light. See D & E/C503 & Electrical Site Plan. AR.13 New asphalt paving - typical. See F/C501. AR.14 New accessible parking sign. See A/C502. AR.15 New accessible access aisle. Paint lines shall be 4" wide, at 45° angle, with 2'-0" spacing. AR.16 New blue & white painted accessible parking symbol - typical. AR.17 New 4" wide painted parking lines - typical. AR.18 New painted access aisle. AR.19 New integral sidewalk, curb, and gutter. See B/C501. See Grading and Drainage Plan for infall / outfall of gutter. AR.20 New concrete curb & gutter - typical. See typical details C501 & infall / outfall notation on the Grading & Drainage Site Plans. AR.21 New concrete control joint. AR.22 New concrete waterway. See civil sheets and detail G/C501 AR.23 New stainless steel bike rack. See M/C501. AR.24 New mechanical enclosure. See A &B/C504 & structural sheets. AR.25 New storage building. See C801. AR.26 New 6'-0" tall masonry dumpster enclosure. See 1 & A/C503. AR.27 New bollard. See B/C502. AR.28 New fire department connection with locking knox plugs - model 3050 or 3043 (verify with fire department). AR.29 New fire alarm control panel location. See A101 and electrical sheets. AR.30 New knox box 3200 series recessed in brick (verify with fire department). AR.31 New 6'-0" tall privacy fence. New 12" wide concrete curb wall under fence. See F/C503. Coordinate top elevation of concrete curb wall with architect. AR.32 End of new fence. AR.33 New gas meter. See plumbing sheets. AR.34 New location of salvaged street sign. See D/C504. Coordinate all reinstallation with city requirements. AR.35 Extend concrete fence apron to back of sidewalk. AR.36 Sloped section of sidewalk at 5% maximum slope. See Grading and Drainage Plans. AR.37 Sloped section of sidewalk at 5% maximum slope. See Grading and Drainage Plans. Transition height of curb at gutter along the entire length of the sloped section as shown. AR.38 New concrete mow strip. See K/C501. AR.39 Sloped section of sidewalk at 5% maximum slope. See Grading and Drainage Plans. Transition height of curb along the entire length of the sloped section as shown. AR.40 New Nyloplast yard drain or clean out box. See Grading & Drainage Site Plans and C/C502. AR.41 4" layers of asphalt over 8" aggregate base in dashed area. AR.42 CT cabinet and Main breaker. See electrical sheets. AR.43 Transition height of curb from full height to even with sidewalk and / or gutter in 5'-0". See E/C501. AR.44 New Storm Drain catch basin, curb inlet box, or other storm drain structure. See civil sheets. AR.45 New concrete curb ramp per city standards. See Grading and Drainage Plans. AR.46 New electrical box per city standards to replace removed box. Pull new electrical wiring as necessary. AR.47 New sewer cleanout. AR.48 New sewer manhole per city and sewer district standards. See Utility Plan. AR.49 New concrete sidewalk to replace asphalt path to city requirements. See Grading and Drainage Plans. AR.50 Pavilion. See pavilion sheets. AR.51 Install owner-furnished drinking fountain. AR.52 Electrical transformer and pad. See electrical sheets. SITE AREAS MAIN BUILDING 31,338 SF 12.73% STORAGE BUILDING 168 SF 0.07% PAVILION 1,800 SF 1.11% ASPHALT 100,117 SF 40.67% CONCRETE 23,868 SF 9.70% LANDSCAPING 90,683 SF 35.73% TOTAL SITE: 246,174 SF 5.65 ACRES TOTAL PARKING PROVIDED:317 Site Data A.Remove all unconsolidated fill and deleterious materials from the entire site prior to construction. B.In all excavation areas, if bedrock is encountered at elevations that prevent the installation of building elements, utilities, etc., remove the bedrock as necessary to properly install building elements and / or utilities with proper fill and bedding as noted. C.In the area of the main building and mechanical enclosures: Overexcavate the entire footprint and 24" beyond the footings at a 1:1 slope down to the top of bedrock. Install 12" minimum imported structural fill above the bedrock beneath footings. Install imported structural fill up to the base course under the building slab. D.In the area of the storage building: Overexcavate the entire footprint and 24" beyond the footings at a 1:1 slope down to the top of bedrock. Install 12" minimum imported structural fill above the bedrock beneath footings. Install imported structural fill up to the base course under the building slab. E.In the area of the pavilion: Overexcavate for footings to allow 12" of structural fill above the bedrock and for the footings to be installed at frost depth. Overexcavate for the slab as necessary to install 12" minimum structural fill below the base course under the pavilion slab. F.Overexcavate and install 12" minimum structural fill below dumpster footings. G.Install 18" crushed rock base beneath sidewalks at building entries, full width of sidewalk and out to the perimeter sidewalk. H.All crushed rock base shall be 3/4" and shall be compacted by procedural compaction. F.Install 6" aggregate base below all site concrete elements unless otherwise noted. G.At asphalt paving: ·See the Site Details for typical asphalt thickness and base material required below typical asphalt paving. ·At the dumpster enclosure, install 6" asphalt paving over 12" minimum aggregate base over 18" subbase in the area 10 feet in front and full width of the dumpster enclosure. For pad and base inside the dumpster enclosure, see Site Details. L.Excavate and backfill at all test pits from geotechnical investigation. Coordinate locations and depths with geotechnical engineer. M.All structural fill shall be imported. N.Install imported structural fill full depth at all utility trenches. O.All topsoil shall be imported. See Landscape Sheets. P.All compacted soils shall be density tested. Q.On-site native soils may be used as fill only in landscape areas. Overexcavation and Fill Notes Pr i n t e d : 3 M a r 2 0 2 3 5: 0 9 P M Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # Da t e De s c r i p t i o n 1 1 M a r 2 0 2 3 Si t e P l a n S u b m i t t a l 10 W a r d S t a k e C e n t e r Re x b u r g I D M a r r i e d S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Co u n t y P a r c e l : RP R 6 N 4 0 E 3 1 5 4 0 0 BH D # : 21 0 9 Da t e : 1 M a r 2 0 2 3 Ow n e r # : 50 1 - 3 5 6 0 Pl a n S e r i e s : 10 W a r d S C Preliminary - Not for Construction Site Architectural Plan C111Scale:1 Site Architectural Plan - North 1" = 20'-0" 0'10'20'40'80' Scale:2 Keyed Plan Not to Scale C112 2 C112 1 AR.38 C111 1 C111 1 EX.03 AR.35 AR.11 EX.02 EX.01 EX.01 EX.03 AR.04 AR.38 Ex.04AR.35 AR.08 AR.43 AR.43 AR.09 AR.12AR.09AR.12 AR.09 AR.24 AR.12 AR.09 AR.23 AR.13 AR.20 AR.17 AR.20 AR.52 AR.42 AR.12 AR.18 AR.20 AR.19 AR.20 AR.13 AR.20 AR.25 AR.27 AR.27 AR.20 AR.12 AR.19 AR.41 AR.22 AR.12 AR.20 AR.22 AR.13AR.16 AR.51 AR.50 AR.14 AR.14 AR.14 AR.14 AR.12 AR.22 AR.18 AR.43 AR.20AR.26 AR.11 AR.20 AR.20 AR.11 AR.22 AR.12 AR.12 AR.12 AR.12 AR.24 AR.14 AR.14 AR.16 AR.16 AR.15 AR.19 AR.13 AR.17 AR.17 AR.17 AR.17 AR.17 AR.20 AR.20 AR.31 AR.22 AR.24 AR.24 AR.31 AR.31 AR.31 AR.31 AR.12 AR.12 AR.12 AR.24 AR.24 AR.14 AR.14 AR.33 AR.16 AR.16 AR.15 AR.18 AR.21 AR.21 AR.21 AR.21 AR.21 AR.21 AR.40 AR.40 AR.40 AR.40 AR.40 AR.40 AR.40 AR.44 AR.44 AR.44 AR.44 AR.44 AR.44 AR.44 AR.44 Ex.01 EX.05 EX.07 AR.31 AR.43 AR.39 AR.39 AR.37 AR.37 AR.36 AR.37 AR.37 AR.37 AR.37 AR.36 AR.39 AR.43 AR.44 AR.39 AR.43 AR.44 AR.32 AR.32 EX.03 EX.09 AR.01 AR.01 AR.10 AR.48 AR.03 AR.03 AR.48 AR.03 EX.05 AR.49 AR.49 AR.49 AR.44 C503 C1-C3 AR.44 AR.44 AR.44 C502 E AR.44 1 Mar 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T CBWSgWÑgdWU>XnÑdSf@>b<ÑghSBBÑSbVÑVf>jWÑS>gBWÑ V>CWbg>cbg CBWSgWÑgdWU>XnÑg>VWlSB@Ñl>Vh=g CBWSgWÑg=clÑgbclÑghcfS<WÑBcUSh>cbgÑl>h=ÑSfWSÑ USBUiBSh>cbg XX X X X X X XXXXXXXXXXX X X X X X X X X X X X X X X X X X X X MA T C H L I N E C 1 1 1 G 20'-0" 20'-0" XXXX X X X X X X X X X X XXXXXXXXXX X X X X X X X X X X XXX X X MATCH LINE C111 XXX X General Notes A.This and any other demolition drawings are not intended to be all-inclusive, nor to define the scope of all demolition work required for this project. Demolition drawings are shown only to aid the contractor in preparing his bid and performing the work. Contractor shall examine all contract documents and visit the site during bidding as required to determine the total extent and scope of the demolition portion of this work. All items that are not required to remain shall be of the demolition work whether shown specifically or not. Contractor shall be responsible for all demolition work required to carry out the work as shown in the contract documents. B.The contractor shall verify all existing site conditions prior to bidding. Coordinate all work affecting adjacent properties with the respective property owners prior to any demolition or construction work. Repair and replace all existing items on adjacent properties damaged or affected during construction to the satisfaction of the property owner. C.Contractor shall enclose the entire area of work with a temporary fence throughout construction - coordinate timing & location with the FM Group. D.There is some existing damaged sidewalk on the church site. Inlcude an additional 250 square feet of city siedwalk replacement in the bid. If the actual area required to be replaced is different than 250 square feet, the difference will be adjusted by change order. E.Since the date of the last survey, there has been yard waste and construction debis dumped onto the the site. The contractor is required to remove and dispose of all waste, debris, and excess dirt and rocks. inspect the site prior to the bid to familiarize yourself with the current site conditions. Existing Item Notes EX.01 Existing street paving to remain. EX.02 Existing curb and gutter to remain. EX.03 Existing catch basin to remain. EX.04 Existing asphalt path to remain. EX.05 Existing street sign to remain. EX.06 Existing utility stub or utility line sign. Modify as necessary for new site work. Coordinate any modifications with the city and / or the utility company with jurisdiction or ownership of the stub, utility line, or sign. EX.07 Existing property line. EX.08 Existing fire hydrant to remain. See Site Survey. EX.09 Existing manhole to remain. Site Notes AR.01 New street light per city standards. See Electrical Site Plan. AR.02 New location of salvaged street light. Install per city standards. See Electrical Site Plan. AR.03 New street paving per city standards as required for utility installation. See Grading and Drainage Plans. AR.04 New street paving per city standards. See Grading and Drainage Plans. AR.05 For work and improvements extending to the north and west, including on adjacent property areas, see Grading and Drainage Plans and Utility Plan. Coordinate all work on adjacent properties with the respective property owners and repair all damaged items and landscaping on adjacent properties as noted in the General Notes. AR.06 New concrete curb and gutter per city standards. See Grading and Drainage Plans. AR.07 New concrete sidewalk per city standards. See Grading and Drainage Plans. AR.08 New concrete drive approach per city standards. See civil details. Remove existing sidewalk, curb, and gutter for new drive approach. AR.09 New concrete sidewalk. See A&H/C501. AR.10 New water meter per city standards. See Utility Plan. AR.11 New fire hydrant per city standards. See Utility Plan. AR.12 New 18'-0" pole light. See D & E/C503 & Electrical Site Plan. AR.13 New asphalt paving - typical. See F/C501. AR.14 New accessible parking sign. See A/C502. AR.15 New accessible access aisle. Paint lines shall be 4" wide, at 45° angle, with 2'-0" spacing. AR.16 New blue & white painted accessible parking symbol - typical. AR.17 New 4" wide painted parking lines - typical. AR.18 New painted access aisle. AR.19 New integral sidewalk, curb, and gutter. See B/C501. See Grading and Drainage Plan for infall / outfall of gutter. AR.20 New concrete curb & gutter - typical. See typical details C501 & infall / outfall notation on the Grading & Drainage Site Plans. AR.21 New concrete control joint. AR.22 New concrete waterway. See civil sheets and detail G/C501 AR.23 New stainless steel bike rack. See M/C501. AR.24 New mechanical enclosure. See A &B/C504 & structural sheets. AR.25 New storage building. See C801. AR.26 New 6'-0" tall masonry dumpster enclosure. See 1 & A/C503. AR.27 New bollard. See B/C502. AR.28 New fire department connection with locking knox plugs - model 3050 or 3043 (verify with fire department). AR.29 New fire alarm control panel location. See A101 and electrical sheets. AR.30 New knox box 3200 series recessed in brick (verify with fire department). AR.31 New 6'-0" tall privacy fence. New 12" wide concrete curb wall under fence. See F/C503. Coordinate top elevation of concrete curb wall with architect. AR.32 End of new fence. AR.33 New gas meter. See plumbing sheets. AR.34 New location of salvaged street sign. See D/C504. Coordinate all reinstallation with city requirements. AR.35 Extend concrete fence apron to back of sidewalk. AR.36 Sloped section of sidewalk at 5% maximum slope. See Grading and Drainage Plans. AR.37 Sloped section of sidewalk at 5% maximum slope. See Grading and Drainage Plans. Transition height of curb at gutter along the entire length of the sloped section as shown. AR.38 New concrete mow strip. See K/C501. AR.39 Sloped section of sidewalk at 5% maximum slope. See Grading and Drainage Plans. Transition height of curb along the entire length of the sloped section as shown. AR.40 New Nyloplast yard drain or clean out box. See Grading & Drainage Site Plans and C/C502. AR.41 4" layers of asphalt over 8" aggregate base in dashed area. AR.42 CT cabinet and Main breaker. See electrical sheets. AR.43 Transition height of curb from full height to even with sidewalk and / or gutter in 5'-0". See E/C501. AR.44 New Storm Drain catch basin, curb inlet box, or other storm drain structure. See civil sheets. AR.45 New concrete curb ramp per city standards. See Grading and Drainage Plans. AR.46 New electrical box per city standards to replace removed box. Pull new electrical wiring as necessary. AR.47 New sewer cleanout. AR.48 New sewer manhole per city and sewer district standards. See Utility Plan. AR.49 New concrete sidewalk to replace asphalt path to city requirements. See Grading and Drainage Plans. AR.50 Pavilion. See pavilion sheets. AR.51 Install owner-furnished drinking fountain. AR.52 Electrical transformer and pad. See electrical sheets. A.Remove all unconsolidated fill and deleterious materials from the entire site prior to construction. B.In all excavation areas, if bedrock is encountered at elevations that prevent the installation of building elements, utilities, etc., remove the bedrock as necessary to properly install building elements and / or utilities with proper fill and bedding as noted. C.In the area of the main building and mechanical enclosures: Overexcavate the entire footprint and 24" beyond the footings at a 1:1 slope down to the top of bedrock. Install 12" minimum imported structural fill above the bedrock beneath footings. Install imported structural fill up to the base course under the building slab. D.In the area of the storage building: Overexcavate the entire footprint and 24" beyond the footings at a 1:1 slope down to the top of bedrock. Install 12" minimum imported structural fill above the bedrock beneath footings. Install imported structural fill up to the base course under the building slab. E.In the area of the pavilion: Overexcavate for footings to allow 12" of structural fill above the bedrock and for the footings to be installed at frost depth. Overexcavate for the slab as necessary to install 12" minimum structural fill below the base course under the pavilion slab. F.Overexcavate and install 12" minimum structural fill below dumpster footings. G.Install 18" crushed rock base beneath sidewalks at building entries, full width of sidewalk and out to the perimeter sidewalk. H.All crushed rock base shall be 3/4" and shall be compacted by procedural compaction. F.Install 6" aggregate base below all site concrete elements unless otherwise noted. G.At asphalt paving: ·See the Site Details for typical asphalt thickness and base material required below typical asphalt paving. ·At the dumpster enclosure, install 6" asphalt paving over 12" minimum aggregate base over 18" subbase in the area 10 feet in front and full width of the dumpster enclosure. For pad and base inside the dumpster enclosure, see Site Details. L.Excavate and backfill at all test pits from geotechnical investigation. Coordinate locations and depths with geotechnical engineer. M.All structural fill shall be imported. N.Install imported structural fill full depth at all utility trenches. O.All topsoil shall be imported. See Landscape Sheets. P.All compacted soils shall be density tested. Q.On-site native soils may be used as fill only in landscape areas. Overexcavation and Fill Notes Pr i n t e d : 3 M a r 2 0 2 3 5: 1 0 P M Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # Da t e De s c r i p t i o n 1 1 M a r 2 0 2 3 Si t e P l a n S u b m i t t a l 10 W a r d S t a k e C e n t e r Re x b u r g I D M a r r i e d S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Co u n t y P a r c e l : RP R 6 N 4 0 E 3 1 5 4 0 0 BH D # : 21 0 9 Da t e : 1 M a r 2 0 2 3 Ow n e r # : 50 1 - 3 5 6 0 Pl a n S e r i e s : 10 W a r d S C Preliminary - Not for Construction Site Architectural Plan C112 Scale:1 Site Architectural Plan - West 1" = 20'-0" Scale:2 Site Architectural Plan - South 1" = 20'-0" 0'10'20'40'80' 0'10'20'40'80' AR.13 AR.20 AR.13 AR.17 AR.17 AR.17 AR.17 AR.18 AR.25 AR.42 AR.52 AR.25 AR.27 AR.27 AR.41 AR.26 AR.16 AR.51 AR.14 AR.14 AR.18 AR.43 AR.21 AR.21 AR.08 AR.12 AR.12 AR.12 AR.31 AR.31 Ex.01 Ex.02 EX.05 AR.02 EX.03 AR.21 AR.38 AR.31 AR.31 AR.31 AR.50 EX.06 AR.35 AR.32 AR.44 AR.44 AR.44 AR.44 AR.44 AR.44 AR.32 AR.04 AR.04 AR.04 AR.48 EX.06 AR.20 AR.19AR.09 EX.06 AR.06 AR.06 AR.06 AR.07 AR.07 AR.07 AR.07 AR.45 AR.46 AR.49 AR.49 AR.49 EX.03 EX.03 AR.05 AR.05 AR.20 AR.48 AR.44 AR.04 AR.32 EX.06 AR.38 AR.35 AR.35 AR.01 EX.06 AR.38 1 Mar 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T . X X X X X X X X X X X X XXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X CO CO EX TOP OF 12" PIPE TO REMAIN EX TOP OF 18" SD CMP PIPE TO REMAIN EX 24" SD PLASTIC PIPE TO REMAIN EX CB TO REMAIN GRATE=4883.00 INV=4878.31 EX CB TO REMAIN GRATE=4880.92 INV=4878.42 EX SDMH TO REMAIN RIM=4882.26 E INV=4878.60 N INV=4878.47 S INV=4878.42 EX 36" SD PLASTIC PIPE TO REMAIN EX INV:4876.96 EX SDMH TO REMAIN RIM=4873.74 E INV=4869.99 W INV=4869.91 EX INV:4875.25 EX 24" SD CMP PIPE TO REMAIN EX SHOULDER TO REMAIN EX CURB & GUTTER TO REMAIN 48 9 0 48 8 8 489 2 489 4 490 0 48 9 4 489 6 489 8 48 8 0 4880 4880 4876 4 8 7 8 4878 4878 48 8 2 48 8 4 48 8 6 EX G R A V E L D R I V E W A Y EX G R A V E L D R I V E W A Y S89° 40' 10"E 165.11' S89° 39' 20"E 86.98' N80° 43' 00"E 316.81' N0 0 ° 1 6 ' 3 0 " W 24 2 . 0 7 ' S89° 43' 30"W 330.00' N0 0 ° 1 6 ' 5 0 " W 18 5 . 7 0 ' N89° 39' 50"W 2649.26' 87.48 EXIST 87.72 EXIST 4 . 3 % 3.2% 1. 5 % 1. 6 % 83.92 EXIST 83.92 EXIST 83.53 EXIST 83.10 EXIST 82.84 EXIST 82.23 EXIST 81.52 EXIST 78.94 EXIST 80.09 EXIST 2.0% 2.4% 2.7% 2.5% 3.0% 83.81 TBC 83.56 TBC 83.31 TBC 82.59 TBC 81.93 TBC 81.34 TBC 78.90 TBC 77.98 EXIST 4. 6 % 0. 6 % 1. 5 % 1.9% 3.7%1.5% 1.3%1.6% 4.8%1.7% 4. 6 % 4. 6 % 1. 5 % 1. 5 % 3.6% 2. 0 % 1.9% 2.0% 1.9% 1. 9 % 4.6% 3.5 % 4.2% 4.8% 4.0 % 3.9 % 0.5% 1. 8 % 1.8% 1.8% 1.8% 3.3% 3.5% 2. 7 % 2.8% 2 . 2 % 1. 8 % 1.6% 2 . 9 % 1.5% 1.5% 6.4% 4.3% 2.9% 0. 5 % 1. 0 % 2. 2 % 1. 7 % 84.00 EXIST 86.00 EXIST 88.00 EXIST 90.00 EXIST 92.29 EXIST 94.21 EXIST 84.28 EXIST 86.00 EXIST 88.20 EXIST 86.00 EXIST 84.00 EXIST 82.65 TOA 82.29 TOA 3.7%1.1%1. 9 % 1.6% 4.5% 82.46 TBC 82.40 TBC 82.34 TOC 82.46 TOC 82.03 TOC 83.91 TOC 83.66 TOC 83.41 TOC 81.90 TOC 78.50 TOC 78.04 TOC 78.00 EXIST 83.10 TBC 91.00 TBC 90.75 TBC 90.50 TBC 91.58 TBC 92.65 TBC 92.75 TBC 92.85 TBC 93.00 TBC 94.00 TBC 93.70 TBC 93.70 TBC 93.74 TBC 93.25 TOC 93.41 TOC 93.71 TOC 93.55 TOC 94.05 TBC 94.10 TBC 94.20 TBC 94.50 TBC 2 . 2 % 92.50 TBC 92.20 TBC 92.60 TBC 92.60 TBC 85.76 TOC 90.18 TOC 90.45 TBC 90.60 TBC 90.50 TBC 90.48 TBC 90.34 TBC 90.15 TBC 89.75 TBC 88.85 TBC 88.25 TBC 88.75 TBC 88.75 TBC 88.25 TBC 92.10 TBC 92.70 TBC 93.00 TBC 93.73 TOC 92.20 TOC 93.80 TOC 95.42 TOC 95.50 TOC 95.00 FG 93.15 TBC 92.99 TBC 92.75 TBC 92.55 TBC 92.35 TBC 91.75 TBC 91.49 TBC 90.70 TBC 92.83 TBC 92.34 TBC 92.08 TBC 91.30 TBC 93.70 TBC 93.75 TBC 94.10 TOC 94.10 TOC 93.66 TBC 93.58 TBC 93.55 TBC 93.65 TBC 94.22 TOC 95.50 TOC 95.42 TOC 95.50 TOC 95.42 TOC 95.50 TOC 95.42 TOC 95.00 FG 95.00 FG 95.00 FG 95.50 TOC 95.42 TOC 97.75 TOC 98.00 TOC 95.70 TBC 94.65 TOC 95.20 TOC 95.40 TOC 94.90 TOC 95.08 TBC 94.78 TBC 95.26 TOC 93.82 TOA 94.45 TOA 94.90 TOC 95.40 TOC 94.45 TOA 94.78 TBC 95.28 TOC 95.15 TOC 95.05 TOC 94.60 TOC 94.93 TBC 94.10 TOA [ 91 ] [ 86 ] [ 8 4 ] [ 8 3 ] SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD NEW SD CATCH BASIN GRATE: 4893.25' IE: 4889.75' NEW SD CURB INLET BOX GRATE: 4890.00' IE: 4887.00' NEW 72 LF 18" HDPE @ 2.55% SLOPE NEW SD CO BOX GRATE: 4890.00' IE: 4884.48' NEW 46 LF 12" HDPE @ 5.82% SLOPE NEW SD CURB INLET BOX GRATE: 4891.84' IE: 4888.34' NEW 118 LF 12" HDPE @ 3.27% SLOPE NEW SD CURB INLET BOX GRATE: 4887.75' IE: 4884.30' NEW 28 LF 12" HDPE @ 0.35% SLOPE NEW SD CURB INLET BOX GRATE: 4887.75' IE: 4884.40' NEW 223 LF 12" HDPE @ 1.16% SLOPE NEW SD CURB INLET BOX GRATE: 4881.84' IE: 4878.84' NEW SD CO BOX SOLID LID: 4888.33' 18" (N): 4882.50' ISOLATER (S): 4880.50' MANIFOLD (E): 4881.50' SD SD SD SD SD SD SD SD SD SD 12" AREA DRAIN GRATE: 4893.75' I.E.: 4890.75' 23 L.F. NEW 8" HDPE @ 16.00% 169 L.F. NEW 8" HDPE @ 0.50% 12" AREA DRAIN GRATE: 4894.00' I.E.: 4889.90' 92 L.F. NEW 8" HDPE @ 0.50% 12" AREA DRAIN GRATE: 4893.25' I.E.: 4889.44' 3.4% 4.7% 3 STEPS 93.92 TOC 1. 7 % 94.80 TOA 0.8%1.1% 1.7 %2.2 % 2. 2 % 2.9% 4. 1 % SECTION LINE SECTION LINE NEW RIGHT-OF-WAY LINE20.00' 20.00' 20.00' SECTION LINE NEW RIGHT-OF-WAY LINE NEW 47 LF 18" HDPE @ 0.35% SLOPE NEW 26 LF 18" HDPE @ 6.90% SLOPE NEW 175 LF 18" PERFORATED HDPE @ 0.50% SLOPE 77.84 EXIST 77.45 EXIST 1.8% 77.87 EXIST 2.5% 2.7% 3. 0 % 1.8 % SD NEW SD CURB DOUBLE INLET BOX GRATE: 4877.00' IE: 4873.50' 78.32 TBC 77.50 TBC REPLACE EXISTING TYPE 8 INLET WITH NEW SD CO BOX SOLID LID: 4877.55' EX IE (W): MATCH EX / APPROX 4872.80' EX IE (E): MATCH EX / APPROX 4872.50' NEW IE (N): MATCH EX IE (W) / 4872.80' 84.20 EXIST 83.60 EXIST 83.30 EXIST 82.90 EXIST 82.30 EXIST 81.30 EXIST 80.50 EXIST 79.60 EXIST 79.20 EXIST 77.80 EXIST NEW 12 LF 18" RCP @ 5.83% SLOPE 1. 9 % ROAD TO BE WIDENED AS SHOWN ROAD TO BE WIDENED AS SHOWN 81.73 TOC 81.39 TOC 79.95 TOC NEW ADA RAMP PER CITY CITY STANDARDS 78.00 TBC 77.85 TBC 79.36 EXIST 79.71 EXIST EX ASPHALT TRAIL TO BE REPLACED WITH NEW CONCRETE TRAIL EX ASPHALT TRAIL TO BE REPLACED WITH NEW CONCRETE TRAIL 79.71 TOC 79.36 TOC 80.32 EXIST 80.32 TOC 81.83 EXIST 81.83 TOC 83.07 EXIST 83.07 TOC 84.34 EXIST 84.34 TOC 85.47 EXIST 85.47 TOC 86.57 EXIST 86.57 TOC 88.62 EXIST 88.62 TOC 91.48 EXIST 91.48 TOC S S S S INSPECTION PORT 167.50' TP B4 EX SURFACE: 4897.75' BEDROCK: 4894.25' TP B1 EX SURFACE: 4891.00' BEDROCK: 4886.50' TP 2 EX SURFACE: 4889.50' BEDROCK: 4885.50' TP 4 EX SURFACE: 4892.50' BEDROCK: 4887.75' TP 5 EX SURFACE: 4894.00' BEDROCK: 4889.75' TP 1 EX SURFACE: 4887.00' BEDROCK: 4882.25' TP 3 EX SURFACE: 4889.00' BEDROCK: 4887.00' TP 7 EX SURFACE: 4893.00' BEDROCK: 4888.25' TP 6 EX SURFACE: 4886.00' BEDROCK: 4881.75' 7 STEPS 92.00 TOC 88.50 TOC 93.10 TOC 93.10 TOC 93.10 TOC NEW SD CURB INLET BOX GRATE: 4891.84' IE: 4888.84' NEW 72 LF 18" HDPE @ 1.26% SLOPE 3.9 % 4.4% NEW SD CATCH BASIN GRATE: 4887.75' IE (E): 4884.75' IE (S): 4885.75' SD SD SD TP 9 EX SURFACE: 4899.50' BEDROCK: 4896.50' SD SD SDNEW 76 LF 12" HDPE @ 0.35% SLOPE 92.34 TBC SD SD SD SD SD SD SD SD SD NEW 12 LF 12" HDPE @ 0.75% SLOPE I.E. = 4878.75' 81.25 FG 78.75 FG 81.25 FG 79.75 FG I.E. = 4879.75' NEW 12 LF 12" HDPE @ 0.75% SLOPE POND BERM / HIGHWATER = 4881.25' POND 100 YR OVERFLOW I.E. = 4879.75' 96.95 TOC 96.85 TOC 96.50 TOC 95.70 TOC 96.60 TOC 4.8% 4.8% 5. 0 % GENERAL NOTES: SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE SOILS REPORT (IF AVAILABLE). THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ALL SOFT, YIELDING OR UNSUITABLE MATERIALS AND REPLACING WITH SUITABLE MATERIALS AS SPECIFIED IN THE SOILS REPORT. ALL EXCAVATED OR FILLED AREAS SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM TEST D-1557 EXCEPT UNDER BUILDING FOUNDATION WHERE IT SHALL BE 98% MIN. OF MAXIMUM DENSITY. MOISTURE CONTENT AT TIME OF PLACEMENT SHALL NOT EXCEED 2% ABOVE NOR 3% BELOW OPTIMUM. CONTRACTOR SHALL SUBMIT A COMPACTION REPORT PREPARED BY A QUALIFIED REGISTERED SOILS ENGINEER, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED, HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS & SPECS AND THE RECOMMENDATIONS SET FORTH IN THE SOILS REPORT. THE CONTRACTOR IS TO USE BEST MANAGEMENT PRACTICES FOR PROVIDING EROSION CONTROL FOR CONSTRUCTION OF THIS PROJECT. SPECIFIC DETAILS SHOWN ON SHEET C2.10 SHALL BE USED IN COMBINATION WITH OTHER ACCEPTED LOCAL PRACTICES. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THOSE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF CONTRACTOR'S FAILURE TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. ALL ELEVATIONS SHOWN AT TOP AND BOTTOM OF WALL(S), IF ANY, ARE ELEVATIONS AT FINISH GRADE, UNLESS OTHERWISE NOTED. TEST PIT SURFACE AND BEDROCK ELEVATION INFORMATION ADDED TO THE PLANS BASED ON THE GEOTECHNICAL REPORT FROM ASPEN ENGINEERING, AND PROPOSED ELEVATIONS HAVE BEEN DESIGNED USING THAT ELEVATION INFORMATION. ACTUAL BEDROCK ELEVATION INFORMATION SHOULD BE FIELD VERIFIED TO ENSURE ACCURACY. KEYED NOTES: PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED AND THE DETAILS NOTED AND AS SHOWN ON THE CONSTRUCTION DRAWINGS: GRADE SITE TO ELEVATIONS AND CONTOURS SHOWN ON PLAN. STORM DRAIN CURB INLET WITH HEAVY DUTY BICYCLE SAFE GRATE, PER STANDARD CHURCH DETAIL, SEE DETAIL 'M', SHEET C521. 12" SQUARE SECURABLE NYLOPLAST YARD DRAIN, PER STANDARD CHURCH DETAIL, SEE DETAIL 'L", SHEET C521. STORM DRAIN PIPE. SEE PLAN FOR LENGTH, SIZE, TYPE AND SLOPE. SEE ISPWC DRAWING SD-301, FOR TRENCHING DETAIL. ROOF DRAIN DOWNSPOUT LOCATION. DOWNSPOUT TO BE PER STANDARD CHURCH DETAIL. TAPER LAST 3' OF CURB TO MATCH SIDEWALK HEIGHT, PER STANDARD CHURCH DETAIL. STORMTECH MC-7200 CHAMBERS OR EQUIVALENT SYSTEM APPROVED PRIOR TO BIDDING. SYSTEM AS SHOWN ON PLANS ALL PROVIDED BY THE CONTRACTOR. STORMTECH CHAMBER HAS RETENTION OF 35,950 C.F. REQUIRED RETENTION = 35,016 C.F. SEE DETAIL ON SHEET C571. SHOP DRAWINGS PROVIDED BY MANUFACTURER PRIOR TO BIDDING AND CONSTRUCTION. TO INCLUDE INSPECTION PORT LANDING AREAS TO HAVE 2% MAXIMUM SLOPE AWAY FROM BUILDING ADA PARKING STALL, TOA (TOP OF ASPHALT) SPOT GRADES ARE TO BE STAKED TO ENSURE SLOPE WITHIN ADA PARKING STALL REMAINS UNDER 2.0% MAX. SLOPE. STORM DRAIN CLEANOUT BOX WITH HEAVY DUTY PEDESTRIAN SAFE LID. 6" HDPE PIPE FROM ROOF DRAIN. STORM DRAIN CATCH BASIN WITH HEAVY DUTY BICYCLE SAFE GRATE. 1 3 5 6 SCALE: 1" = NORTH 20' 0 10'20'40'60' 4 8 9 10 11 2 7 COMMON GRADING ABBREVIATIONS: SEE SHEET C0.01 FOR ADDITIONAL ABBREVIATIONS -BFE BASEMENT FLOOR ELEVATION -BW FINISH GRADE AT BOTTOM OF WALL -EX or EXIST EXISTING -EOA EDGE OF ASPHALT -EOC EDGE OF CONCRETE -FFE FINISH FLOOR ELEVATION -FG FINISH GRADE -FL FLOW LINE -GB GRADE BREAK -HP HIGH POINT -LP LOW POINT -NG NATURAL GROUND -SDCB STORM DRAIN CATCH BASIN -SDCO STORM DRAIN CLEANOUT BOX -SDDB STORM DRAIN DRAIN BASIN -SDMH STORM DRAIN MANHOLE -TBC TOP BACK OF CURB -TOA TOP OF ASPHALT -TOC TOP OF CONCRETE -TOG TOP OF GRATE -TOW TOP OF WALL -TW FINISH GRADE AT TOP OF WALL -WW WATERWAY Pr i n t e d : 24 F e b 2 0 2 3 5: 0 4 P M Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # Da t e De s c r i p t i o n 10 W a r d S t a k e C e n t e r Re x b u r g I D M a r r i e d S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Co u n t y P a r c e l : RP R 6 N 4 0 E 3 1 5 4 0 0 BH D # : 21 0 9 Da t e : 1 N o v 2 0 2 2 Ow n e r # : 50 1 - 3 5 6 0 Pl a n S e r i e s : 10 W a r d S C PR O J E C T N O : 2 2 3 5 4 10 9 9 9 8 8 8 8 8 7 7 6 4 4 4 4 4 4 4 4 2 4 3 3 3 12 2 2 2 2 4 12 10 Grading and Drainage Plan C121 4 4 4 4 4 . . X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X XXX COCO CO CO EX TOP OF 18" SD CMP PIPE TO REMAIN EX 24" SD PLASTIC PIPE TO REMAIN EX CB TO REMAIN GRATE=4883.00 INV=4878.31 EX SDMH TO REMAIN RIM=4900.31 S INV=4896.13 E INV=4895.97 W INV=4895.87 EX CB TO REMAIN GRATE=4900.59 INV=4897.32 EX SHOULDER TO REMAIN EX CURB & GUTTER TO REMAIN 4 9 0 0 489 2 489 4 4 8 9 6 4 8 9 8 4 9 0 2 4 9 0 4 48 9 4 489 6 EX G R A V E L D R I V E W A Y EX G R A V E L D R I V E W A Y EX 10' ASPHALT PATHWAY TO BE REPLACED N80° 43' 00"E 316.81' L=332.08, R=1141.52 CB=S15° 32' 02"W C=330.915 ∆=016°40'05" L =1 8 6 .0 6 ,R =1 3 3 5 .0 0 C B =N 8 4 °4 3 '0 2 "E C =1 8 5 .9 1 ∆=0 0 7 °5 9 '0 7 " S0 0 ° 1 6 ' 3 0 " E 30 4 . 5 0 ' 87.48 EXIST 87.72 EXIST 96.25 EXIST 96.73 EXIST 4 . 3 % 3.2%3.6% 1 . 2 % 1. 5 % 1. 0 % 1. 6 % 1. 6 % 99.11 EXIST 96.34 EXIST 4. 6 % 0. 6 % 1. 5 % 1.9% 3.6% 2. 3 % 4. 1 % 3.7%1.5% 1.3%1.6% 4.8%1.7% 4. 6 % 4. 6 % 1. 5 % 1. 5 % 0. 7 % 3.6%4.0% 1.6%3.0% 1.9%2.3% 2. 0 % 2. 0 % 1.9% 2.0% 1.9% 1. 9 % 1. 9 % 1.8% 2.0% 2.0% 2. 9 % 4. 5 % 4.6% 4.8% 1.8% 1.8% 1.8% 3.3% 2.8% 2 . 2 % 2.7%2. 3 % 3.1 % 1. 8 % 1.6% 1. 5 % 2 . 9 % 3.0 % 3.4 % 3.5 % 3.6 % 3.5% 3.8% 3.7% 3.3% 3.9% 3.8% 1.4% 2. 8 % 3 . 2 % 7. 9 % 1.5% 6.4% 5.5% 7.6% 9.1% 14.5% 10.9% 9.3% 8.4% 10.0 % 2 1 . 9 % 15.4 % 3 0 . 6 % 4.3% 94.21 EXIST 1.06 EXIST 2.00 EXIST 3.79 EXIST 2.72 EXIST 2.00 EXIST 0.00 EXIST 2.00 EXIST 4.00 EXIST 4.5% 3. 1 % 94.00 TBC 93.70 TBC 93.70 TBC 93.74 TBC 93.25 TOC 93.41 TOC 93.71 TOC 93.55 TOC 94.05 TBC 94.10 TBC 94.20 TBC 94.50 TBC 2 . 2 % 92.50 TBC 92.20 TBC 92.60 TBC 92.60 TBC 92.10 TBC 92.70 TBC 93.00 TBC 93.73 TOC 92.20 TOC 93.80 TOC 95.35 TOC 97.27 TOC 95.42 TOC 95.50 TOC 95.50 TOC 95.42 TOC 95.00 FG 95.00 FG95.00 FG 93.15 TBC 92.99 TBC 92.75 TBC 92.55 TBC 92.35 TBC 91.75 TBC 91.49 TBC 90.70 TBC 92.83 TBC 92.34 TBC 92.08 TBC 91.30 TBC 93.70 TBC 93.75 TBC 94.10 TOC 94.10 TOC 93.66 TBC 93.58 TBC 93.55 TBC 93.65 TBC 94.22 TOC 95.50 TOC 95.42 TOC 95.50 TOC 95.42 TOC 95.50 TOC 95.42 TOC 95.00 FG 95.00 FG 95.00 FG 95.00 FG 95.00 FG 95.00 FG 95.50 TOC 95.42 TOC 95.50 TOC 95.50 TOC 95.42 TOC 95.50 TOC 95.42 TOC 97.75 TOC 98.00 TOC 97.75 TOC 95.70 TBC 95.75 TBC 0.29 TBC 94.65 TOC 95.20 TOC 95.40 TOC 94.90 TOC 95.08 TBC 94.78 TBC 95.26 TOC 93.82 TOA 94.45 TOA 94.90 TOC 95.40 TOC 94.45 TOA 94.78 TBC 95.28 TOC 95.15 TOC 95.05 TOC 94.60 TOC 94.65 TOC 95.35 TOC 97.05 TOC 94.93 TBC 95.03 TBC 94.53 TOC 94.10 TOA 94.25 TOA 97.05 TOC 97.05 TOC 96.35 TBC 96.35 TBC 96.70 TBC 96.82 TBC 96.94 TBC 96.94 TBC 94.95 TOC 94.83 TBC 98.15 TBC 97.36 TBC 97.14 TBC 96.39 TBC 96.18 TBC 96.00 TBC 96.51 TBC 96.71 TBC 97.30 TBC 97.60 TBC 97.02 TBC 96.83 TBC 96.34 TBC 96.51 TBC 96.73 TBC 97.48 TBC 97.69 TBC 98.50 TBC 0.04 TBC 0.04 TBC 0.39 TBC 98.54 TBC 0.25 TBC 99.65 TBC 99.65 TBC 99.90 TBC 98.35 TBC 98.05 TBC 97.85 TBC 97.24 TBC 99.00 TOC 96.65 TOC 96.90 TBC 97.15 TOC 95.03 TOC 95.15 TOC 95.65 TOC 95.53 TOC 94.80 TOA [ 4 ] [ 2 ] [ 9 9 ] [ 9 8 ] [ 9 9 ] [ 9 7 ] [ 9 7 ] [ 91 ] NEW SD CURB INLET BOX GRATE: 4896.34' IE: 4892.84' SD SD NEW SD CATCH BASIN GRATE: 4893.90' IE: 4890.40' NEW 53 LF 12" HDPE @ 4.60% SLOPESD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD NEW SD CURB INLET BOX GRATE: 4897.19' IE: 4893.69' NEW 99 LF 12" HDPE @ 0.86% SLOPE NEW 141 LF 12" HDPE @ 0.35% SLOPE NEW SD CATCH BASIN GRATE: 4893.25' IE: 4889.75' NEW 176 LF 12" HDPE @ 2.93% SLOPE NEW 72 LF 18" HDPE @ 2.55% SLOPE NEW SD CO BOX GRATE: 4890.00' IE: 4884.48' NEW SD CURB INLET BOX GRATE: 4891.84' IE: 4888.34' NEW 118 LF 12" HDPE @ 3.27% SLOPE 12" AREA DRAIN GRATE: 4894.50' I.E.: 4890.21' SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 12" AREA DRAIN GRATE: 4894.50' I.E.: 4890.68' 94 L.F. NEW 8" HDPE @ 0.50% 80 L.F. NEW 8" HDPE @ 0.50% 12" AREA DRAIN GRATE: 4894.50' I.E.: 4891.08' 83 L.F. NEW 8" HDPE @ 0.50% 12" AREA DRAIN GRATE: 4894.50' I.E.: 4891.50' 12" AREA DRAIN GRATE: 4893.75' I.E.: 4890.75' 23 L.F. NEW 8" HDPE @ 16.00% 169 L.F. NEW 8" HDPE @ 0.50% 12" AREA DRAIN GRATE: 4894.00' I.E.: 4889.90' 92 L.F. NEW 8" HDPE @ 0.50% 12" AREA DRAIN GRATE: 4893.25' I.E.: 4889.44' 96.40 TOA 3.4% 4.7% 3 STEPS 93.92 TOC 95.00 TOC 95.45 TOC 94.50 TOA 2. 5 % 0. 9 % 94.88 TOC 95.33 TBC 1.9% 1. 9 % 1. 1 % 2. 0 % 2.0 % 2.0% 2.0% 93.70 TBC 1. 4 % 1. 6 % 1. 7 % 3.2 % 3.8% 1. 5 % 95.42 TOC 3.6% 95.15 TOC 3 0 . 8 % 1 . 8 % 1. 7 % 1. 6 % 95.05 TOA 94.80 TOA 2.3%0.8%1.1% 1.7 %2.2 % 2. 2 % 2.9% NEW 47 LF 18" HDPE @ 0.35% SLOPE EX ASPHALT TRAIL TO BE REPLACED WITH NEW CONCRETE TRAIL EX ASPHALT TRAIL TO BE REPLACED WITH NEW CONCRETE TRAIL 85.47 EXIST 85.47 TOC 86.57 EXIST 86.57 TOC 88.62 EXIST 88.62 TOC 91.48 EXIST 91.48 TOC 93.54 EXIST 93.54 TOC 95.15 EXIST 95.15 TOC 97.17 EXIST 97.17 TOC 99.21 EXIST 99.21 TOC 5.04 TOC S SCURB AND GUTTER TO BE REPLACED @ NEW DRIVE APPROACH 6.33 EXIST 6.33 TOC END OF NEW CONCRETE TRAIL 23.26' TP 14 EX SURFACE: 4901.50' BEDROCK: 4897.50' TP 15 EX SURFACE: 4898.00' BEDROCK: 4894.50' TP B2 EX SURFACE: 4894.00' BEDROCK: 4888.85' TP 13 EX SURFACE: 4897.50' BEDROCK: 4891.00' TP 12 EX SURFACE: 4901.50' BEDROCK: 4895.35' TP B5 EX SURFACE: 4900.50' BEDROCK: 4896.00' TP B3 EX SURFACE: 4895.50' BEDROCK: 4891.00' TP B4 EX SURFACE: 4897.75' BEDROCK: 4894.25' TP B1 EX SURFACE: 4891.00' BEDROCK: 4886.50' TP 2 EX SURFACE: 4889.50' BEDROCK: 4885.50' TP 4 EX SURFACE: 4892.50' BEDROCK: 4887.75' TP 5 EX SURFACE: 4894.00' BEDROCK: 4889.75' EX SURFACE: 4887.00' BEDROCK: 4882.25' EX SURFACE: 4889.00' BEDROCK: 4887.00' 3.6% 5.4% 96.85 TBC 97.80 TBC 3.1 % 97.54 TBC 7 STEPS 92.00 TOC 88.50 TOC NEW SD CURB INLET BOX NEW 72 LF 18" HDPE @ 1.26% SLOPE 4.4% 94.00 TOA NEW SD CATCH BASIN GRATE: 4887.75' IE (E): 4884.75' IE (S): 4885.75' SD SD SD SD SD SD SD 20 L.F. NEW 8" HDPE @ 6.25% I.E.= 4888.96' SD SD SDNEW 76 LF 12" HDPE @ 0.35% SLOPE 92.34 TBC 97.65 TOC96.95 TOC 96.85 TOC 96.50 TOC 95.70 TOC 95.80 TOC96.60 TOC 4.8% 4.8% 5. 0 % 4.5% 0 . 9 % 98.50 TBC NEW SD CATCH BASIN GRATE: 4896.30' IE: 4889.90' NEW SD CURB INLET BOX GRATE: 4896.65' IE: 4893.00' S D S DNEW 57 LF 12" HDPE @ 5.44% SLOPE 0 . 7 % GENERAL NOTES: SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE SOILS REPORT (IF AVAILABLE). THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ALL SOFT, YIELDING OR UNSUITABLE MATERIALS AND REPLACING WITH SUITABLE MATERIALS AS SPECIFIED IN THE SOILS REPORT. ALL EXCAVATED OR FILLED AREAS SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM TEST D-1557 EXCEPT UNDER BUILDING FOUNDATION WHERE IT SHALL BE 98% MIN. OF MAXIMUM DENSITY. MOISTURE CONTENT AT TIME OF PLACEMENT SHALL NOT EXCEED 2% ABOVE NOR 3% BELOW OPTIMUM. CONTRACTOR SHALL SUBMIT A COMPACTION REPORT PREPARED BY A QUALIFIED REGISTERED SOILS ENGINEER, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED, HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS & SPECS AND THE RECOMMENDATIONS SET FORTH IN THE SOILS REPORT. THE CONTRACTOR IS TO USE BEST MANAGEMENT PRACTICES FOR PROVIDING EROSION CONTROL FOR CONSTRUCTION OF THIS PROJECT. SPECIFIC DETAILS SHOWN ON SHEET C2.10 SHALL BE USED IN COMBINATION WITH OTHER ACCEPTED LOCAL PRACTICES. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THOSE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF CONTRACTOR'S FAILURE TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. ALL ELEVATIONS SHOWN AT TOP AND BOTTOM OF WALL(S), IF ANY, ARE ELEVATIONS AT FINISH GRADE, UNLESS OTHERWISE NOTED. TEST PIT SURFACE AND BEDROCK ELEVATION INFORMATION ADDED TO THE PLANS BASED ON THE GEOTECHNICAL REPORT FROM ASPEN ENGINEERING, AND PROPOSED ELEVATIONS HAVE BEEN DESIGNED USING THAT ELEVATION INFORMATION. ACTUAL BEDROCK ELEVATION INFORMATION SHOULD BE FIELD VERIFIED TO ENSURE ACCURACY. KEYED NOTES: PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED AND THE DETAILS NOTED AND AS SHOWN ON THE CONSTRUCTION DRAWINGS: GRADE SITE TO ELEVATIONS AND CONTOURS SHOWN ON PLAN. STORM DRAIN CURB INLET WITH HEAVY DUTY BICYCLE SAFE GRATE, PER STANDARD CHURCH DETAIL, SEE DETAIL 'M', SHEET C521. 12" SQUARE SECURABLE NYLOPLAST YARD DRAIN, PER STANDARD CHURCH DETAIL, SEE DETAIL 'L", SHEET C521. STORM DRAIN PIPE. SEE PLAN FOR LENGTH, SIZE, TYPE AND SLOPE. SEE ISPWC DRAWING SD-301, FOR TRENCHING DETAIL. ROOF DRAIN DOWNSPOUT LOCATION. DOWNSPOUT TO BE PER STANDARD CHURCH DETAIL. TAPER LAST 3' OF CURB TO MATCH SIDEWALK HEIGHT, PER STANDARD CHURCH DETAIL. STORMTECH MC-7200 CHAMBERS OR EQUIVALENT SYSTEM APPROVED PRIOR TO BIDDING. SYSTEM AS SHOWN ON PLANS ALL PROVIDED BY THE CONTRACTOR. STORMTECH CHAMBER HAS RETENTION OF 38,892 C.F. REQUIRED RETENTION = 37,896 C.F. SEE DETAIL ON SHEET C571. SHOP DRAWINGS PROVIDED BY MANUFACTURER PRIOR TO BIDDING AND CONSTRUCTION. TO INCLUDE INSPECTION PORT. LANDING AREAS TO HAVE 2% MAXIMUM SLOPE AWAY FROM BUILDING ADA PARKING STALL, TOA (TOP OF ASPHALT) SPOT GRADES ARE TO BE STAKED TO ENSURE SLOPE WITHIN ADA PARKING STALL REMAINS UNDER 2.0% MAX. SLOPE. STORM DRAIN CLEANOUT BOX WITH HEAVY DUTY PEDESTRIAN SAFE LID. 6" HDPE PIPE FROM ROOF DRAIN. STORM DRAIN CATCH BASIN WITH HEAVY DUTY BICYCLE SAFE GRATE. 1 3 5 6 4 8 9 10 11 2 7 COMMON GRADING ABBREVIATIONS: SEE SHEET C0.01 FOR ADDITIONAL ABBREVIATIONS -BFE BASEMENT FLOOR ELEVATION -BW FINISH GRADE AT BOTTOM OF WALL -EX or EXIST EXISTING -EOA EDGE OF ASPHALT -EOC EDGE OF CONCRETE -FFE FINISH FLOOR ELEVATION -FG FINISH GRADE -FL FLOW LINE -GB GRADE BREAK -HP HIGH POINT -LP LOW POINT -NG NATURAL GROUND -SDCB STORM DRAIN CATCH BASIN -SDCO STORM DRAIN CLEANOUT BOX -SDDB STORM DRAIN DRAIN BASIN -SDMH STORM DRAIN MANHOLE -TBC TOP BACK OF CURB -TOA TOP OF ASPHALT -TOC TOP OF CONCRETE -TOG TOP OF GRATE -TOW TOP OF WALL -TW FINISH GRADE AT TOP OF WALL -WW WATERWAY Pr i n t e d : 24 F e b 2 0 2 3 5: 0 4 P M Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # Da t e De s c r i p t i o n 10 W a r d S t a k e C e n t e r Re x b u r g I D M a r r i e d S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Co u n t y P a r c e l : RP R 6 N 4 0 E 3 1 5 4 0 0 BH D # : 21 0 9 Da t e : 1 N o v 2 0 2 2 Ow n e r # : 50 1 - 3 5 6 0 Pl a n S e r i e s : 10 W a r d S C PR O J E C T N O : 2 2 3 5 4 8 9 9 9 9 9 9 9 8 8 8 8 8 8 8 6 4 4 4 4 4 4 4 4 4 4 4 3 3 3 3 3 3 3 2 12 12 2 2 12 Grading and Drainage Plan C122 SCALE: 1" = NORTH 20' 0 10'20'40'60' 4 12 4 2 cOÑ[gÑfiEcXXÑXfc`ÑX[W_VÑT W[EYÑZSEV_WV X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX CO CO 48 9 0 48 8 8 489 2 490 0 48 9 4 489 6 489 8 490 2 4904 4906 490 8 S0 0 ° 1 6 ' 3 0 " E 26 1 8 . 1 1 ' N0 0 ° 1 6 ' 3 0 " W 24 2 . 0 7 ' S89° 43' 30"W 330.00' N0 0 ° 1 6 ' 3 0 " W 13 2 . 0 0 ' S89° 43' 30"W 330.00' L=332.08, R=1141.52 CB=S15° 32' 02"W C=330.915 ∆=016°40'05" 84.71 EXIST 83.92 EXIST 83.92 EXIST 83.53 EXIST 83.10 EXIST 82.84 EXIST 82.23 EXIST 2.0% 2.4% 2.7% 3.0% 83.81 TBC 83.56 TBC 83.31 TBC 82.59 TBC 81.93 TBC 1. 5 % 1.9% 3.6% 2. 3 % 4. 6 % 1. 5 % 1. 5 % 0. 7 % 3.6%4.0% 1.9% 1. 9 % 1. 9 % 1.8%4.0 % 3.9 % 0.5% 1. 8 % 1.8% 3.3% 3.5% 2. 7 % 2.8% 2 . 2 % 2.7%2. 3 % 3.1 % 1. 8 % 1.6% 1. 5 % 2 . 9 % 3.0 % 3.4 % 7. 9 % 1.5% 1.5% 1.5% 1.5% 8 . 1 % 1 2 . 5 % 20.6% 3. 0 % 10.0 % 2 1 . 9 % 15.4 % 3 0 . 6 % 15.7% 2.9% 0. 5 % 1. 0 % 1. 7 % 84.00 EXIST 86.00 EXIST 88.00 EXIST 90.00 EXIST 92.29 EXIST 94.21 EXIST 96.00 EXIST 98.00 EXIST 98.76 EXIST 2.00 EXIST 4.00 EXIST 6.00 EXIST 7.07 EXIST 6.00 EXIST 4.00 EXIST 2.00 EXIST 1.06 EXIST 2.00 EXIST 3.79 EXIST 82.65 TOA 82.29 TOA 3.7%1.1%1. 9 % 1.6% 4.5% 3. 1 % 82.46 TBC 82.40 TBC 82.34 TOC 82.03 TOC 83.91 TOC 83.66 TOC 83.41 TOC 83.10 TBC 91.00 TBC 90.75 TBC 90.50 TBC 91.58 TBC 92.65 TBC 92.75 TBC 92.85 TBC 93.00 TBC 94.00 TBC 93.70 TBC 93.70 TBC 93.74 TBC 93.25 TOC 93.41 TOC 93.71 TOC 93.55 TOC 94.05 TBC 94.10 TBC 94.20 TBC 94.50 TBC 2 . 2 % 92.50 TBC 92.20 TBC 92.60 TBC 92.60 TBC 85.76 TOC 90.18 TOC 90.45 TBC 90.60 TBC 90.50 TBC 90.48 TBC TBC 93.15 TBC 92.99 TBC 92.75 TBC 92.55 TBC 93.70 TBC 93.75 TBC 94.10 TOC 94.10 TOC 93.66 TBC 93.58 TBC 93.55 TBC 93.65 TBC 94.22 TOC 95.00 FG 95.00 FG 95.00 FG 95.50 TOC 95.42 TOC 95.50 TOC 97.75 TOC 98.00 TOC 97.75 TOC 97.75 TOC 98.00 TOC 97.75 TOC 95.70 TBC 95.75 TBC 0.29 TBC 94.90 TOC 95.40 TOC 94.45 TOA 95.28 TOC 95.15 TOC 95.05 TOC 94.60 TOC 94.65 TOC 95.35 TOC 97.05 TOC 94.93 TBC 95.03 TBC 94.53 TOC 94.10 TOA 94.25 TOA 97.05 TOC 97.05 TOC 96.35 TBC 96.35 TBC 96.70 TBC 96.82 TBC 96.94 TBC 96.94 TBC 98.15 TBC 97.36 TBC 97.14 TBC 97.48 TBC 97.69 TBC 98.50 TBC 0.04 TBC 0.04 TBC 0.39 TBC [ 9 9 ] [ 9 7 ] [ 8 4 ] [ 8 3 ] [ 9 7 ] [ 98 ] [ 9 8 ] [ 0 ] [ 5 ] [ 5 ] [ 1 ] [ 0 ] SD SD SD SD SD SD SD SD SD SD NEW SD CURB INLET BOX GRATE: 4897.19' IE: 4893.69' NEW 99 LF 12" HDPE @ 0.86% SLOPE NEW SD CATCH BASIN GRATE: 4893.25' IE: 4889.75' NEW SD CURB INLET BOX GRATE: 4890.00' IE: 4887.00' NEW 72 LF 18" HDPE @ 2.55% SLOPE NEW 46 LF 12" HDPE @ 5.82% SLOPE SD SD SD SD SD SD 83 L.F. NEW 8" HDPE @ 0.50% 12" AREA DRAIN GRATE: 4894.50' I.E.: 4891.50' 12" AREA DRAIN GRATE: 4893.75' I.E.: 4890.75' 169 L.F. NEW 8" HDPE @ 0.50% 2.0% 2.0% 1. 7 % 3.2 % 1. 5 % 95.42 TOC 3.6% 95.15 TOC 3 0 . 8 % 1 . 8 % 1. 7 % 1. 6 % 95.05 TOA 94.80 TOA 2.3%0.8%1.1% 1.7 %2.2 % 2. 2 % 2.9% 4. 1 % SECTION LINE NEW RIGHT-OF-WAY LINE20.00' 20.00' SECTION LINE NEW RIGHT-OF-WAY LINE NEW 175 LF 18" PERFORATED HDPE @ 0.50% SLOPE 2.5% 1. 9 % S NEW 422 L.F. 8" WATER LINE TAPER NEW ASPHALT BACK TO EXISTING ASPHALT END OF NEW SIDEWALK END OF NEW CURB & GUTTER 167.50' TP 13 EX SURFACE: 4897.50' BEDROCK: 4891.00' TP 12 EX SURFACE: 4901.50' BEDROCK: 4895.35' TP B5 EX SURFACE: 4900.50' BEDROCK: 4896.00' TP B3 EX SURFACE: 4895.50' BEDROCK: 4891.00' TP B4 EX SURFACE: 4897.75' BEDROCK: 4894.25' TP 4 EX SURFACE: 4892.50' BEDROCK: 4887.75' TP 5 EX SURFACE: 4894.00' BEDROCK: 4889.75' TP 3 EX SURFACE: 4889.00' BEDROCK: 4887.00' TP 7 EX SURFACE: 4893.00' BEDROCK: 4888.25' TP 6 EX SURFACE: 4886.00' BEDROCK: 4881.75' 3.1 % 97.54 TBC93.10 TOC 93.10 TOC 93.10 TOC NEW SD CURB INLET BOX GRATE: 4891.84' IE: 4888.84' NEW 72 LF 18" HDPE @ 1.26% SLOPE 4.4% TP 11 EX SURFACE: 4907.25' BEDROCK: 4904.00' TP 10 EX SURFACE: 4904.00' BEDROCK: 4899.50' TP 8 EX SURFACE: 4901.00' BEDROCK: 4897.50' TP 9 EX SURFACE: 4899.50' BEDROCK: 4896.50' 92.34 TBC SD SD SD SD SD SD SD NEW 12 LF 12" HDPE @ 0.75% SLOPE I.E. = 4878.75' 81.25 FG 78.75 FG 81.25 FG FG NEW 12 LF 12" HDPE @ 0.75% SLOPE I.E. = 4879.75' 97.65 TOC 96.95 TOC 96.85 TOC 96.50 TOC 95.70 TOC 95.80 TOC96.60 TOC 4.8% 4.8% 5. 0 % GENERAL NOTES: SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE SOILS REPORT (IF AVAILABLE). THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ALL SOFT, YIELDING OR UNSUITABLE MATERIALS AND REPLACING WITH SUITABLE MATERIALS AS SPECIFIED IN THE SOILS REPORT. ALL EXCAVATED OR FILLED AREAS SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM TEST D-1557 EXCEPT UNDER BUILDING FOUNDATION WHERE IT SHALL BE 98% MIN. OF MAXIMUM DENSITY. MOISTURE CONTENT AT TIME OF PLACEMENT SHALL NOT EXCEED 2% ABOVE NOR 3% BELOW OPTIMUM. CONTRACTOR SHALL SUBMIT A COMPACTION REPORT PREPARED BY A QUALIFIED REGISTERED SOILS ENGINEER, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED, HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS & SPECS AND THE RECOMMENDATIONS SET FORTH IN THE SOILS REPORT. THE CONTRACTOR IS TO USE BEST MANAGEMENT PRACTICES FOR PROVIDING EROSION CONTROL FOR CONSTRUCTION OF THIS PROJECT. SPECIFIC DETAILS SHOWN ON SHEET C2.10 SHALL BE USED IN COMBINATION WITH OTHER ACCEPTED LOCAL PRACTICES. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THOSE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF CONTRACTOR'S FAILURE TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. ALL ELEVATIONS SHOWN AT TOP AND BOTTOM OF WALL(S), IF ANY, ARE ELEVATIONS AT FINISH GRADE, UNLESS OTHERWISE NOTED. TEST PIT SURFACE AND BEDROCK ELEVATION INFORMATION ADDED TO THE PLANS BASED ON THE GEOTECHNICAL REPORT FROM ASPEN ENGINEERING, AND PROPOSED ELEVATIONS HAVE BEEN DESIGNED USING THAT ELEVATION INFORMATION. ACTUAL BEDROCK ELEVATION INFORMATION SHOULD BE FIELD VERIFIED TO ENSURE ACCURACY. COMMON GRADING ABBREVIATIONS: SEE SHEET C0.01 FOR ADDITIONAL ABBREVIATIONS -BFE BASEMENT FLOOR ELEVATION -BW FINISH GRADE AT BOTTOM OF WALL -EX or EXIST EXISTING -EOA EDGE OF ASPHALT -EOC EDGE OF CONCRETE -FFE FINISH FLOOR ELEVATION -FG FINISH GRADE -FL FLOW LINE -GB GRADE BREAK -HP HIGH POINT -LP LOW POINT -NG NATURAL GROUND -SDCB STORM DRAIN CATCH BASIN -SDCO STORM DRAIN CLEANOUT BOX -SDDB STORM DRAIN DRAIN BASIN -SDMH STORM DRAIN MANHOLE -TBC TOP BACK OF CURB -TOA TOP OF ASPHALT -TOC TOP OF CONCRETE -TOG TOP OF GRATE -TOW TOP OF WALL -TW FINISH GRADE AT TOP OF WALL -WW WATERWAY Pr i n t e d : 24 F e b 2 0 2 3 5: 0 5 P M Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # Da t e De s c r i p t i o n 10 W a r d S t a k e C e n t e r Re x b u r g I D M a r r i e d S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Co u n t y P a r c e l : RP R 6 N 4 0 E 3 1 5 4 0 0 BH D # : 21 0 9 Da t e : 1 N o v 2 0 2 2 Ow n e r # : 50 1 - 3 5 6 0 Pl a n S e r i e s : 10 W a r d S C PR O J E C T N O : 2 2 3 5 4 8 10 9 9 8 4 4 4 4 4 4 3 3 2 12 2 Grading and Drainage Plan C123 SCALE: 1" = NORTH 20' 0 10'20'40'60' KEYED NOTES: PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED AND THE DETAILS NOTED AND AS SHOWN ON THE CONSTRUCTION DRAWINGS: GRADE SITE TO ELEVATIONS AND CONTOURS SHOWN ON PLAN. STORM DRAIN CURB INLET WITH HEAVY DUTY BICYCLE SAFE GRATE, PER STANDARD CHURCH DETAIL, SEE DETAIL 'M', SHEET C521. 12" SQUARE SECURABLE NYLOPLAST YARD DRAIN, PER STANDARD CHURCH DETAIL, SEE DETAIL 'L", SHEET C521. STORM DRAIN PIPE. SEE PLAN FOR LENGTH, SIZE, TYPE AND SLOPE. SEE ISPWC DRAWING SD-301, FOR TRENCHING DETAIL. ROOF DRAIN DOWNSPOUT LOCATION. DOWNSPOUT TO BE PER STANDARD CHURCH DETAIL. TAPER LAST 3' OF CURB TO MATCH SIDEWALK HEIGHT, PER STANDARD CHURCH DETAIL. STORMTECH MC-7200 CHAMBERS OR EQUIVALENT SYSTEM APPROVED PRIOR TO BIDDING. SYSTEM AS SHOWN ON PLANS ALL PROVIDED BY THE CONTRACTOR. STORMTECH CHAMBER HAS RETENTION OF 38,892 C.F. REQUIRED RETENTION = 37,896 C.F. SEE DETAIL ON SHEET C571. SHOP DRAWINGS PROVIDED BY MANUFACTURER PRIOR TO BIDDING AND CONSTRUCTION. TO INCLUDE INSPECTION PORT. LANDING AREAS TO HAVE 2% MAXIMUM SLOPE AWAY FROM BUILDING ADA PARKING STALL, TOA (TOP OF ASPHALT) SPOT GRADES ARE TO BE STAKED TO ENSURE SLOPE WITHIN ADA PARKING STALL REMAINS UNDER 2.0% MAX. SLOPE. STORM DRAIN CLEANOUT BOX WITH HEAVY DUTY PEDESTRIAN SAFE LID. 6" HDPE PIPE FROM ROOF DRAIN. STORM DRAIN CATCH BASIN WITH HEAVY DUTY BICYCLE SAFE GRATE. 1 3 5 6 4 8 9 10 11 2 7 12 . . X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXX X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X S S S S S S S S S S S COCO CO CO S S S S S S S W W W W W F F F F F W W W W W W W WWWWWWWWWW W W W W W W W W W W W W W W W W W W W EX SHOULDER TO REMAINEX SHOULDER TO REMAIN 48 9 0 4 9 0 0 48 8 8 489 2 489 4 4 8 9 6 4 8 9 8 4 9 0 2 4 9 0 4 4 9 0 6 490 0 4910 48 9 4 489 6 489 8 490 2 4904 4906 490 8 48 8 0 4880 4880 4876 4 8 7 8 4878 4878 48 8 2 48 8 4 48 8 6 EX G R A V E L D R I V E W A Y EX G R A V E L D R I V E W A Y EX 10' ASPHALT PATHWAY TO BE REPLACED S89° 40' 10"E 165.11' S89° 39' 20"E 86.98' N80° 43' 00"E 316.81' N0 0 ° 1 6 ' 3 0 " W 24 2 . 0 7 ' S89° 43' 30"W 330.00' N0 0 ° 1 6 ' 3 0 " W 13 2 . 0 0 ' S89° 43' 30"W 330.00' L=332.08, R=1141.52 CB=S15° 32' 02"W C=330.915 ∆=016°40'05" L =1 8 6 .0 6 ,R =1 3 3 5 .0 0 C B =N 8 4 °4 3 '0 2 "E C =1 8 5 .9 1 ∆=0 0 7 °5 9 '0 7 " N0 0 ° 1 6 ' 5 0 " W 18 5 . 7 0 ' S0 0 °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r i n t e d : 27 F e b 2 0 2 3 5: 0 4 P M Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # Da t e De s c r i p t i o n 10 W a r d S t a k e C e n t e r Re x b u r g I D M a r r i e d S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Co u n t y P a r c e l : RP R 6 N 4 0 E 3 1 5 4 0 0 BH D # : 21 0 9 Da t e : 1 N o v 2 0 2 2 Ow n e r # : 50 1 - 3 5 6 0 Pl a n S e r i e s : 10 W a r d S C PR O J E C T N O : 2 2 3 5 4 1 1 11 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 22 2 3 2 2 2 22 2 2 Erosion Control Plan C171 2 2 2 2 2 2 2 - 6O:IÑBLN:Ñ BL<NC:NOÑOLO=ÑM6B:J OFÑLJFB6O:Ñ;FIÑ;LOI:Ñ:P O:NJLFN ) :O:IÑBLN:Ñ6BL<NC:NO . . X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXX X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X GM G G G S S S S S S S S S S S COCO CO CO WM S S S S S S S W W W W W F F F F F W W W W W W W WWWWWWWWWW W W W W W W W W W W W W W W W W W W W EX SHOULDER TO REMAINEX SHOULDER TO REMAIN EX CURB & GUTTER TO REMAIN EX G R A V E L D R I V E W A Y EX G R A V E L D R I V E W A Y EX 10' ASPHALT PATHWAY TO BE REPLACED S89° 40' 10"E 165.11' S89° 39' 20"E 86.98' N80° 43' 00"E 316.81' N0 0 ° 1 6 ' 3 0 " W 24 2 . 0 7 ' S89° 43' 30"W 330.00' N0 0 ° 1 6 ' 3 0 " W 13 2 . 0 0 ' S89° 43' 30"W 330.00' L=332.08, R=1141.52 CB=S15° 32' 02"W C=330.915 ∆=016°40'05" L =1 8 6 .0 6 ,R =1 3 3 5 .0 0 C B =N 8 4 °4 3 '0 2 "E C =1 8 5 .9 1 ∆=0 0 7 °5 9 '0 7 " N0 0 ° 1 6 ' 5 0 " W 18 5 . 7 0 ' S0 0 ° 1 6 ' 3 0 " E 30 4 . 5 0 ' SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S S S S S S S S S S S SD EX SSMH 13 4.0' Ø RIM = 4874.67' IE (E) = 4862.87' EX SSMH 12 EX 12" PVC EX 12" PVC 120' @ 1.04% EX PLUGGED END IE = 4864.12' S 22.00' S S S S S SSSSSSSSS S S NEW SSMH 5' Ø RIM = 4876.14' IE (W) = MATCH EX / 4864.12' IE (S) = 4864.32' IE (E) = 4864.32' NEW SSMH 4' Ø RIM = 4877.38' IE (N) = 4865.12' IE (S) = 4865.32' NEW 8" PVC SEWER MAIN 108' @ 0.75% NEW SSMH 4' Ø RIM = 4883.85' IE (N) = 4872.00' NEW 8" PVC SEWER MAIN 400' @ 1.67% NEW SSMH 4' Ø RIM = 4885.94' IE (W) = 4873.80' IE (E) = 4874.00' NEW 10" PVC SEWER MAIN 330' @ 2.87% NEW SSMH 4' Ø RIM = 4905.23' IE (W) = 4893.50' NEW 10" PVC SEWER MAIN 400' @ 4.87% NEW 6" WYE TIE-INEX PLUGGED END EX 12" WATER LINE EX 12" WATER LINE EX 12" WATER LINE STUB FOR TIE ON W W W W W W W W W W W W W 45° BEND 45° BEND TIE ON TO EX STUBBED END NEW 38 L.F. 12" WATER LINE NEW 52 L.F. 12" WATER LINE 12" x 8" REDUCER NEW 422 L.F. 8" WATER LINE S TIE ON TO EX STUBBED END 45° BEND 45° BEND NEW 47 L.F. 12" WATER LINE 11.25° BEND NEW 133 L.F. 12" WATER LINE 11.25° BEND NEW 472 L.F. 12" WATER LINE NEW 100 L.F. 12" WATER LINE CAP END FOR FUTURE CONNECTION SD SD SD SD SD SD SD SD SD SD SD S D SCALE: 1" = NORTH 30' 0 15'30'60'90' 1 2 7 9 11 12 14 GENERAL NOTES: CONTRACTOR IS TO COORDINATE ALL UTILITIES WITH MECHANICAL DRAWINGS. ALL NEW WATER CONSTRUCTION TO BE DONE IN ACCORDANCE WITH LOCAL GOVERNING MUNICIPALITY STANDARDS & SPECIFICATIONS. ALL NEW SANITARY SEWER CONSTRUCTION TO BE DONE IN ACCORDANCE WITH LOCAL GOVERNING MUNICIPALITY STANDARDS & SPECIFICATIONS. CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND INVERT ELEVATIONS OF EXISTING MANHOLES AND OTHER UTILITIES BEFORE STAKING OR CONSTRUCTING ANY SEWER LINES. MAINTAIN A MINIMUM OF 5 FEET OF COVER ON ALL WATER LINES. CONTRACTOR IS TO COORDINATE LOCATIONS OF NEW TELEPHONE SERVICE TO BUILDING WITH CENTURY LINK. A PVC CONDUIT, PLYWOOD BACKBOARD, AND GROUND WIRE IS REQUIRED FOR SERVICE THROUGH PROPERTY, COORDINATE SIZES AND LOCATION WITH CENTURY LINK. CONTRACTOR IS TO SUBMIT SITE PLAN TO DOMINION ENERGY FOR DESIGN OF GAS LINE SERVICE TO BUILDING. CONTRACTOR TO COORDINATE WITH DOMINION ENERGY FOR CONTRACTOR LIMITS OF WORK VERSUS DOMINION ENERGY LIMITS. LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE LOCATIONS. CONTRACTOR IS TO VERIFY CONNECTION POINTS WITH EXISTING UTILITIES. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO EXISTING UTILITIES AND UTILITY STRUCTURE THAT ARE TO REMAIN. TEST PIT SURFACE AND BEDROCK ELEVATION INFORMATION ADDED TO THE PLANS BASED ON THE GEOTECHNICAL REPORT FROM ASPEN ENGINEERING, AND PROPOSED ELEVATIONS HAVE BEEN DESIGNED USING THAT ELEVATION INFORMATION. ACTUAL BEDROCK ELEVATION INFORMATION SHOULD BE FIELD VERIFIED TO ENSURE ACCURACY. KEYED NOTES: PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED AND THE DETAILS NOTED AND AS SHOWN ON THE CONSTRUCTION DRAWINGS: ASPHALT T-PATCH / REPAIR PER CITY STANDARD DETAIL. INSTALL NEW FIRE HYDRANT PER ANSI/AWWA STANDARD DETAIL. CONNECT NEW 2" POLY PIPE WATER SERVICE LINE TO EXISTING CULINARY METER AND STUBBED LATERAL, PER ANSI/AWWA STANDARDS AND SPECIFICATIONS. 6" PVC SDR-35 SANITARY SEWER LATERAL @ 1.00% MINIMUM SLOPE, INCLUDING NEW CLEANOUTS PER EAGLE MOUNTAIN STANDARDS AND SPECIFICATIONS. CONNECT TO EXISTING 6" SEWER LATERAL STUB. LATERAL PER ANSI/AWW STANDARD. APPROXIMATE LOCATION OF NEW NATURAL GAS LINE. CONTRACTOR TO COORDINATE SIZE, DESIGN AND INSTALLATION BY INTERMOUNTAIN GAS WITH OTHER CONSTRUCTION. APPROXIMATE LOCATION OF NEW NATURAL GAS METER(S). CONTRACTOR TO COORDINATE SIZE, DESIGN AND INSTALLATION WITH INTERMOUNTAIN GAS AND WITH MECHANICAL PLANS. UNDERGROUND CABLE AND POWER LINES. CONTRACTOR TO COORDINATE WITH COMCAST AND ROCKY MOUNTAIN POWER. SEE ELECTRICAL SITE PLAN FOR POWER CONNECTIONS. TELEPHONE LINE. CONTRACTOR TO PROVIDE TRENCHING 30" DEEP X 24" WIDE THEN BACKFILL AS REQUIRED. SEE ELECTRICAL SITE PLAN FOR COMMUNICATIONS CONNECTIONS. INSTALL 2" STOP AND WASTE FOR IRRIGATION, CONNECT TO NEW 2" WATER LATERAL PER ANSI/AWWA STANDARDS AND SPECIFICATIONS. SEE LANDSCAPE PLANS FOR DETAILS. NEW 6" FIRE SERVICE WATER LINE TO BUILDING PER ANSI/AWWA STANDARDS AND SPECIFICATIONS. 3/4" POLY PIPE WATER LINE FROM PROPOSED BUILDING TO THE PAVILION DRINKING FOUNTAIN. SEE PLUMBING PLANS FOR COORDINATION AND FOR DETAILS. SEWER CLEANOUT AND 6" PVC SEWER LINE FOR USE IN CLEARING SEWER LINES WITHIN THE BUILDING FROM OUTSIDE (TYPICAL CHURCH DESIGN) SEE STANDARD CHURCH DETAIL 'C' SHEET C5.01. 2" POLY PIPE WATER SERVICE LINE, PER ANSI/AWWA STANDARD, DETAIL '541'. NEW 8" PVC C-900 FIRE SERVICE WATER MAIN LOOP PER ANSI/AWWA STANDARDS AND SPECIFICATIONS. 8" PVC C-900 WATER MAIN LINE, INCLUDING ALL FITTINGS AND THRUST BLOCKING. 12" PVC C-900 WATER MAIN LINE, INCLUDING ALL FITTINGS AND THRUST BLOCKING. CONNECT NEW 12" PVC C-900 WATER LINE TO EXISTING 12" WATER MAIN, PER GOVERNING BODY STANDARDS AND SPECIFICATIONS. STUB ON NEW 1" WATER SERVICE LINE, PER CITY OF REXBURG STANDARDS. 4' DIAMETER SANITARY SEWER MANHOLE, PER CITY OF REXBURG STANDARDS. 5' DIAMETER SANITARY SEWER MANHOLE, PER CITY OF REXBURG STANDARDS. 8" PVC SDR-35 SANITARY SEWER LINE, INCLUDING ALL FITTINGS, CITY OF REXBURG STANDARDS. 10" PVC SDR-35 SANITARY SEWER LINE, INCLUDING ALL FITTINGS, CITY OF REXBURG STANDARDS. STUB ON NEW 4" PVC SDR-35 SANITARY SEWER LATERAL, INCLUDING ALL FITTINGS, PER CITY OF REXBURG STANDARDS. 6 5 4 3 10 8 13 2 2 2 3 13 4 4 5 5 6 7 8 10 10 11 11 11 12 12 12 12 14 14 14 14 13 Pr i n t e d : 24 F e b 2 0 2 3 5: 0 4 P M Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # Da t e De s c r i p t i o n 10 W a r d S t a k e C e n t e r Re x b u r g I D M a r r i e d S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Co u n t y P a r c e l : RP R 6 N 4 0 E 3 1 5 4 0 0 BH D # : 21 0 9 Da t e : 1 N o v 2 0 2 2 Ow n e r # : 50 1 - 3 5 6 0 Pl a n S e r i e s : 10 W a r d S C PR O J E C T N O : 2 2 3 5 4 Site Utility Plan C151 2 15 16 17 18 19 20 21 22 23 23 18 22 22 21 21 20 19 19 19 17 17 16 16 16 16 16 16 15 1 1 1 1 1 1 1 1 1 1 1 2 gÑdWfÑE Wgc_ih[cEÑ½ ½ ½ # Á 8ÑSVcdhWVÑ2 df[_ÑÂ 8Ñ½ ½ ½ 8ÑEWOÑ VWMW_cd`WEhÑ[gÑfWH i[fWVÑhcÑXc__cOÑghSEVSfVgÑXcfÑhZWÑ [EghS__Sh[cEÑcXÑX[T WfÑUcEVi[hÑSEVÑV[ghf[T ih[cEÑT cm WgÑÑ" cUSh[cE cXÑUcEVi[hÑSEVÑV[ghf[T ih[cEÑT cm WgÑEWWVÑhcÑT WÑ[VWEh[X[WVÑSEVÑ gZcOEÑcEÑd_SEg 4 _SggÑ( ÑViUh[_WÑ[fcEÑd[dWÑfWH i[fWVÑ[EÑf[YZhÑcXÑ OSQ NOTES: 1.MOWSTRIP SHALL BE CAST-IN-PLACE AND POURED USING TYPICAL WEIGHT STRUCTURAL CONCRETE. 2.CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AROUND MOWSTRIPS - DO NOT CREATE A DAM EFFECT WITH PLACEMENT OF MOWSTRIP. 3.MAXIMUM 1/2" WIDTH VARIATION. 4.PRECISELY FOLLOW LAYOUT AS SHOWN ON THE SITE ARCHITECTURAL PLAN. Scale:F ASPHALT PAVING 1" = 1'-0" Scale:J TYPICAL ENTRY AT DOOR 1" = 1'-0"Scale:K CONCRETE MOW STRIP 1" = 1'-0" FINISH GRADE PRIOR TO TILLING 1" HUMUS FINISH GRADE PRIOR TO PLACING SOD CONCRETE MOWSTRIP MULCH - SEE LANDSCAPE SHEETS 1/2" RADIUS WEED BARRIER FABRIC PREPARED SUB-GRADEROUGH GRADE PRIOR TO PLACING TOP SOIL AMENDED SOIL TIGHT BEVELED JOINTS SEE NOTE 2 FINISH GRADE 4" Scale:A SIDEWALK DETAIL 1" = 1'-0" VARIES (SEE NOTE 1) 6" MIN. 6" 2'-0" 12 " 6" 3/4" RADIUS TOOLED EDGE SEE NOTE 2 FINISH GRADE 1-1/2" RADIUS 1-3/4" 1% SLOPE MI N . Scale:C CURB AND GUTTER - IN FLOW 1" = 1'-0"Scale:D CURB AND GUTTER - OUT FLOW 1" = 1'-0" FINISH GRADE PREPARED SUBGRADE 3/4" RADIUS TOOLED EDGE MI N . 12 " 6" CONCRETE CURB AND GUTTER 1/4" LIP 4" ASPHALT PAVING 1% SLOPE 1-3/4" 1-1/2" RADIUS 7" MI N . SEE NOTE 2 5" FOR USE ON SITE WHERE WATER DRAINS TOWARD CURB FOR USE ON SITE WHERE WATER DRAINS AWAY FROM CURB 8" AGGREGATE BASE PROPERLY PREPARED SUBGRADE CONCRETE CURB AND GUTTER 8" AGGREGATE BASE PROPERLY PREPARED SUBGRADE 6" 2'-0" 7" MI N . 6 1 / 4 " PROPERLY PREPARED SUBGRADE Scale:E CURB TRANSITION Not to Scale PROPERLY PREPARED SUBGRADE GUTTER LIP 3/4" RADIUS EXPANSION JOINT SIDEWALK AND BASE PER A/C501 TRANSITION CURB TO MATCH SIDEWALK ASPHALT PAVING CURB AND GUTTER SECTION PLAN 5'-0" 6" 6" AGGREGATE BASE Scale:H EXPANSION AND CONTROL JOINTS Not to Scale PROPERLY PREPARED SUBGRADE 4" THICK ASPHALT PAVING (FLAT DRAINAGE STRUCTURE) 18" DEEP 3/4" CRUSHED ROCK BASE AS NOTED ON OVEREXCAVATION AND FILL NOTES ON SHEET C501. WRAP CRUSHED ROCK BASE IN LANDSCAPE FABRIC. EXTERIOR CONCRETE (SLOPED). SEE SITE ARCHITECTURAL PLAN. CONCRETE FOUNDATION. SEE STRUCTURAL SHEETS. EXPANSION JOINT WITH SEALANT. SOD 1" 6" 6" 6" AGGREGATE BASE 6" 2'-0" 1'-6" 4"FINISH GRADE SEE NOTE 2 Scale:B SIDEWALK, CURB AND GUTTER 1" = 1'-0" PROPERLY PREPARED SUBGRADE SLOPE 2% MAX.SEE CURB AND GUTTER DETAILS C501 6" MIN. (SEE NOTE 1) VARIES INTEGRAL CONCRETE SIDEWALK, CURB, AND GUTTER Scale:G CONCRETE WATERWAY FLAT DRAINAGE STRUCTURE 1" = 1'-0"(FLAT DRAINAGE STRUCTURE) 8" AGGREGATE BASESI D E W A L K FOR USE ON SITE FOR USE ON SITE FOR USE ON SITE FOR USE ON SITEFOR USE ON SITE SLOPE (TYP.) VARIES (3'-0" MIN.) (SEE NOTE 1) BOND BREAKER ASPHALT OR CONCRETE PAVING #4 EPOXY-COATED BARS AT 48" O.C. PREPARED SUBGRADE 7" 3" MIN. 8" MIN. 6" FLAT 9" TYPICAL CONTROL JOINT TYPICAL EXPANSION JOINT 1" 1/ 4 " T T NOTE: SEE PLAN FOR SPACING (3) #4 EPOXY-COATED BARS @ 12" O.C. CONCRETE SLAB ON GRADE, SEE PLAN EXPANSION JOINT MATERIAL 1/2" RADIUS, TOOLED EDGESCONCRETE SLAB ON GRADE, SEE PLAN (SIDEWALK,CURB AND GUTTER,MOWSTRIP, APRON, FLAT DRAINAGE STRUCTURES, AND MECHANICAL ENCLOSURES) (SIDEWALK,CURB AND GUTTER,MOWSTRIP, APRON, FLAT DRAINAGE STRUCTURES, AND MECHANICAL ENCLOSURES) 1'-0" RIBBON RACK - 9'-3" (VERIFY) 11 BICYCLES REQUIRED 10 " 3' - 0 " 3" Scale:M BICYCLE RACK 1" = 1'-0" 2" SCH. 40 STAINLESS STEEL PIPE. (2-3/8" O.D. X .154) FINISH GRADE 10" DIAMETER CONCRETE FOUNDATION CONCRETE SIDEWALK AND BASE - SEE A/C501 18" SUBBASE 4" ASPHALT PAVING 18" SUBBASE 4" ASPHALT PAVING 6" MIN.8" AGGREGATE BASE 6" MIN. 18" SUBBASE 6" AGGREGATE BASE Pr i n t e d : 3 M a r 2 0 2 3 4: 5 9 P M Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # Da t e De s c r i p t i o n 1 1 M a r 2 0 2 3 Si t e P l a n S u b m i t t a l 10 W a r d S t a k e C e n t e r Re x b u r g I D M a r r i e d S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Co u n t y P a r c e l : RP R 6 N 4 0 E 3 1 5 4 0 0 BH D # : 21 0 9 Da t e : 1 M a r 2 0 2 3 Ow n e r # : 50 1 - 3 5 6 0 Pl a n S e r i e s : 10 W a r d S C 1.See Site Plan for mowstrip and sidewalk locations and widths. 2.1" prior to seeding, 2" prior to sodding and 4" in planting areas. 3.Expansion joint material shall be recessed 1/4" where sealant is not applied, and 1/2" where sealant is applied. 4.Epoxy-coated reinforcement steel bars shall be used for all concrete reinforcing used for all site concrete elements. General Notes Site Details C501 1 Mar 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T VA R I E S NOTES: 1.UNLESS REQUIRED OTHERWISE BY THE AUTHORITY HAVING JURISDICTION, USE A LIGHT BROOM FINISH ON RAMPS AND LANDINGS TO MATCH THE FINISHES ON THE SIDEWALKS. 2.5% (MAXIMUM) IN DIRECTION OF TRAVEL. LIMIT CROSS SLOPE ON SIDEWALKS 2%. 3.ALL LANDINGS MUST HAVE 1:48 CROSS SLOPE AND RUNNING SLOPE. LANDING MUST BE AS WIDE AS THE RAMP. 4.CROSS SLOPE ON RAMP MUST BE 1:48 OR LESS. 5.COUNTER SLOPES OF ADJOINING GUTTERS AND PAVING, ADJACENT TO THE CURB RAMP SHALL NOT BE STEEPER THAN 1:20 (5%). LANDING NOTE 2 V A R I E S SEE PL A N NOTE 1 NOTE 2 LANDING NOTE 2 LANDING NOTE 2 CONCRETE APRONNOTE 1 4- 0 " 6" CURB AND GUTTER TYPE B TYPE D TYPE E DOWN NOTE 2 NOTE 1 <5 % D N <5% DN 1% M I N . 2% M A X . <5 % D N <5 % DN LANDSCAPE AREA SIDEWALK LANDSCAPE AREA ED G E O F G U T T E R PA R K I N G L O T CONCRETE SIDEWALK SLOP E 1 : 4 8 MAX SLOP E 1 : 4 8 MAX EXPANSION JOINT LANDING EXPANSION JOINT LANDSCAPE FABRIC. CUT A 6" DIAMETER HOLE IN LANDSCAPE FABRIC AT EACH DRAIN GRATE, CENTERED OVER THE GRATE. YARD DRAIN BASIN.YARD DRAIN BASIN. FINISH GRADE. SLOPE TO DRAIN. MULCH. SEE LANDSCAPE SHEETS FOR SPECIFICATIONS AND DEPTH REQUIREMENTS. FINISH GRADE. SLOPE TO DRAIN. 1/ 2 " A F T E R C O M P A C T I O N . PEDESTRIAN GRATE (3/8" OPENINGS). HINGED. PEDESTRIAN GRATE (3/8" OPENINGS). HINGED. INSTALL FINISH GRADE UP TO TOP OF GRATE ELEVATION Scale:C DRAIN BASIN DETAIL 1" = 1'-0" DOWNSPOUT BASINDECOMPOSED GRANITE SUBSTITUTE COMPACT FILL TO 90% COMPACTION UNDER AND AROUND BASIN SEALANT HEAT CABLE WHERE OCCURS BUILDING WALL LINE EXTEND 2" MIN. BELOW BOTTOM OF GRATE. CUT GRATE TIGHTLY AROUND DOWNSPOUT AS NECESSARY TO ALLOW GRATE TO OPEN. COMPACT FILL TO 90% COMPACTION UNDER AND AROUND BASIN STORM DRAIN LINE. SEE SITE GRADING AND DRAINAGE PLAN. FINISH GRADE. SLOPE AWAY FROM BUILDING. SEE GRADING PLAN. DOWNSPOUT. CENTER ON GRATE. 12 " M I N . 6" M I N . S U M P D E P T H 6" M I N . S U M P D E P T H 2" 3" M A X . SU M P MULCH. SEE LANDSCAPING SHEETS. 8" M I N . COPE CAP TO ALLOW OUTLET INSTALLATION AS SHOWN. SEALANT DOWNSPOUT DRAIN BASIN. CUT GRATE TIGHTLY AROUND DOWNSPOUT AS NECESSARY TO ALLOW GRATE TO OPEN. GRIND DOWN ALL SHARP EDGES AND REPAINT CUTS. ROCK MULCH 12 " M I N . 6" 1' - 6 " DOWNSPOUT DRAIN BASIN WITH 12" SQUARE HINGED PEDESTRIAN GRATE (3/8" OPENINGS). ALIGN GRATE TO BE PARALLEL TO BUILDING FOUNDATION. LOCATE DIRECTLY UNDERNEATH DOWNSPOUT LOCATIONS SHOWN ON BUILDING ELEVATIONS. FOOTING AND FOUNDATION FOUNDATION WALL LINE EQ U A L EQ U A L RESERVED PARKING VAN ACCESSIBLE 6" 2' - 6 " 5' - 0 " 1' - 6 " 1'-5" 1'-0" 6" MOWSTRIP WHERE SHOWN ON SITE ARCHITECTURAL PLAN ROCK MULCH WHERE OCCURS - SEE LANDSCAPE PLANS FINISH GRADE STAINLESS STEEL 2"x2"x3 16" TUBE POST WITH WELDED POST CAPS - ALL WELDS GROUND SMOOTH CAST-IN-PLACE CONCRETE FOOTING "VAN ACCESSIBLE" TEXT AT SIGNS LOCATED AT STALLS ADJACENT TO AN 8'-0" MINIMUM WIDE ACCESS AISLE STANDARD 12"x18"x0.80" ALUMINUM ADA PARKING SIGN WITH REFLECTIVE WHITE BACKGROUND - ALL SIGN MARKINGS SHALL BE DARK BLUE TO MEET ADA CONTRAST REQUIREMENTS - 1' - 6 " 1/2" METAL SPACER BAR ATTACHED TO POST 1/2" x 1/2" x 1/8" STAINLESS STEEL TUBE WELDED TO POST MECHANICALLY FASTEN SIGN 1'-5" RESERVED PARKING SIGN STAINLESS STEEL TUBE (CENTERED ON POSTS) STAINLESS STEEL POST Scale:A ACCESSIBLE PARKING SIGN 1" = 1'-0" 6" AGGREGATE BASE 2-SIDED SIGN WHERE SHOWN ON SITE ARCHITECTURAL PLAN Scale:B BOLLARD DETAIL 1/2" = 1'-0" 4' - 6 " 3' - 0 " 1' - 0 " BASE AS NOTED ON THE SITE ARCHITECTURAL PLAN PREPARED SUBGRADE CONCRETE CAP, SMOOTHED AND ROUNDED PAINT BOLLARD 6" I.D. STANDARD STEEL PIPE (GALVANIZED) - FILLED WITH CONCRETE EXPANSION JOINT WITH SEALANT AT CONCRETE PAVING CONCRETE SLAB 2'-0" DIA. 6" AGGREGATE BASE CONCRETE PIER. #4 X 18" LONG ANCHOR BAR THROUGH PIPE CONCRETE PIER. DOME TO OF PIER TO PREVENT STANDING WATER CONTROL JOINT FLOW 1' - 0 " 1' - 0 " FLOW SEWER CLEANOUT, VALVE BOX, OR INSPECTION PORT BOX LID. SEE UTILITY PLAN AND DRAINAGE PLAN. GRATE1' - 6 " 1'-6" 2'-0" CURB INLET CATCH BASIN. SEE DRAINAGE PLAN. CURB WHERE OCCURS CONTROL JOINT CONTROL JOINT ASPHALT PAVING 6" THICK CONCRETE APRON ASPHALT PAVING 6" THICK CONCRETE APRON Scale:D CONCRETE COLLARS AND APRONS NOT TO SCALE CURB INLET SEWER CLEANOUT, VALVE BOX, INSPECTION PORT SECT 3'-0" x 3'-0" BICYCLE SAFE GRATE AND FRAME FOR H-20 LOADING ASPHALT PAVING CONTROL JOINT (TYPICAL ALL CORNERS) INLET BOX 12" CONCRETE COLLAR NOTES: 1.GRATE AND FRAMES SHALL BE HOT-DIPPED GALVANIZED. 2.DOWEL LAPS SHALL BE 24". 3.COAT ALL METAL PARTS WITH ASPHALTUM PAINT. Pr i n t e d : 3 M a r 2 0 2 3 4: 5 9 P M Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # Da t e De s c r i p t i o n 1 1 M a r 2 0 2 3 Si t e P l a n S u b m i t t a l 10 W a r d S t a k e C e n t e r Re x b u r g I D M a r r i e d S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Co u n t y P a r c e l : RP R 6 N 4 0 E 3 1 5 4 0 0 BH D # : 21 0 9 Da t e : 1 M a r 2 0 2 3 Ow n e r # : 50 1 - 3 5 6 0 Pl a n S e r i e s : 10 W a r d S C Scale:E ACCESSIBLE SLOPED SIDEWALKS not to scale Site Details C502 Scale:F Enlarged plan 1/4" = 1'-0" 1 Mar 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T Scale:1 DUMPSTER ENCLOSURE PLAN 1/4" = 1'-0" 7" CONCRETE SLAB OVER 12" AGGREGATE BASE 28'-0" 7' - 4 " 1' - 0 " 1' - 0 " 1' - 0 " DUMPSTER CONTAINER (NIC) DUMPSTER CONTAINER (NIC) DUMPSTER CONTAINER (NIC) C503B C C503 CONCRETE FILLED BOLLARD SEE B/C502. TYPICAL. CONCRETE FILLED BOLLARD SEE B/C502. 8" FOUNDATION WALL. CONCRETE FILLED BOLLARD SEE B/C502. 8" FOUNDATION WALL. 6'-2"7'-10"7'-10"6'-2" CONCRETE FOUNDATION ROCK MULCH - SEE LANDSCAPE SHEETS Scale:F FENCE AND MOWSTRIP DETAIL 1" = 1'-0" 2" FINISH GRADE - SEE SITE GRADING PLAN 3/4" RADIUS - TYPICAL PROPERTY LINE FENCE CHURCH PROPERTY ADJACENT PROPERTY SLOPE 1/2" PER FOOT FINISH GRADE 12" WIDE x 12" DEEP CONCRETE MOW STRIP FENCE POST CENTERED IN MOWSTRIP INSTALL CONCRETE CONTROL JOINT IN THE MOWSTRIP, CENTERED ON EACH POST. INSTALL EXPANSION JOINTS PER SPECIFICATIONS . LOCATE AT CENTERLINE OF POSTS. PLAN CONTROL JOINT AT EACH POST. INSTALL EXPANSION JOINTS PER SPECIFICATIONS. LOCATE AT CENTERLINE OF POSTS #4 X 6" THRU POST PRECAST CONCRETE WALL CAP WITH SEALANT AT JOINTS STONE VENEER ON 8" CMU CONCRETE SLAB AND FOOTING CONCRETE RAMP 6' - 0 " NOTE: STONE VENEER DETAILS AND COLOR SHALL MATCH MAIN BUILDING. Scale:B DUMPSTER ENCLOSURE ELEVATION 1/4" = 1'-0" C C503 4' - 0 " #3 REINFORCING TIES AT 12" O.C. NON-SHRINK GROUT 1'-6" DIAMETER x 4'-0" LONG CONCRETE BASE (4) #5'S REINFORCING STEEL 3/4" CONDUIT 24" BELOW GRADE UNDISTURBED BASE OR COMPACTED EARTH 2" C L E A R H C502 Scale:D POLE LIGHT BASE IN LANDSCAPING AREAS 3/4" = 1'-0" 4" POLE, COVER AND 3/4" DIAMETER ANCHOR BOLTS METAL ROD AND ADHESIVE MORTAR PRECAST CONCRETE WALL CAPS. 3/4" SLOPED CONCRETE CAP MANUFACTURED STONE VENEER #5 BARS AT 16" O.C. (30" OVERLAP) (2) #5 BARS CONTINUOUS FOUNDATION AS REQUIRED (MIN. SHOWN) 8" SOLID GROUTED CONCRETE MASONRY CAVITY WALL REINFORCED WITH #5 VERT. BARS AT 16" O.C. AND #5 HORIZ. BARS AT 48" O.C. EXPANSION JOINT WITH SEALANT SLOPED CONCRETE SLAB ON AGGREGATE BASE 6' - 0 " 7" 12 " 8"8"8" 2'-0" 1' - 0 " STAINLESS STEEL METAL FLASHING #5 HORIZ. CONTINUOUS 1/4" x 1/4" CAST DRIP EDGE. HOLD DRIP EDGE BACK 1" FROM EXPOSED ENDS.1" Scale:C DUMPSTER ENCLOSURE WALL SECTION 3/4" = 1'-0" 6" AGGREGATE BASE 4' - 0 " 1' - 8 " 2" C L E A R POLE, COVER AND 3/4" DIAMETER ANCHOR BOLTS COORDINATE CLEARANCE BETWEEN GROUT AND BASE WITH MANUFACTURER. NON-SHRINK GROUT 1'-6" DIAMETER x 5'-8" LONG CONCRETE BASE (4) #5 BARS 3/4" PVC CONDUIT 24" BELOW GRADE MINIMUM UNDISTURBED OR COMPACTED EARTH #3 TIES AT 12" O.C. Scale:E POLE LIGHT BASE IN PARKING AREAS 3/4" = 1'-0" 1/2" RADIUS 1'-0"12" typ.2'-0" 1' - 0 " 1' - 0 " 1' - 0 " 8" 8" VA R I E S - S E E S I T E GR A D I N G P L A N 1' - 0 " 1' - 0 " 2 2 2 12 1 11 9 14 11 3 3 6 7 7 5 4 8 10 9 2 3 14 2 12 13 3' - 0 " 9 9 13 13 C2 C504 Scale:C1 STAIR AND HANDRAIL DETAIL 1" = 1'-0"Scale:C2 STAIR AND HANDRAIL DETAIL 1" = 1'-0" 8" 8" 8" 8" 3' - 0 " 2" 12" typ. 1" OVERHANG - TYPICAL C2 C504 15 1' - 0 " 1' - 0 " 1'-0"1'-0" C2 C504 C2 C504 C2 C504 C1 C504 C1 C504 2 12 2 11 8 11 3 1 1 13 Scale:C3 TYPICAL STAIR AND HANDRAIL PLAN 1" = 1'-0" 1'-0"1'-0" 8" VA R I E S - S E E S I T E P L A N 8" 4" 11 4" 11 16 16 1911 19 C2 C504 Pr i n t e d : 3 M a r 2 0 2 3 4: 5 8 P M Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # Da t e De s c r i p t i o n 1 1 M a r 2 0 2 3 Si t e P l a n S u b m i t t a l 10 W a r d S t a k e C e n t e r Re x b u r g I D M a r r i e d S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Co u n t y P a r c e l : RP R 6 N 4 0 E 3 1 5 4 0 0 BH D # : 21 0 9 Da t e : 1 M a r 2 0 2 3 Ow n e r # : 50 1 - 3 5 6 0 Pl a n S e r i e s : 10 W a r d S C Site Details C503 1 Mar 20 2 3 STATE OF I D A H O Lafe Theodore Harris AR-987082 °°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°°°°°°°°°°°°°°° LIC E N S E D ARCHIT E C T IFEKÑ3 FBBSIVJÑCLJKÑT WÑ >EJ>VWÑFXÑWEUBFJLIW Pr i n t e d : 24 F e b 2 0 2 3 5: 0 4 P M Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # Da t e De s c r i p t i o n 10 W a r d S t a k e C e n t e r Re x b u r g I D M a r r i e d S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Co u n t y P a r c e l : RP R 6 N 4 0 E 3 1 5 4 0 0 BH D # : 21 0 9 Da t e : 1 N o v 2 0 2 2 Ow n e r # : 50 1 - 3 5 6 0 Pl a n S e r i e s : 10 W a r d S C PR O J E C T N O : 2 2 3 5 4 LOWEST TOA ABOVE CHAMBERS ~ 4888.33' CITY APPROVED STEEL COVER & FRAME 4" CONCRETE SEWER CLEAN-OUT P.V.C. PIPE 12" X 12" Ø P.V.C. PIPE SCALE: SEWER CLEAN-OUT N.T.S.C 24" FOR MIN 6" ROAD BASE 7.0' 12"100" (2540 mm) 12" STONE 12" (300 mm) MIN 9" (230 mm) MIN 60" (1525 mm) DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 9" MIN EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) MC-7200 END CAP PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS TOP OF CHAMBER = 4886.00' BOTTOM OF CHAMER = 4881.00' SCALE: N.T.S. STORMTECH CHAMBER SECTION DETAIL TOP OF STONE = 4881.50' PLAN SECTION A-A NOTES: 1.MATERIALS, CONSTRUCTION, AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH CURRENT EDITION OF "STATE STD. SPEC'S FOR ROAD AND BRIDGE CONST.", ADDENDUMS AND SPECIAL PROVISIONS THERETO. 2. ALL STEEL SHALL HAVE A MINIMUM OF 2" CONCRETE COVER. 3. GREY IRON CASTING: ASTM A48 CLASS 30 MINIMUM. 4. 2"x4" SHEAR KEY REQUIRED BOTH WAYS. SECTION B-B 3'-11 3/4"6"6" FLOWFLOW A A B B 2'-0" 1'-0"6"6" 8" VA R I E S SE E S C H E D U L E 6" 3" 12" 18 " 18" 18 " 2' - 0 " 4'-1 1/2" OUT TO OUT OF FRAME CONTROL JOINT BICYCLE SAFE GRATING. TOP OF GRATING 2" BELOW FLOW-LINE. 45 DEGREE SLOPE TO GRATING TYPICAL MAXIMUM OUTFLOW PIPE SIZE 24" CONTROL JOINT TOP OF CURB NATURAL FLOW-LINE OF STREEET AND GUTTER #5 AT 8" O.C. HORIZONTAL #5 AT 12" O.C. VERTICAL 2" 9" MI N . SCALE: SINGLE GUTTER INLET BOX N.T.S.M 4" AGGREGATE BASE OUTFLOW PIPE SCALE: 12" AREA NYLOPLAST DRAIN BOX N.T.S.L PROVIDE STANDARD GRATE. GRATE TO HAVE NO SLOTS WIDER THAN 1/2". PROVIDE SCREEN AT ROCK MULCH AREAS. SEE G/C505 BACKFILL MATERIAL SHALL BE CRUSHED STONE OR GRAVEL MATERIAL MEETING CLASS 1 OR 2 AS SPECIFIED IN ASTM D2321. BACKFILL MATERIAL SHALL BE PLACED UNIFORMLY IN 12" LIFTS AND COMPACTED 26 " T O 2 9 " SOD 12 " M I N . NOTE : (DIAMETER OF BASIN DETERMINED BY NUMBER OF PIPES IN AND OUT) NOTE: PROVIDE NECESSARY ADAPTORS FOR CONCRETE PIPE TO PVC BASINS PROVIDE OIL/WATER SEPARATOR WHERE REQUIRED _ Civil Details C521 HIGHEST TOA ABOVE CHAMBERS ~ 4891.67' LOWEST GRADE BELOW ASPHALT ~ 4888.00' ABOVE STONE BOTTOM OF STONE = 4872.75' Civil Details C571 DESCRIPTION: A STABILIZED PAD OF CRUSHED STONE LOCATED WHERE CONSTRUCTION TRAFFIC ENTERS OR LEAVES THE SITE FROM OR TO PAVED SURFACE. APPLICATIONS: AT ANY POINT OF INGRESS OR EGRESS AT A CONSTRUCTION SITE WHERE ADJACENT TRAVELED WAY IS PAVED. GENERALLY APPLIES TO SITES OVER 2 ACRES UNLESS SPECIAL CONDITIONS EXIST. INSTALLATION/APPLICATION CRITERIA: ·CLEAR GRUB AREA AND GRAD TO PROVIDE MAXIMUM SLOPE OF 2%. ·COMPACT SUB GRADE AND PLACE FILTER FABRIC IF DESIRED (RECOMMENDED FOR ENTRANCES TO REMAIN FOR MORE THAN 3 MONTHS. ·PLACE COARSE AGGREGATE, 1 TO 2-1/2 INCHES IN SIZE, TO A MINIMUM DEPTH OF 8 INCHES. LIMITATIONS: ·REQUIRES PERIODIC TOP DRESSING WITH ADDITIONAL STONES. ·SHOULD BE USED IN CONJUNCTION WITH STREET SWEEPING ON ADJACENT PUBLIC RIGHT-OF-WAY. MAINTENANCE: ·INSPECT DAILY FOR LOSS OF GRAVEL OR SEDIMENT BUILDUP. ·INSPECT ADJACENT ROADWAY FOR SEDIMENT DEPOSIT AND CLEAN BY SWEEPING OR SHOVELING. ·REPAIR ENTRANCE AND REPLACE GRAVEL AS REQUIRED TO MAINTAIN CONTROL IN GOOD WORKING CONDITION. ·EXPAND STABILIZED AREA AS REQUIRED TO ACCOMMODATE TRAFFIC AND PREVENT EROSION AT DRIVEWAYS. OBJECTIVES □HOUSEKEEPING PRACTICES □CONTAIN WASTE □MINIMIZE DISTURBED AREA □STABILIZE DISTURBED AREA □PROTECT SLOPES/CHANNELS □CONTROL SITE PERIMETER □CONTROL INTERNAL EROSION TARGETED POLLUTANTS □SEDIMENT □NUTRIENTS □TOXIC MATERIALS □OIL & GREASE □FLOATABLE MATERIALS □OTHER WASTE _______________________________________________ □HIGH IMPACT □MEDIUM IMPACT □LOW OR UNKNOWN IMPACT _______________________________________________ IMPLEMENTATION REQUIREMENTS □CAPITAL COSTS □O & M COSTS □MAINTENANCE □TRAINING □HIGH □MEDIUM □LOW SEDIMENT FABRIC UNDER GRAVEL 3" TO 4" SIZE COARSE AGGREGATE 8" MIN. PAV E D R O A D 50' MIN. 20 ' M I N . SCALE: N.T.S. STABILIZED CONSTRUCTION ENTRANCE C1 DESCRIPTION: A TEMPORARY SEDIMENT BARRIER CONSISTING OF ENTRENCHED FILTER FABRIC STRETCHED ACROSS AND SECURED TO SUPPORTING POSTS. APPLICATIONS: ·PERIMETER CONTROL: PLACER BARRIER AT DOWNGRADE LIMITS OF DISTURBANCE. ·SEDIMENT BARRIER: PLACE BARRIER AT TOE OF SLOPE OR SOIL STOCKPILE. ·PROTECTION OF EXISTING WATERWAYS: PLACE BARRIER AT TOP OF STREAM BANK ·INLET PROTECTION: PLACE FENCE SURROUNDING CATCH BASINS INSTALLATION/APPLICATION CRITERIA: ·PLACE POSTS 6 FEET APART ON CENTER ALONG CONTOUR (OR USE PRE-ASSEMBLED UNIT) AND DRIVE 2 FEET MINIMUM INTO GROUND. EXCAVATE AN ANCHOR TRENCH IMMEDIATELY UPGRADIENT OF POSTS ·SECURE WIRE MESH (14 GAGE MIN. WITH 6 INCH OPENINGS) TO UPSLOPE SIDE OF POSTS. ATTACH WITH HEAVY DUTY 1 INCH LONG WIRE STAPLES, TIE WIRES OR HOG RINGS. ·CUT FABRIC TO REQUIRED WIDTH, UNROLL ALONG LENGTH OF BARRIER AND DRAPE OVER BARRIER. SECURE FABRIC TO MESH WITH TWINE, STAPLES, OR SIMILAR, WITH TRAILING EDGE EXTENDING INTO ANCHOR TRENCH. ·BACKFILL OVER FILTER FABRIC TO ANCHOR. LIMITATIONS: ·RECOMMENDED MAXIMUM DRAINAGE AREA OF 0.5 ACRE PER 100 FEET OF FENCE. ·RECOMMENDED MAXIMUM UPGRADIENT SLOPE LENGTH OF 150 FEET. ·RECOMMENDED MAXIMUM UPHILL GRADE OF 2:1 (50%). ·RECOMMENDED MAXIMUM FLOW RATE OF 0.5 CFS. ·PONDING SHOULD NOT BE ALLOWED BEHIND FENCE. MAINTENANCE: ·INSPECT IMMEDIATELY AFTER ANY RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ·LOOK FOR RUNOFF BYPASSING ENDS OF BARRIERS OR UNDERCUTTING BARRIERS. ·REPAIR OR REPLACE DAMAGED AREAS OF THE BARRIER AND REMOVE ACCUMULATED SEDIMENT. ·REANCHOR FENCE AS NECESSARY TO PREVENT SHORTCUTTING. ·REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES 1/2 THE HEIGHT OF THE FENCE. 1. PLACE POSTS 6' ON CENTER (2X4 WOOD POSTS OR STEEL FENCE POSTS) 2.3. SECURE MESH TO POSTS WITH WIRE STAPLES 1" LONG OR TIE WIRES OR HOG RINGS 4. SECURE FABRIC TO MESH WITH TWINE, STAPLES, OR SIMILAR 5.6.TOE DETAIL FABRIC BACK FILL WITH ROCKS OR DIRT WIRE MESH OBJECTIVES □HOUSEKEEPING PRACTICES □CONTAIN WASTE □MINIMIZE DISTURBED AREA □STABILIZE DISTURBED AREA □PROTECT SLOPES/CHANNELS □CONTROL SITE PERIMETER □CONTROL INTERNAL EROSION TARGETED POLLUTANTS □SEDIMENT □NUTRIENTS □TOXIC MATERIALS □OIL & GREASE □FLOATABLE MATERIALS □OTHER WASTE _______________________________________________ □HIGH IMPACT □MEDIUM IMPACT □LOW OR UNKNOWN IMPACT _______________________________________________ IMPLEMENTATION REQUIREMENTS □CAPITAL COSTS □O & M COSTS □MAINTENANCE □TRAINING □HIGH □MEDIUM □LOW FLOW FLOW DISTURBED A R E A EXISTING VE G I T A T I O N 3' 2' 2' 2' SCALE: N.T.S. SILT FENCE C3 DESCRIPTION: TEMPORARY ON-SITE SANITARY FACILITIES FOR CONSTRUCTION PERSONNEL. APPLICATIONS: ·ALL SITES WITH NO PERMANENT SANITARY FACILITIES OR WHERE PERMANENT FACILITY IS TO FAR FROM ACTIVITIES. INSTALLATION/APPLICATION CRITERIA: ·LOCATE PORTABLE TOILETS IN CONVENIENT LOCATIONS THROUGHOUT THE SITE. ·PREPARE LEVEL, GRAVEL SURFACE AND PROVIDE CLEAR ACCESS TO THE TOILETS FOR SERVICING AND FOR ON-SITE PERSONNEL. ·CONSTRUCT EARTH BERM PERIMETER (SEE EARTH BERM BARRIER INFORMATION SHEET), CONTROL FOR SPILL/PROTECTION LEAK. LIMITATIONS: ·NO LIMITATIONS MAINTENANCE: ·PORTABLE TOILETS SHOULD BE MAINTAINED IN GOOD WORKING ORDER BY LICENSED SERVICE WITH DAILY OBSERVATION FOR LEAK DETECTION. ·REGULAR WASTE COLLECTION SHOULD BE ARRANGED WITH LICENSED SERVICE. ·ALL WASTE SHOULD BE DEPOSITED IN SANITARY SEWER SYSTEM FOR TREATMENT WITH APPROPRIATE AGENCY APPROVAL. CONTAINMENT EARTH BERM GRAVEL PAD1' x 1' OBJECTIVES □HOUSEKEEPING PRACTICES □CONTAIN WASTE □MINIMIZE DISTURBED AREA □STABILIZE DISTURBED AREA □PROTECT SLOPES/CHANNELS □CONTROL SITE PERIMETER □CONTROL INTERNAL EROSION TARGETED POLLUTANTS □SEDIMENT □NUTRIENTS □TOXIC MATERIALS □OIL & GREASE □FLOATABLE MATERIALS □OTHER WASTE _______________________________________________ □HIGH IMPACT □MEDIUM IMPACT □LOW OR UNKNOWN IMPACT _______________________________________________ IMPLEMENTATION REQUIREMENTS □CAPITAL COSTS □O & M COSTS □MAINTENANCE □TRAINING □HIGH □MEDIUM □LOW SCALE: N.T.S. PORTABLE TOILETS C5 DESCRIPTION: PREVENT OR REDUCE THE DISCHARGE OF POLLUTANTS TO STORM WATER FROM CONCRETE WASTE BY CONDUCTING WASHOUT OFF-SITE, PERFORMING ON-SITE WASHOUT IN A DESIGNATED AREA, AND TRAINING EMPLOYEES AND SUBCONTRACTORS. APPLICATIONS: ·THIS TECHNIQUE IS APPLICABLE TO ALL TYPES OF SITES. INSTALLATION/APPLICATION CRITERIA: ·STORE DRY AND WET MATERIALS UNDER COVER, AWAY FROM DRAINAGE AREAS. ·AVOID MIXING EXCESS AMOUNTS OF FRESH CONCRETE OR CEMENT ON-SITE. ·PERFORM WASHOUT OF CONCRETE TRUCKS OFF-SITE OR IN DESIGNATED AREAS ONLY. ·DO NOT WASH OUT CONCRETE TRUCKS INTO STORM DRAINS, OPEN DITCHES, STREETS, OR STREAMS. ·DO NOT ALLOW EXCESS CONCRETE TO BE DUMPED ON-SITE, EXCEPT IN DESIGNATED AREAS. ·WHEN WASHING CONCRETE TO REMOVE FINE PARTICLES AND EXPOSE THE AGGREGATE, AVOID CREATING RUNOFF BY DRAINING THE WATER WITHIN A BERMED OR LEVEL AREA (SEE EARTH BERM BARRIER INFORMATION SHEET.) ·TRAIN EMPLOYEES AND SUBCONTRACTORS IN PROPER CONCRETE WASTE MANAGEMENT. LIMITATIONS: ·OFF-SITE WASHOUT OF CONCRETE WASTES MAY NOT ALWAYS BE POSSIBLE. MAINTENANCE: ·INSPECT SUBCONTRACTORS T ENSURE THAT CONCRETE WASTES ARE BEING PROPERLY MANAGED. ·IF USING A TEMPORARY PIT, DISPOSE HARDENED CONCRETE ON A REGULAR BASIS. CONTAINMENT EARCH BERM ALL AROUND WASHDOWN AREA PONDING STORAGE LOCATE 50' FROM NEAREST DRAINAGE AREA OBJECTIVES □HOUSEKEEPING PRACTICES □CONTAIN WASTE □MINIMIZE DISTURBED AREA □STABILIZE DISTURBED AREA □PROTECT SLOPES/CHANNELS □CONTROL SITE PERIMETER □CONTROL INTERNAL EROSION TARGETED POLLUTANTS □SEDIMENT □NUTRIENTS □TOXIC MATERIALS □OIL & GREASE □FLOATABLE MATERIALS □OTHER WASTE _______________________________________________ □HIGH IMPACT □MEDIUM IMPACT □LOW OR UNKNOWN IMPACT _______________________________________________ IMPLEMENTATION REQUIREMENTS □CAPITAL COSTS □O & M COSTS □MAINTENANCE □TRAINING □HIGH □MEDIUM □LOW SCALE: N.T.S. CONCRETE WASTE MANAGEMENT A5 FILTERSOCK SPECIFICATION: FILTREXX FILTERSOCK INSTALLATION AND MAINTENANCE 1.0 DESCRIPTION: THIS WORK SHALL CONSIST OF FURNISHING, INSTALLING, MAINTAINING AND DISPERSING (IF NEEDED) A WATER PERMEABLE COMPOST FILTER SOCK (FILTREXX FILTERSOCK) TO CONTAIN SOIL EROSION AND SEDIMENT BY REMOVING SOIL PARTICLES FROM WATER MOVING OFF SITE INTO ADJACENT WATERWAYS OR STORM WATER DRAINAGE SYSTEMS. FILTERSOCKS WILL BE USED AS A FORM OF INLET PROTECTION FOR OPERATIONAL STORM DRAINAGE SYSTEMS. 2.0 COMPOST PRODUCTS USED TO FILL FILTREXX FILTERSOCKS 1.COMPOST: COMPOST USED FOR FILTREXX FILTERSOCKS SHALL BE WEED FREE AND DERIVED FROM A WELL-DECOMPOSED SOURCE OF ORGANIC MATTER. THE COMPOST SHALL BE PRODUCED USING AN AEROBIC COMPOSTING PROCESS MEETING CFR 503 REGULATIONS, INCLUDING TIME AND TEMPERATURE DATA INDICATING EFFECTIVE WEED SEED, PATHOGEN AND INSECT LARVAE KILL. THE COMPOST SHALL BE FREE OF ANY REFUSE, CONTAMINANTS OR OTHER MATERIALS TOXIC TO PLANT GROWTH. NON-COMPOSTED PRODUCTS WILL NOT BE ACCEPTED. TEST METHODS FOR THE ITEMS BELOW SHOULD FOLLOW USCC TMECC GUIDELINES FOR LABORATORY PROCEDURES: A.PH - 5.0-8.0 IN ACCORDANCE WITH TMECC 04.11-A, "ELECTROMETRIC PH DETERMINATIONS FOR COMPOST" B.PARTICLE SIZE - 99% PASSING A 1" SIEVE, 90% PASSING A _" SIEVE AND A MINIMUM OF 70% GREATER THAN THE 3/8" SIEVE. A TOTAL OF 98 % SHALL NOT EXCEED 3 INCHES IN LENGTH, IN ACCORDANCE WITH TMECC 02.02-B, "SAMPLE SIEVING FOR AGGREGATE SIZE CLASSIFICATION" C.MOISTURE CONTENT OF LESS THAN 60% IN ACCORDANCE WITH STANDARDIZED TEST METHODS FOR MOISTURE DETERMINATION. D.MATERIAL SHALL BE RELATIVELY FREE (<1% BY DRY WEIGHT) OF INERT OR FOREIGN MAN MADE MATERIALS. E. A SAMPLE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO BEING USED AND MUST COMPLY WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS. 3.0 CONSTRUCTION AND INSTALLATION OF FILTREXX FILTERSOCKS: 1.FILTREXX FILTERSOCKS WILL BE USED AS A FORM OF INLET PROTECTION ON CONSTRUCTION SITES WHICH REQUIRE PROTECTION AGAINST SEDIMENT LADEN WATER AFTER STORM DRAINS BECOME OPERATIONAL. 2.FILTREXX FILTERSOCKS WILL BE PLACED AT LOCATIONS INDICATED ON PLANS AS DIRECTED BY THE ENGINEER. FILTERSOCKS SHOULD BE INSTALLED IN A PATTERN THAT ALLOWS COMPLETE PROTECTION OF THE INLET AREA 3.INSTALLATION OF FILTREXX FILTERSOCKS WILL ENSURE A MINIMAL OVERLAP OF AT LEAST ONE FOOT ON EITHER SIDE OF THE OPENING BEING PROTECTED. THE FILTERSOCKS WILL BE ANCHORED TO THE SOIL BEHIND THE CURB USING STAPLES, STAKES OR OTHER DEVICES CAPABLE OF HOLDING THE FILTERSOCK IN PLACE. 4.STANDARD SIZES OF FILTERSOCKS FOR INLET PROTECTION WILL BE 8" DIAMETER PRODUCTS. IN SEVERE FLOW SITUATIONS, LARGER FILTERSOCKS MAY BE RECOMMENDED BY THE ENGINEER. 5.FILTERSOCKS SHALL BE CONSTRUCTED OF A WOVEN MATERIAL AND FILLED WITH A COMPOST PRODUCT THAT PASSES THE CRITERIA LISTED IN SECTION 2. 6.IF THE FILTERSOCKS BECOME CLOGGED WITH DEBRIS AND SEDIMENT, THEY SHALL BE MAINTAINED SO AS TO ASSURE A PROPER DRAINAGE AND WATER FLOW INTO THE STORM DRAIN. IN SEVERE STORM EVENTS, OVERFLOW OF THE FILTERSOCK MAY BE ACCEPTABLE IN ORDER TO KEEP THE AREA FROM FLOODING. 7.THE FILTERSOCKS SHALL BE POSITIONED SO AS TO PROVIDE COMPLETE PHYSICAL BARRIER TO THE DRAIN ITSELF, ALLOWING SEDIMENT TO COLLECT ON THE OUTSIDE OF THE FILTERSOCKS. SEE ATTACHED SCHEMATIC FOR FILTREXX FILTERSOCK INSTALLATION. 8.FOR AREAS WHERE FILTERSOCKS ARE TO BE LEFT AS A PERMANENT PART OF THE LANDSCAPE, FILTERSOCKS MAY BE SEEDED DURING TIME OF MANUFACTURE TO CREATE A LIVING SOCK. FOR SEEDING OPTIONS, THE ENGINEER MAY SIMPLY REPLACE ALL LANGUAGE ABOVE WITH "LIVING FILTREXX FILTERSOCKS" 4.0 MAINTENANCE: 1.THE CONTRACTOR SHALL MAINTAIN FILTREXX FILTERSOCKS IN A FUNCTIONAL CONDITION AT ALL TIMES AND IT SHALL BE ROUTINELY INSPECTED. 2.WHERE THE FILTERSOCK REQUIRES REPAIR, IT WILL BE ROUTINELY REPAIRED. 3.THE CONTRACTOR SHALL REMOVE SEDIMENTS COLLECTED AT THE BASE OF THE FILTERSOCK WHEN THEY REACH 1/3 OF THE EXPOSED HEIGHT OF THE FILTERSOCK, OR AS DIRECTED BY THE ENGINEER. 4.THE FILTREXX FILTERSOCK WILL BE DISPERSED ON SITE WHEN NO LONGER REQUIRED, AS DETERMINED BY THE ENGINEER. THE NETTING MATERIAL WILL BE DISPOSED OF IN NORMAL TRASH CONTAINERS OR REMOVED BY THE CONTRACTOR. 5.REGULAR MAINTENANCE INCLUDES LIFTING THE FILTREXX FILTERSOCKS AND CLEANING UNDER THEM AS SEDIMENT COLLECTS. 5.0 METHOD OF MEASUREMENT: BID ITEMS SHALL SHOW MEASUREMENT AS `FILTREXX FILTERSOCK' PER LINEAR FOOT, INSTALLED OR PER INLET, AS SPECIFIED BY THE ENGINEER. 6.0 PERFORMANCE: 1.CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A WORKING EROSION CONTROL SYSTEM AND MAY, WITH APPROVAL OF THE ENGINEER, WORK OUTSIDE THE MINIMUM CONSTRUCTION REQUIREMENTS AS NEEDED. 2.WHERE THE FILTERSOCK DETERIORATES OR FAILS, IT WILL BE REPAIRED OR REPLACED WITH A MORE EFFECTIVE ALTERNATIVE. 3.CONTRACTOR IS REQUIRED TO BE A CERTIFIED FILTREXX INSTALLER AS DETERMINED BY FILTREXX INTERNATIONAL, LLC (440-926-8041 OR VISIT WEBSITE AT FILTREXX.COM). CERTIFICATION SHALL BE CONSIDERED CURRENT IF APPROPRIATE IDENTIFICATION IS SHOWN DURING TIME OF BID OR AT TIME OF APPLICATION. 7.0 APPLICATION GUIDELINES: 1.FILTREXX FILTERSOCKS SHALL EITHER BE MADE ON SITE OR DELIVERED TO THE JOBSITE USING A 3 MIL TUBULAR HDPE KNITTED MESH NETTING MATERIAL, FILLED WITH COMPOST PASSING THE ABOVE SPECIFICATIONS FOR COMPOST PRODUCTS AS OUTLINED IN 2.0. 2.FILTREXX FILTERSOCKS NETTING MATERIALS ARE AVAILABLE ONLY FROM FILTREXX INTERNATIONAL, LLC AND ARE THE ONLY CERTIFIED MESH MATERIALS ACCEPTED IN CREATING FILTREXX PRODUCTS ON SITE OR AS DELIVERED TO THE JOB SITE. STANDARD FILTREXX COLOR CODING SYSTEMS INCLUDE YELLOW AND BLACK STRIPED MESH NETTING WITH 3/8" MESH OPENINGS FOR INLET PROTECTION. OTHER COLORS ARE ONLY ACCEPTABLE AS APPROVED BY BOTH THE ENGINEER AND FILTREXX INTERNATIONAL, LLC. 3.CONTRACTOR IS REQUIRED TO BE A CERTIFIED FILTREXX INSTALLER AS DETERMINED BY FILTREXX INTERNATIONAL, LLC (440-926-8041 OR VISIT WEBSITE AT FILTREXX.COM). CERTIFICATION SHALL BE CONSIDERED CURRENT IF APPROPRIATE IDENTIFICATION IS SHOWN DURING TIME OF BID OR AT TIME OF APPLICATION. 8.0 AVAILABLE VENDORS FILTREXX FILTERSOCKS MAY BE PURCHASED FROM THE FOLLOWING CERTIFIED FILTREXX INSTALLERS: WINDSWEPT ORGANIX INC. WORK: 480-963-4638 FAX: 408-940-4261 850 SOUTH BOGLE AVE, SUITE 2 CHANDLER, AZ 85225 C REPLENISH AREA INLET FILTER FABRIC REQUIRED OVER GRATE 8" FILTER FILTER SOCK FILTER FABRIC REQUIRED OVER GRATE CURB INLET 8" FILTER FILTER SOCK EMP T Y F I L T E R F I L T E R S O C K TIED O F F T O S T A K E S W A T E R F L O W W A T E R F L O W WATE R F L O W W A T E R F L O W WATE R F L O W SCALE: N.T.S. SEDIMENT BARRIER / FILTER SOCK PROTECTION A1 Pr i n t e d : 24 F e b 2 0 2 3 5: 0 4 P M Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # Da t e De s c r i p t i o n 10 W a r d S t a k e C e n t e r Re x b u r g I D M a r r i e d S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Co u n t y P a r c e l : RP R 6 N 4 0 E 3 1 5 4 0 0 BH D # : 21 0 9 Da t e : 1 N o v 2 0 2 2 Ow n e r # : 50 1 - 3 5 6 0 Pl a n S e r i e s : 10 W a r d S C PR O J E C T N O : 2 2 3 5 4 GENERAL NOTES 1.1 COMPLIANCE 1.ALL WORK TO CONFORM TO GOVERNING MUNICIPALITY'S STANDARDS, SPECIFICATIONS AND REQUIREMENTS. 2.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS AND THE MOST RECENT, ADOPTED EDITIONS OF THE FOLLOWING: INTERNATIONAL BUILDING CODE (IBC), THE INTERNATIONAL PLUMBING CODE, STATE DRINKING WATER REGULATIONS, APWA MANUAL OF STANDARD PLANS AND SPECIFICATIONS, ADA ACCESSIBILITY GUIDELINES. 3.ALL CONSTRUCTION SHALL BE AS SHOWN ON THESE PLANS. ANY REVISIONS MUST HAVE PRIOR WRITTEN APPROVAL. 1.2 PERMITTING AND INSPECTIONS 1.PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED THOROUGHLY REVIEWED PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 2.CONTRACTOR IS RESPONSIBLE FOR SCHEDULING AND NOTIFYING ARCHITECT/ENGINEER OR INSPECTING AUTHORITY 48 HOURS IN ADVANCE OF COVERING UP ANY PHASE OF CONSTRUCTION REQUIRING OBSERVATION. 3.ANY WORK IN THE PUBLIC RIGHT-OF-WAY WILL REQUIRE PERMITS FROM THE APPROPRIATE, CITY, COUNTY OR STATE AGENCY CONTROLLING THE ROAD AND WITH APPROPRIATE INSPECTIONS. 1.3 COORDINATION & VERIFICATION 1.ALL DIMENSIONS, GRADES & UTILITY DESIGNS SHOWN ON THE PLANS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS, IF NOT VERIFIED AND NOTIFICATION OF CONFLICTS HAVE NOT BEEN BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER. 2.CONTRACTOR MUST VERIFY ALL EXISTING CONDITIONS BEFORE BIDDING AND BRING UP ANY QUESTIONS BEFOREHAND. NO ALLOWANCE WILL BE MADE FOR DISCREPANCIES OR OMISSIONS THAT CAN BE EASILY OBSERVED. 3.CONTRACTOR TO COORDINATE WITH ALL OTHER DISCIPLINES, INCLUDING BUT NOT LIMITED TO: LANDSCAPE PLANS, SITE ELECTRICAL SITE LIGHTING PLANS AND ELECTRICAL SERVICE TO THE BUILDING(S), MECHANICAL PLANS FOR LOCATION OF SERVICES TO THE BUILDING(S), INCLUDING FIRE PROTECTION, ARCHITECTURAL SITE PLAN FOR DIMENSIONS, ACCESSIBLE ROUTES, ETC., NOT SHOWN ON CIVIL PLANS. 4.CONTRACTOR IS TO COORDINATE LOCATION OF NEW TELEPHONE SERVICE, GAS SERVICE, CABLE, ETC. TO BUILDING WITH THE APPROPRIATE UTILITY COMPANY. FOR TELEPHONE, CONTRACTOR TO FURNISH CONDUIT, PLYWOOD BACKBOARD, AND GROUND WIRE, AS REQUIRED. 1.4 SAFETY AND PROTECTION 1.CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION, 2.CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF THE PROJECT AND SHALL MEET ALL OSHA REQUIREMENTS. 3.CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO LOCAL AND FEDERAL CODES GOVERNING SHORING AND BRACING OF EXCAVATIONS AND TRENCHES, AND FOR THE PROTECTION OR WORKERS AND PUBLIC. 4.CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT ALL EXISTING PUBLIC AND PRIVATE PROPERTY, ROADWAYS, AND UTILITY IMPROVEMENTS. DAMAGE TO EXISTING IMPROVEMENTS CAUSED BY THE CONTRACTOR MUST BE REPAIRED BY THE CONTRACTOR AT HIS/HER EXPENSE TO THE SATISFACTION OF THE OWNER OF SAID IMPROVEMENTS. 5.CONTRACTOR IS REQUIRED TO KEEP ALL CONSTRUCTION ACTIVITIES WITHIN THE APPROVED PROJECT LIMITS. THIS INCLUDES, BUT IS NOT LIMITED TO, VEHICLE AND EQUIPMENT STAGING, MATERIAL STORAGE AND LIMITS OF TRENCH EXCAVATION. 6.IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN PERMISSION AND/OR EASEMENTS FROM THE APPROPRIATE GOVERNMENT AGENCY AND/OR INDIVIDUAL PROPERTY OWNER(S) FOR WORK OR STAGING OUTSIDE OF THE PROJECT LIMITS. 7.CONTRACTOR SHALL PROVIDE BARRICADES, SIGNS, FLASHERS, OTHER EQUIPMENT AND FLAG PERSONS NECESSARY TO INSURE THE SAFETY OF WORKERS AND VISITORS. ALL CONSTRUCTION SIGNING, BARRICADING, AND TRAFFIC DELINEATION SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", LATEST EDITION. 8.CONTRACTOR SHALL COMPLY WITH LOCAL NOISE ORDINANCE STANDARDS. 9.CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL ACCORDING TO GOVERNING AGENCY STANDARDS. 10.CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM STORM WATER RUNOFF AND/OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONNECTION WITH CONSTRUCTION. SUBMIT A STORM WATER POLLUTION PREVENTION PLAN, IF REQUIRED. 11.WORK IN PUBLIC STREETS, ONCE BEGUN, SHALL BE PROSECUTED TO COMPLETION WITHOUT DELAY AS TO PROVIDE MINIMUM INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND TO THE TRAVELING PUBLIC. 12.CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITIONS BETWEEN NEW CONSTRUCTION AND EXISTING SURFACES TO PROVIDE FOR PROPER DRAINAGE AND FOR INGRESS AND EGRESS TO NEW CONSTRUCTION. 13.NATURAL VEGETATION AND SOIL COVER SHALL NOT BE DISTURBED PRIOR TO ACTUAL CONSTRUCTION OF A REQUIRED FACILITY OR IMPROVEMENT. MASS CLEARING OF THE SITE IN ANTICIPATION OF CONSTRUCTION SHALL BE AVOIDED. CONSTRUCTION TRAFFIC SHALL BE LIMITED TO ONE APPROACH TO THE SITE. THE APPROACH SHALL BE DESIGNATED BY THE OWNER OR GOVERNING AGENCY. 14.THE CONTRACTOR SHALL TAKE REASONABLE MEASURE TO PROTECT EXISTING IMPROVEMENTS FROM DAMAGE AND ALL SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATION SHALL BE REPAIRED OR RECONSTRUCTED TO THE ENGINEER/OWNER'S SATISFACTION AT THE EXPENSE OF THE CONTRACTOR. 1.5 MATERIALS 1.SITE CONCRETE SHALL BE A MINIMUM 6.5 BAG MIX, 4000 P.S.I. @ 28 DAYS, 4" MAXIMUM SLUMP WITH 5 + OR - 1% AIR ENTRAINMENT, UNLESS SPECIFIED OTHERWISE. -SEE SPECIFICATION A.SLABS-ON-GRADE WILL BE TYPICALLY SCORED (1/4 THE DEPTH) AT INTERVALS NOT TO EXCEED THEIR WIDTH OR 12 TIMES THEIR DEPTH, WHICHEVER IS LESS. SCORING WILL BE PLACED TO PREVENT RANDOM CRACKING. FULL DEPTH EXPANSION JOINTS WILL BE PLACED AGAINST ANY OBJECT DEEMED TO BE FIXED, CHANGES IN DIRECTION AND AT EQUAL INTERVALS NOT TO EXCEED 50 FEET. B.CONCRETE WATERWAYS, CURBWALLS, MOWSTRIPS, CURB AND GUTTER, ETC. WILL TYPICALLY BE SCORED (1/4 THE DEPTH AT INTERVALS NOT TO EXCEED 10 FEET AND HAVE FULL DEPTH EXPANSION JOINTS AT EQUAL SPACING NOT TO EXCEED 50 FEET. C.UNLESS OTHERWISE NOTED, ALL SLABS-0N-GRADE WILL HAVE A MINIMUM 8" TURNED-DOWN EDGE TO HELP CONTROL FROST HEAVE. D.UNLESS OTHERWISE NOTED, ALL ON-GRADE CONCRETE WILL BE PLACED ON A MINIMUM 4" GRAVEL BASE OVER A WELL COMPACTED (90%) SUBGRADE. E.ALL EXPOSED SURFACES WILL HAVE A TEXTURED FINISH, RUBBED OR BROOMED. ANY "PLASTERING" OF NEW CONCRETE WILL BE DONE WHILE IT IS STILL "GREEN". F.ALL JOINTS (CONTROL, CONSTRUCTION OR EXPANSION JOINTS, ETC.) WILL BE SEALED WITH A ONE PART POLYURETHANE SEALANT (SEE SPECIFICATION). 2.ASPHALTIC CONCRETE PAVEMENT SHALL BE A MINIMUM 3" OVER 6" OF COMPACTED (95%) ROAD BASE OVER PROPERLY PREPARED AND COMPACTED (90%) SUBGRADE, UNLESS NOTED OTHERWISE. -SEE SPECIFICATIONS, AND DETAIL 'D1' SHEET C5.01 A.ASPHALT COMPACTION SHALL BE A MINIMUM 96% (MARSHALL DESIGN). B.SURFACE COARSE SHALL BE ½ " MINUS. MIX DESIGN TO BE SUBMITTED FOR APPROVAL AT LEAST TWO WEEKS PRIOR TO ANTICIPATED PAVING SCHEDULE. C.AC PAVEMENT TO BE A ¼" ABOVE LIP OF ALL GUTTER AFTER COMPACTION. D.THICKNESSES OVER 3" WILL BE LAID IN TWO LIFTS WITH THE FIRST LIFT BEING AN APPROVED 3/4" MINUS DESIGN. 1.6 GRADING / SOILS 1.SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE SOILS REPORT, WHICH BY REFERENCE ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE, UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS, OR IN THE SPECIFICATIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY BETWEEN THE SOILS REPORT AND THESE PLANS AND SPECIFICATIONS. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ALL SOFT, YIELDING OR UNSUITABLE MATERIALS AND REPLACING WITH SUITABLE MATERIALS AS SPECIFIED IN THE SOILS REPORT. 3.ALL EXCAVATED OR FILLED AREAS SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM TEST D-1557, EXCEPT UNDER BUILDING FOUNDATIONS WHERE IT SHALL BE 98% MIN. OF MAXIMUM DENSITY. MOISTURE CONTENT AT TIME OF PLACEMENT SHALL NOT EXCEED 2% ABOVE NOR 3% BELOW OPTIMUM. 4.CONTRACTOR SHALL SUBMIT A COMPACTION REPORT PREPARED BY A QUALIFIED REGISTERED SOILS ENGINEER, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITH THE BUILDING PAD AREA AND AREAS TO BE PAVED, HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE SOILS REPORT. 5.SITE CLEARING SHALL INCLUDE THE LOCATING AND REMOVAL OF ALL UNDERGROUND TANKS, PIPES, VALVES, ETC. 6.ALL EXISTING VALVES, MANHOLES, ETC. SHALL BE RAISED OR LOWERED TO GRADE AS REQUIRED. GENERAL NOTES: CONTINUED 1.7 UTILITIES 1.THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THESE PLANS ARE BASED ON FIELD SURVEYS AND LOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES EITHER DIRECT OR THROUGH BLUE STAKE TO LOCATE THEIR FACILITIES PRIOR TO STARTING CONSTRUCTION. 2.CONTRACTOR TO VERIFY BY POTHOLING BOTH THE VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UTILITIES PRIOR TO INSTALLING ANY NEW LINES. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY HIS WORK FORCE. 3.CONTRACTOR MUST START AT LOW END OF ALL NEW GRAVITY UTILITY LINES. MECHANICAL SUB-CONTRACTOR MUST BE PROVIDED CIVIL SITE DRAWINGS FOR COORDINATION AND TO CHECK THE FLOW FROM THE LOWEST POINT IN BUILDING TO THE FIELD VERIFIED CONNECTION AT THE EXISTING MAIN. NO EXTRA COMPENSATION IS TO BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO FAILURE TO COMPLY WITH THESE REQUIREMENTS. 4.CONTRACTOR IS TO VERIFY LOCATION, DEPTH, SIZE, TYPE, AND OUTSIDE DIAMETERS OF UTILITIES IN THE FIELD BY POTHOLING A MINIMUM OF 300 FEET AHEAD, PIPELINE CONSTRUCTION TO AVOID CONFLICTS WITH DESIGNED PIPELINE GRADE AND ALIGNMENT. EXISTING UTILITY INFORMATION SHOWN ON PLANS OR OBTAINED FROM UTILITY COMPANIES OR BLUE STAKED MUST BE ASSUMED AS APPROXIMATE, REQUIRING FIELD VERIFICATION. 5.CULINARY WATER AND FIRE SERVICE LINES TO BE CONSTRUCTED IN ACCORDANCE WITH LOCAL GOVERNING MUNICIPALITY STANDARDS AND SPECIFICATIONS. 6.SANITARY SEWER MAINS AND LATERALS TO BE CONSTRUCTED IN ACCORDANCE WITH LOCAL GOVERNING MUNICIPALITY SEWER DISTRICT STANDARDS AND SPECIFICATIONS. 7.STORM SEWER TO BE CONSTRUCTED IN ACCORDANCE WITH THE GOVERNING MUNICIPALITY STANDARDS AND SPECIFICATIONS. 8.ALL STORM DRAIN AND IRRIGATION CONDUITS SHALL BE INSTALLED WITH WATER TIGHT JOINTS AND CONNECTIONS. 9.ALL STORM DRAIN PIPE PENETRATIONS INTO BOXES SHALL BE CONSTRUCTED WITH WATER TIGHT SEALS ON THE OUTSIDE AND GROUTED SMOOTH WITH A NON-SHRINK GROUT ON THE INSIDE. CONDUITS SHALL BE CUT OFF FLUSH WITH THE INSIDE OF THE BOX. 10.NO CHANGE IN THE DESIGN OF UTILITIES AS SHOWN WILL BE MADE BY THE CONTRACTOR WITHOUT THE WRITTEN APPROVAL OF THE GOVERNING MUNICIPALITY, OR OTHER AUTHORITY HAVING JURISDICTION OVER THAT UTILITY. 11.ALL STORM DRAIN CONDUITS AND BOXES SHALL BE CLEAN AND FREE OF ROCKS, DIRT, AND CONSTRUCTION DEBRIS PRIOR TO FINAL INSPECTION. 1.8 SURVEY CONTROL 1.CONTRACTOR MUST PROVIDE A REGISTERED LAND SURVEYOR OR PERSONS UNDER THE SUPERVISION OF A REGISTERED LAND SURVEYOR TO SET STAKES FOR THE ALIGNMENT AND GRADE OF EACH MAIN AND/OR FACILITY AS SHOWN ON THE PLANS. THE STAKES SHALL BE MARKED WITH THE HORIZONTAL LOCATION (STATION) AND VERTICAL LOCATION (GRADE) WITH CUTS AND/OR FILLS TO THE APPROVED GRADE OF THE MAIN AND OR FACILITY AS SHOWN ON THE PLANS. 2.THE CONTRACTOR SHALL PROTECT ALL STAKES AND MARKERS FOR VERIFICATION PURPOSES. 3.CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING, MAINTAINING, OR RESTORING ALL MONUMENTS AND REFERENCE MARKS WITHIN THE PROJECT SITE. 1.9 AMERICAN DISABILITIES ACT 1.PEDESTRIAN / ADA ROUTES SHALL MEET THE FOLLOWING SPECIFICATIONS: *ROUTES SHALL HAVE A 2.00% (1:50) MAXIMUM CROSS SLOPE. *ROUTES SHALL HAVE A 5.00% (1:20) MAXIMUM RUNNING SLOPE. *RAMPS SHALL HAVE A 8.33% (1:12) MAXIMUM RUNNING SLOPE. 2.ADA PARKING STALLS AND ADJACENT ROUTES SHALL HAVE A 2.00% MAXIMUM SURFACE SLOPE IN ANY DIRECTION. 3.THE CONTRACTOR SHALL ADHERE TO THE ABOVE SPECIFICATIONS. IN THE EVENT OF A DISCREPANCY IN THE CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER PRIOR TO ANY CONSTRUCTION. MONUMENT LINE CENTER LINE SUBJECT PROPERTY LINE ADJACENT PROPERTY LINE EASEMENT LINE DITCH FLOWLINE FENCE LINE ATMS CABLE CABLE TV LINE COMMUNICATIONS LINE FIBER-OPTIC CABLE FIRE LINE IRRIGATION LINE NATURAL GAS LINE OVERHEAD COMMUNICATIONS OVERHEAD POWER LINE OVERHEAD TELEPHONE LINE OVERHEAD TELEVISION LINE POWER LINE POWER/COMMUNICATIONS LINE POWER/TELEPHONE LINE POWER/TELE/COMM LINE ROOF DRAIN LINE SECONDARY WATER LINE SANITARY SEWER LINE STEAM LINE STORM DRAIN LINE TELEPHONE LINE TELEPHONE/COMM LINE UNDERDRAIN UNDERGROUND COMMUNICATIONS UNDERGROUND POWER LINE UNDERGROUND TELEPHONE LINE UNDERGROUND TELEVISION WATER LINE CONTOUR LINE CURB & GUTTER (STD) CURB & GUTTER (OUTFALL) CONCRETE PAVEMENT STD. DUTY ASPHALT HEAVY DUTY ASPHALT SECTION CORNER (FOUND) SECTION CORNER (NOT FOUND) STREET MONUMENT BRASS CAP MONUMENT POWER POLE UTILITY POLE GUY ANCHOR POWER TRANSFORMER TRAFFIC SIGNAL CABINET LIGHT POLE TELEPHONE RISER TELEPHONE MANHOLE TRAFFIC SIGNAL BOX WATER MANHOLE WATER VALVE WATER METER FIRE HYDRANT SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT STORM DRAIN MANHOLE STORM DRAIN CURB INLET STORM DRAIN CATCH BASIN STORM DRAIN CLEANOUT STORM DRAIN COMBO BOX MAILBOX SIGN FLOW DIRECTION SPOT ELEVATION CONIFEROUS TREE DECIDUOUS TREE EXISTINGNEW EXISTINGNEW ATMS X X atms LEGEND TV tv C c FO fo F f G g IRR irr OHP ohp P p P/C p/c P/T p/t P/T/C p/t/c RD rd SW sw S s ST st SD sd T t T/C t/c UGP ugp W w GUY GUY TRANS TRANS TR TR T T W W WM WM S S SSCO SSCO SD SD SD SD MB MB 4572 44.00 EX TOC 44.00 TOC OHC ohc OHT oht OHTV ohtv UGC ugc UGTV ugtv UGT ugt 72 UD ud ABBREVIATIONS AC ACRE ADA AMERICANS WITH DISABILITIES ACT ATMS ADVANCED TRAFFIC MGMT. SYSTEM B&C BAR & CAP BC BUILDING CORNER BLUE BLUE STAKED ELECTRIC BLUFO BLUE STAKED FIBER OPTIC BLUG BLUE STAKED NATURAL GAS BLUIRR BLUE STAKED IRRIGATION BLUSD BLUE STAKED STORM DRAIN BLUSS BLUE STAKED SANITARY SEWER BLUT BLUE STAKED TELEPHONE BLUW BLUE STAKED WATER BM BENCHMARK BOB BOTTOM OF BOX BOL BOLLARD BOV BLOW-OFF VALVE BOW BACK OF WALK BW BOTTOM OF WALL ℄CENTERLINE CATV CABLE TELEVISION CBR CONCRETE BARRIER CC CURB CUT COL COLUMN COMM COMMUNICATIONS CONC CONCRETE CONST CONSTRUCTION CMP CORRUGATED METAL PIPE CP CONTROL POINT CTREE CONIFEROUS TREE CUFT CUBIC FOOT CUYD CUBIC YARD DEL DELINEATOR DIA or Ø DIAMETER DIP DUCTILE IRON PIPE DTREE DECIDUOUS TREE DYL DOUBLE YELLOW LINE E EAST EB ELECTRIC BOX EGL ENERGY GRADE LINE ELEV ELEVATION EM ELECTRIC METER EMH ELECTRIC MANHOLE EOA EDGE OF ASPHALT EOC EDGE OF CONCRETE EOG EDGE OF GRAVEL EOL EDGE OF LAWN EX or EXIST EXISTING F FIRE FC FOUNDATION CORNER FD FOUND FDC FIRE DEPT. CONNECTION FDMN FOUND MONUMENT FDSC FOUND SECTION CORNER FFE FINISHED FLOOR ELEVATION FG FINISHED GRADE FH FIRE HYDRANT FL FLOW LINE FNC FENCE FNCCL CHAIN LINK FENCE FNCIRN IRON FENCE FNCVYL VINYL FENCE FNCWD WOOD FENCE FNCWR WIRE FENCE FO FIBER OPTIC FOW FRONT OF WALK FT FEET G NATURAL GAS GAR GARAGE GB GRADE BREAK GL GROUND LIGHT GM GAS METER GMH GAS MANHOLE GUY GUY WIRE GV GAS VALVE HDPE HIGH DENSITY POLYETHYLENE HG HEADGATE HGL HYDRAULIC GRADE LINE HP HIGH POINT HW HEADWALL or HIGH WATER HWY HIGHWAY ICO IRRIGATION CLEANOUT ICV IRRIGATION CONTROL VALVE IE INVERT ELEVATION IRR IRRIGATION LF LINEAR FEET LIP LIP OF GUTTER LP LOW POINT or LIGHT POLE MAX MAXIMUM MIN MINIMUM MON MONUMENT MP METAL PIPE MW MONITORING WELL N NORTH NG NATURAL GROUND NGRET NG AT RETAINING WALL NR NAIL & RIBBON NW NAIL & WASHER NTS NOT TO SCALE OG ORIGINAL GROUND OH OVERHANG OHC OVERHEAD COMMUNICATIONS OHP OVERHEAD POWER OHT OVERHEAD TELEPHONE OHTV OVERHEAD TELEVISION ⅊PROPERTY LINE PB POWER BOX PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVE PI POINT OF INTERSECTION PM PARKING METER PP POWER POLE PRC POINT OF REVERSE CURVE PRK PARKING STRIPE POC POINT OF CONNECTION PT POINT OF TANGENCY PWR POWER PVC POLYVINYL CHLORIDE PIPE R RANGE RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN REV REVISION ROW RIGHT-OF-WAY RR RAILROAD S SOUTH SAD SEE ARCHITECTURAL DRAWINGS SD STORM DRAIN SDCB STORM DRAIN CATCH BASIN SDCO STORM DRAIN CLEOUNOUT BOX SDMH STORM DRAIN MANHOLE SEC SECTION SPECS SPECIFICATIONS SLB&M SALT LAKE BASE & MERIDIAN SQ SQUARE SQFT SQUARE FEET SQYD SQUARE YARD SS SANITARY SEWER SSCO SANITARY SEWER CLEANOUT SSMH SANITARY SEWER MANHOLE ST STEAM STA STATION STD STANDARD STM STORM SYL SOLID YELLOW LINE SWL SOLID WHITE LINE T TOWNSHIP TBC TOP BACK OF CURB TELE TELEPHONE TFC TOP FACE OF CURB TL TREE LINE TMH TELEPHONE MANHOLE TOA TOP OF ASPHALT TOC TOP OF CONCRETE TOE TOE OF SLOPE TOP TOP OF SLOPE or TOP OF PIPE TOW TOP OF WALK TR TELEPHONE RISER TV TELEVISION TW TOP OF WALL TRANS TRANSFORMER TSP TRAFFIC SIGNAL POLE TSB TRAFFIC SIGNAL BOX UD UNDERDRAIN UGC UNDERGROUND COMMUNICATIONS UGP UNDERGROUND POWER UGT UNDERGROUND TELEPHONE UGTV UNDERGROUND TELEVISION U.N.O.UNLESS NOTED OTHERWISE UP UTILITY POLE VCP VITRIFIED CLAY PIPE VP VERTICAL PIPE W WEST or WATER WM WATER METER WMH WATER MANHOLE WS WATER SURFACE WTR WATER WV WATER VALVE WW WATERWAY Pr i n t e d : 24 F e b 2 0 2 3 5: 0 4 P M Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # Da t e De s c r i p t i o n 10 W a r d S t a k e C e n t e r Re x b u r g I D M a r r i e d S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Co u n t y P a r c e l : RP R 6 N 4 0 E 3 1 5 4 0 0 BH D # : 21 0 9 Da t e : 1 N o v 2 0 2 2 Ow n e r # : 50 1 - 3 5 6 0 Pl a n S e r i e s : 10 W a r d S C PR O J E C T N O : 2 2 3 5 4 Civil Notes C601 M1 M2 2'4'3'18" LANDSCAPE KEY MEETINGHOUSE UNIVERSITY P A R K W A Y 50 0 W E S T S T R E E T Property Line - Fence SHED DRIVEWAY DRIVEWAY PARKING PARKING PARKING PARKING PARKINGPARKING PARKING PARKING SidewalkSidewalk SidewalkSidewalk Si d e w a l k Si d e w a l k Asphalt Side w a l k Asphalt Side w a l k HC Sign HC Sign HC Sign HC Sign HC S i g n HC S i g n LAWN LAWN LAWN POND N.I.C. Sidewalk LAWN LAWN Bike Rack Trash HC Sign HC Sign M2 M2 M2 M2 M2 M2 M2 M2 M1 M1 M1 M1 M1 M1 M1 Note: Park strip trees to be 2" Caliber Little Leaf Linden planted 40' O.C. M1 M2 Pavilion M1 M2 M2 M2M2 M2 MATCH LINE "A" RECREATIONAL LAWN Mo w C u r b M1 M2 Pole Light Pole Light Pole Light Pole Light Pole Light Pole Light Pole Light Pole Light PL PL M1 M1 M2 M2 M2 M2 M2 M2 M2 M1 M2 Sidewalk M1 Pole Light Asphalt Sidewalk M1 Mow LAWN MOW CURB M2 M2 Pole Light Pole Light M2 M2 M2 M2 M2 M2 M2 M2 M2 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 o o o o o o o o M1 M1 o o o oo o o o o o o o o o o o X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXX X X X X X XX X X X X X XXXXX X X X X X X X XXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X G G HC SignHC Sign ConcreteFountain Concrete Curb Mow Curb Mow Curb Mow Curb Mow Curb Mow Curb Mow Curb Mow Curb Mow Curb Mow Curb Property Line - Fence Property Line - Fence Pr o p e r t y L i n e - F e n c e Pr o p e r t y L i n e - F e n c e Pr o p e r t y L i n e - F e n c e Mow Curb Mow Curb Po l e L i g h t Po l e L i g h t M2 M1 M1 Pole Light Retention Pond Retention Pond M2 M2 M1 M1M2M2M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2M2M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 N.I.C. o o M1 oo M1 M1 M1 M1 M1 M1M1 M1 M1 M1 o o o oo o o o o o o o o o o o o o o o o o oo o o o M1 M1 M1 M1 M1 o o o o o o o o o o o o o o M1M1 M1 M1 M1 M1 M1 M1 M2 M2 M2 M2 M2 M2 M2 M2 M2 . . LAWN LAWN LAWN LAWN LAWN Property Line - Fence Pr o p e r t y L i n e - F e n c e Meetinghouse Pavilion MATCH LINE "A" RECREATIONAL LAWN NOTE: Row of Existing Spruce Trees on Neighbors Property X X X X X X X X X X XXXXXXXXXXXXX X X X X X X X X X X Curb Mow Curb Mow Curb Property Line - Fence Pr o p e r t y L i n e - F e n c e Pr o p e r t y L i n e - F e n c e M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M2 2'4'3'18" LANDSCAPE KEY Pr i n t e d : 3 M a r 2 0 2 3 4: 2 6 P M Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # Da t e De s c r i p t i o n 10 W a r d S t a k e C e n t e r Re x b u r g I D M a r r i e d S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Co u n t y P a r c e l : RP R 6 N 4 0 E 3 1 5 4 0 0 BH D # : 21 0 9 Da t e : 1 N o v 2 0 2 2 Ow n e r # : 50 1 - 3 5 6 0 Pl a n S e r i e s : 10 W a r d S C 1 1 M a r 2 0 2 3 S i t e P l a n S u b m i t t a l ea r t h w i s e DE S I G N LA N D S C A P E - I R R I G A T I O N - P L A N N I N G E 10 3 7 9 4 - 5 3 0 1 A DALN S C E I H T R A P C WO L F L E Y GR E G O R Y T S A T HAT OF E U C T LA N D S C A P E A R C H I T E C T St a m p : 80 1 - 6 1 9 - 4 0 4 0 gr e g @ e a r t h w i s e d e s i g n . c o m Scale:1 Landscape Plan 1" = 20'-0" 0'10'20'40'80' Landscape Plan L101 C IRRIGATION LEGEND - Heads IRRIGATION LEGEND - Controller & Valves IRRIGATION LEGEND - Pipe & Drip B TREE LEGEND SHRUB LEGEND GRASS & PERENNIAL LEGEND C Qc Landscape Notes Irrigation Notes 1. THIS SYSTEM IS BASED UPON AN AVAILABLE STATIC PRESSURE OF 75 P.S.I. MINIMUM AND 40 G.P.M. AND 1.5" P.I. WATER CONNECTION. PRIOR TO CONSTRUCTION, CONFIRM STATIC PRESSURE OF THE IRRIGATION WATER AND SIZE OF CONNECTION. NOTIFY LANDSCAPE ARCHITECT IF PRESSURE AND P.S.I. ARE INADEQUATE. 2. THE STOP AND WASTE VALVE AND STAND PIPE WILL BE INSTALLED BY THE SITE UTILITY CONTRACTOR. SEE DETAIL "J" SHEET L521. 3. THIS PLAN IS SOMEWHAT DIAGRAMMATIC. SYSTEM COMPONENTS MAY BE SHOWN IN PAVED AREAS OR OUT OF LANDSCAPE AREAS FOR PLAN CLARITY. ALL PIPING AND COMPONENTS TO BE INSTALLED IN LANDSCAPE AREAS. COORDINATE WITH LANDSCAPE DRAWING TO AVOID CONFLICTS WITH PLANT MATERIALS ESPECIALLY TREES. 4. LOCATE ALL VALVES AND BOXES NO MORE THAN 12" FROM CURB OR SIDEWALK FOR EASY ACCESS AND MAINTENANCE. USE TAN VALVE BOXES AND LIDS WHEN LOCATED IN MULCH AREAS, GREEN IN LAWN AREAS. USE JUMBO VALVE BOXES FOR DRIP VALVE ASSEMBLIES. 5. LOCATE SLEEVES UNDER ALL PAVED SURFACES WHERE PIPE OR WIRE CROSS UNDER. SLEEVE SIZE SHALL BE MINIMUM 2 PIPE SIZES LARGER THAN THE PIPE. CONTROL WIRES SHALL BE PLACED IN SEPARATE SLEEVES. INSTALL MORE THAN ONE SLEEVE PER LOCATION IF NECESSARY. EXTEND SLEEVES 6" BEYOND PAVED SURFACE ON EACH SIDE. 6. CONNECT SHRUB & PERENNIAL DRIP EMITTER ASSEMBLIES TO NEAREST LATERAL LINE. THE INTENT IS FOR ALL SHRUBS AND TREES TO RECEIVE AN APPROPRIATE EMITTER AS PER DOCUMENTS. DETERMINE EXACT LOCATION AND QUANTITY OF EMITTERS FROM THE LANDSCAPE PLAN, NOT WHAT DRAWN ON THIS PLAN. 7. THE SHRUBS AND THE TREES SHALL BE ON SHARED ZONE VALVES. 8. VERIFY EXACT LOCATION OF ELECTRIC CONTROLLER WITH OWNER. INSTALL AS PER MANUFACTURERS RECOMMENDATIONS. COORDINATE WITH ELECTRICIAN EARLY IN PROJECT TO ASSURE CONTROLLER SLEEVES ARE INSTALLED PROPERLY. SEE DETAILS 'L&M' SHEET L522. 9.CONTROL WIRE FROM CONTROLLER TO THE HYDROMETER TO BE CAGE ELECTRICAL: EV-CAB-SEN #18 OR APPROVED EQUAL. 10. INSTALL (3) GROUNDING RODS ADJACENT TO CONTROLLER AS PER MANUFACTURES RECOMMENDATIONS. 11. 120v POWER FROM THE SHED NEEDS SUPPLIED TO THE FILTER BY THE ELECTRICIAN. INSTALL A STEEL LOCKING ENCLOSURE OVER THE AMIAD FILTER. SEE DETAIL 'B' SHEET L521. 12.THIS SYSTEM IS DESIGNED TO BE PURGED OF WATER WITH COMPRESSED AIR IN THE FALL. DO NOT INSTALL AUTOMATIC DRAINS. 12. A 2.5" PVC SCH 40 FLUSH OUT PIPE NEEDS TO BE INSTALLED BETWEEN THE AUTOMATIC FILTER DISCHARGE AND THE STORM DRAIN CATCH BASIN BOX. THIS CATCH BASIN IS LOCATED DIRECTLY NORTH OF THE DUMPSTER WALL. SEE GRADING AND DRAINAGE PLAN. SEE FILTER DETAIL SHEET L521 DETAIL 'B'. 13.THIS SYSTEM IS DESIGNED TO BE PURGED OF WATER WITH COMPRESSED AIR IN THE FALL. DO NOT INSTALL AUTOMATIC DRAINS. 1.0VALVE SIZE ZONE NO.GPM OR DRIPA125 Valve Key o 1. IMPORTED TOPSOIL: ALL LAWN AREAS SHALL RECEIVE FIVE (5) INCHES OF APPROVED IMPORTED TOPSOIL. EACH PLANT MATERIAL PIT WIDTH WILL BE REQUIRED TO BE (3) THREE TIMES THE DIAMETER OF THE ROOT BALL AND BE BACKFILLED WITH A MIX OF HALF IMPORTED TOPSOIL AND HALF EXCAVATED SOILS. SUBMIT A RECENT, WITHIN 60 DAYS, TOPSOIL ANALYSIS ON PROPOSED IMPORTED TOPSOIL FOR REVIEW AND APPROVAL. ADD AMENDMENTS, IF REQUIRED, AS PER ARCHITECTS RECOMMENDATION. DO NOT INSTALL ANY TOPSOIL OR IRRIGATION UNTIL THE SUB-GRADE HAS BEEN CHECKED AND APPROVED FOR PROPER DEPTH BY THE ARCHITECT OR LANDSCAPE ARCHITECT. 2.STOCKPILED AND IN-PLACE TOPSOIL: PLACE STOCKPILED TOPSOILS IN "M1" & "DG" PLANTER AREAS TWELVE INCHES DEEP. EXISTING IN-PLACE TOPSOILS TO BE LEFT IN PLACE. REMOVE ANY SURFACE VEGETATION AND DEBRIS. 3. ALL LANDSCAPE AREAS NOT LAWN TO BE COVERED WITH VARIOUS ROCK MULCH PRODUCTS. SEE MISC. LANDSCAPE OBJECTS LEGEND LOCATED ON THE LANDSCAPE PLAN L101. M1 COBBLE ROCK TO BE INSTALLED THREE (3) INCHES DEEP MINIMUM. M2 COBBLE ROCK TO BE INSTALLED 4" DEEP MINIMUM. WEED BARRIER FABRIC MUST BE COVERED SO IT IS NOT VISIBLE. ALL COBBLE ROCK TO BE FINISH GRADED ONE (1) INCH BELOW ADJACENT CONCRETE EDGES. SUBMIT ROCK PRODUCT SAMPLES FOR APPROVAL BEFORE INSTALLATION. ALL COBBLE ROCK TO BE WASHED BEFORE DELIVERY. 4. WEED BARRIER FABRIC TO BE PLACED UNDER ALL COBBLE ROCK MULCH M1 AND M2. OVERLAP 6" AT JOINTS AND ADHERE TO GROUND USING 1" BY 6" STEEL WIRE STAKES PLACED A MINIMUM OF 4' O.C. ON ALL EDGES. 5. LAWN SHALL BE A BLEND OF AT LEAST THREE KENTUCKY BLUEGRASS VARIETIES. LAWNS SHALL BE INSTALLED IN THE FORM OF SOD FROM A LOCAL GROWER. THE SOD SUPPLIER MUST BE APPROVED BY THE LANDSCAPE ARCHITECT BEFORE DELIVERY AND INSTALLATION. 6. INSTALL TOP OF DRAIN CATCH BASINS FLUSH WITH FINISH GRADE ELEVATIONS TO ALLOW WATER TO DRAIN IN. REMOVE THE WEED BARRIER FABRIC FROM COVERING THE GRATE OPENINGS. MAKE SURE LOCATIONS ARE NOTED ON RECORD DRAWINGS. 7. FREE STANDING BOULDERS TO BE THE SIZES INDICATED ON THE DRAWINGS. BOULDERS TO BE OF A NATURAL APPEARANCE, QUARTZ OR OTHER HARD ROCK, OF A BROWN COLOR. SUBMIT A FULL SIZED SAMPLE FOR APPROVAL BEFORE INSTALLATION. STANSBURY ISLAND BROWN BOULDERS FROM MAX AT ERDA, UTAH 435-849-1111 ARE ACCEPTABLE. PARTIALLY BURY AND PLACE BOULDERS SO THEY HAVE A NATURAL LOOKING APPEARANCE. SEE DETAIL 'K' ON DRAWING L501. 8. CONCRETE MOW CURB INSTALLATION IS DESCRIBED ON THE SITE PLAN DETAILS AND CONCRETE SPECIFICATIONS. MOW CURBS BETWEEN THE TWO SIZES OF COBBLE ROCK ARE NOT REQUIRED. 9. DECOMPOSED GRANITE SUBSTITUTE, DG, IS TO BE INSTALLED 2.5" THICK. MOISTEN DG AFTER SPREADING AND COMPACT WITH A WALK BEHIND VIBRATORY COMPACTOR, OR A STEEL PLATE HAND COMPACTOR IN NARROW AREAS. DO NOT PLACE WEED BARRIER FABRIC UNDER DG. MOISTEN AND LEVEL SUB-GRADE BEFORE INSTALLING DG. FINISHED GRADE TO BE 1" LOW ADJACENT TO CONCRETE CURBS OR SIDEWALK. 10. MAKE SURE ALL LANDSCAPE AREAS HAVE POSITIVE DRAINAGE OUT OF PLANTERS FOLLOWING FINISH GRADING AS PER GRADING AND DRAINAGE DRAWINGS. 11. SEE DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 12. THE BENCHES ARE TO BE MADE FROM CUT STONE FROM MILLER STONE QUARRY LOCATED IN BLUFFDALE, UTAH, OR EQUAL. ROCK SLABS ARE TO BE A MINIMUM OF 4" THICK. BENCHES TO BE MADE FROM 2 SLABS ACTING AS LEGS, AND ONE HORIZONTAL SLAB FOR THE SEAT. THERE IS TO BE NO BACK. ALL BENCHES MUST BE OF A SIMILAR SIZE, COLOR AND APPEARANCE. THE SEAT AND THE LEGS SLABS MUST BE ANCHORED TOGETHER AS PER MILLERS RECOMMENDATION. 13. THE FLAGSTONE PAVERS ARE TO BE THE DARKER COLORED SANDSTONE. STONES NEED TO BE A MINIMUM OF 2" THICK AND FLAT ON TOP. STONES NEED TO BE APPROX. 18-24" WIDE. PLACE ON 1.5 INCHES OF COMPACTED DECOMPOSED GRANITE. GAP BETWEEN STONES NEEDS TO BE APPROX. 2" WIDE. TOP PLANE OF FLAGSTONES NEEDS TO BE LEVEL TO AVOID TRIPPING. AFTER INSTALLATION INSTALL ANOTHER 1 INCH OF DG BETWEEN AND ADJACENT TO STONES AND COMPACT. 14. INSTALL THE NUMBER OF PLANTS DRAWN ON THE PLANS IF THERE IS A DISCREPANCY WITH THE PLANT LEGEND QUANTITIES. 15.WHERE TREES ARE LOCATED IN M1 COBBLE ROCK LEAVE A 4' DIAMETER RING AROUND THE TREE. INSTALL WEED BARRIER AND M1 COBBLE ROCK INSIDE THESE RINGS. Pr i n t e d : 3 M a r 2 0 2 3 4: 2 2 P M Dr a w i n g I s s u e a n d R e v i s i o n S c h e d u l e # Da t e De s c r i p t i o n 10 W a r d S t a k e C e n t e r Re x b u r g I D M a r r i e d S e c o n d S t a k e 5t h W e s t a n d U n i v e r s i t y B o u l e v a r d , R e x b u r g , I d a h o 43 . 8 0 3 3 0 3 , - 1 1 1 . 7 9 6 6 1 2 Co u n t y P a r c e l : RP R 6 N 4 0 E 3 1 5 4 0 0 BH D # : 21 0 9 Da t e : 1 N o v 2 0 2 2 Ow n e r # : 50 1 - 3 5 6 0 Pl a n S e r i e s : 10 W a r d S C 1 1 M a r 2 0 2 3 S i t e P l a n S u b m i t t a l ea r t h w i s e DE S I G N LA N D S C A P E - I R R I G A T I O N - P L A N N I N G E 10 3 7 9 4 - 5 3 0 1 A DALN S C E I H T R A P C WO L F L E Y GR E G O R Y T S A T HAT OF E U C T LA N D S C A P E A R C H I T E C T St a m p : 80 1 - 6 1 9 - 4 0 4 0 gr e g @ e a r t h w i s e d e s i g n . c o m Legends L601