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HomeMy WebLinkAboutPLANS 2 - 06-00571 - Applebee's RestaurantAOOO I.— srlrsr A10 PD N AIOL 0 REFLEGTFD 1 PLAN A lo3 Fl -OOR HNISI [AND SLOPE CLAN n103 RooF PLAN F100 FURNITURE ­CZ TMENI PLAN A200 DCIERIOR LLCVATIONS A201 EX LERIOR ELEVATIONS A300 WALL SEC1lONs GIIONS ""302 W A I sFC-T10N5 A303 WALL SECTIONS 0 INTFRIOR EL¢VA�ONS A40 INTERIOR. FIF S A500 RESFROOM 2LEVATI1NS _ l �d LOAI) NEIGHBORHOOD GRILL & BAR- 975 UNIVERSITY BOULEVARD REXBURG IDAHO INDEX TO DRAWINGS —T AILS " DET "FTA I I __ E"AIS DETAILS A605 ITELATL S A606 DETAILS Al- A_ DCTALL.s A�00 SCJiLDULLS 6i DETAILS 9100 911 . PLANS AND sEC'.T10N5 9101 BAR ELEVATIONS w BAR SECTIONS 110. 3 BAR SECTIONS S DETAILS FOLLNDA IION PLAN 5101 FF ING PLAN 5102 FOUNDA ITON DEI"ARS 5103 GTIIRAL III 'AIS 5104 DE'Al L SIDS RAL DEIAILS 5106 57 FtUCIURAL DETAILS 0 ol Ploo WASTE PIPING] PLAN p WATER P FPTNC - PLAN P102 RISFA ­­R A— & DETAILS P111 I N I0 P4 N QOR ROLICdI W PLAN IM100 PLAN MIDI IT 1.11. sCi- ImIILES N DEIA MPI00 NIECHANLGAL AND PLU.MBB I DETALLS' EI00 III TTING PLAN mol ­1 PLAN Llo2 ROOF POWER PL AN [L03 SCHEDULES � RI5ER. DIAC;RAM DETAIL EIOS POS ROUTING PL V ARI?A SEPARMFION DIAGRAM ll P I., .ND CR17ERII ]It 4 SfPAPPIF➢ NP. f BAISIFA LOAD CRITERIF l- � nE � aRaoE, u,� DRESS "RE za P=F "' S 0474 �(''O])E SUM MARY A000 -.1 7 5 DETAIL I L- N 0 T E S 3 ll--N 7� LNIERS 2E OF R— Y 1 111! _TIl 1-1 To — T E— V 9 NOMINAL T' M .1N', 'N", F—P I F.M,I 1111IFIIII 9. 4INING AN3 NETAL FAAMIN5 11 VT— — LINTIL IT111 L ITIL __ N �E_ V _ 1 " 4�— " FINA AS llEYIlYEl IN Il Il. T --TIDN IAR IE,.N. LN —11 FAUTINI I.—N 19 N—RL RKE NO.F T— �T— .1E. TAI —11 VTTll 1.A.Nll, IT111 IL --11AL 11TI LAW. N— INI, IT111 F I FLNRIN5 ­IPS VINYL —L CTVFRING —N.ARD bll�T. " "I IN "b.ST2V7"."kll I—IN N IN IN RE""RCE NTI `E *4 IAR ` I AN. 11111N, — —V— 11A .11AITI 11 "LIN' 11 l El 37. FOAM CRVIIN FEATIRI. -- —1,I 38 6ALYA�l_ A_� F111 1—� 4. NITTN I, " 41� ILIM�INI&11�K —L —1 .1 43 LAY— T— 11 INIAL T.LNT N..- FAN A, �IT� D.1— AT I' IMU 1111 WIN, RI ""C' _ 45, 6 L�I M F-Al"ll INI I 1144�TffL I 41� PHRL LAT NTLIT111 YT-All 11RIAl 'I IT AT NALF TICK 49 "AF LF 1AR-1 51, IIINCIETE 1-1 -1— . NLI. T. 53 �I LL — IIAR— FIT I T N— " S ....... ,N PA,NT IC NSH 7 SMKC'rU)N 2 SECTION 3 SECTION 4 SECTION V1,F SECTION N— N 0 T E S uc T TN. II—T.11 ....... ... .. I, I, _ --V —TI —ON. INITI —N—E L1011 I I—I—N—AII --IIIN 12 ILISS 4NE 6-1. 1' Il— T— I—I IITI —111 �l Ill—IM 10 1— 8, 5-4g— METIL IIIINI, 11 I� I, II IN-11 —IT N—L .1 IN. 11 ILI—A I —I I—L-I l—N 1— IN— IN—I I' IITI II I NL TI PRIIIII 1-11 1-1 .. ..... .... —R— IIN 3' ­ BASE III III POTI —IN L.NT- III- T� ITI—NIAL 11 11 TIIATII 111111 1 WIZINT IN 1-1 CININETE ILICK I— I'A ITTL 7 5 1-- IM 1� N—Aft= ITNNI 46 IT— ON IETAL L- - 1� INUT NET I —SNING. F—Y FINIII. ST _ I TI 1111RIIII dF C 5�. 11 —TIRI. I—T I IN- 17 LINE INr —E — . ... ... ... 11 IATII —IT111 III I 11 di SECTION 57 4. 3I 58 SI J - V 1 LIMATION 4 1.13VATION llil�.-111M ill;!II�� MOM ELI3VA'I'ION 7 ELEVATION N O T E S V' ON 111IR TI 1 1111 ­T I ­L COVERI 'A' T111 III IN -� :REAM T ea R 11Ta, FE 0E 1 H - 1 STPTION RREFERRiI 11 11 1, J - V 1 LIMATION 4 1.13VATION llil�.-111M ill;!II�� MOM ELI3VA'I'ION 7 ELEVATION 13LEVA'I'ION I Ml1'11111Ma. l '�i 11l 8 ELEVA'T'ION N O T E S V' __R IN AM, 111IR TI 1 1111 ­T I ­L COVERI 'A' T111 III IN -� :REAM T ea R 11Ta, FE 0E 1 H - 1 STPTION RREFERRiI 11 11 1, E 13LEVA'I'ION I Ml1'11111Ma. l '�i 11l 8 ELEVA'T'ION 1 7 e _ 9 3 17 6 E 10 ELI3VMMI 6 ELEVATION 1 CI.I:Y A'1'IVN N O T E S V' __R IN AM, 111IR TI 1 1111 ­T I ­L COVERI 'A' T111 III IN -� :REAM T ea R 11Ta, FE 0E 1 H - 1 STPTION RREFERRiI 11 11 1, 1 7 e _ 9 3 17 6 E 10 ELI3VMMI 6 ELEVATION 1 CI.I:Y A'1'IVN 1 ELEVATION 13 1 8 ELEVATION TIED 3 ELIVATION 4 ELEVATION m 3 E lF1/ p ELEVA'T'ION SPARE SYMBOL " SPARE SYMBOL r� ELEVA'T'ION ID SlAlE 10 ELEVATION i 1l 14 — t 16 14 LLL 3 13 13 23 1 ELEVATION 12 r: LEVATION G� ELEVATION 1 14 13 —4—� 3 C 1 ELEVA'T'ION 1(I ELEVATION 15 — � l EI GI — e c c s s c s c 0o ELEVATION - 9 1 ELEVATION 29 ELEVATION 771 I 1 ELEVATION- I. ELEVA'T'ION 1 4 111 ELEVATION 4 e �m 6 s 9 19 ELEVATION N O T E S 1. QUIRRI TILE WITISEST FEI 7D ° iin�o;'" TI SET11L All a u AS TIL METAL _DS 11 111111T T11 ITILIED 1 11 —EL 11 El. STA—li� STEEL p:asCF. n a1 ® O� 0� 9 ENLARGED RESTROOM PLAN VANITY PLAN xnnw .a< rwx aun - - v � nµ ' - "` n' zuvrsE nwsx ry z n I T-1 on smz, \ raxae rnw � zwc os sroe � Enn� cc 2 MARBLE SILL TARFSHOLD DETAIL VANITY DETAIL R D ID FOR MOUNTING REFET MP HEIG HTS ko g �g 13 ELEVATION 1 ELEVATION 8 ELEVATION � ELEVATION e c s� g `/ `s 13LEVA'I'ION elf ELEVATION v 4 ELF.VA'IYON .; EUVATION 13Id3VXHON 1 13L13VATION e r ` hK � m s l�erin0 D 0 ir "AM .� I F IJ /^ TD IL QD Ti � Kx 9 ENLARGED RESTROOM PLAN VANITY PLAN xnnw .a< rwx aun - - v � nµ ' - "` n' zuvrsE nwsx ry z n I T-1 on smz, \ raxae rnw � zwc os sroe � Enn� cc 2 MARBLE SILL TARFSHOLD DETAIL VANITY DETAIL R D ID FOR MOUNTING REFET MP HEIG HTS ko g �g 13 ELEVATION 1 ELEVATION 8 ELEVATION � ELEVATION e c s� g `/ `s 13LEVA'I'ION elf ELEVATION v 4 ELF.VA'IYON .; EUVATION 13Id3VXHON 1 13L13VATION e r ` hK � m s l�erin0 r 1 i �Cai aN �aN NwEOm� I 1 H13 ADER IlE1'AO. 2 SPA SV SPAR13 SYMBOL 4 SI3C77ON C PICTURE I1PAD13R ii2 win crasum soanv MERCER E ' S CO. M BLA c[aA E _ .En - T- STB. SSM TA SNAP BLACK �;)M1`\� %�/ RUBBER NOLBIN6 WIiH 8980 PINLESS METAL TRACK CPRPEI GWIRRY OR 4 4 1 � ` CERAMIC TILE I.... N i I I 2, GAUGE FACTORY FINISH GALVANIZED STEEL ,vuTm�a nmuTEv OPING ILA- -A- SEi ALUMINUM TRACK FLUSH �01 FLOORSTONE -M TOP OF 'ILE TAPER MIN, 12' tuns IT usTROOn mmwoN 1u6 " CAllP13'l'/ TILE JOINT �VII3W OF COPING JOINT'S TABLE BIJMP13U DI3TAIL V 3' s 4 .) w SCALE vnwTS rca awm�� N e f —81.11 nL�� • 11 ILL I'LL 11 -I -T CURD DETAILS 13 ND CAP D13TAlL 0 4,IV' 0 I'm wwm Niv F WINDOW FRAME AT JAMB 3 5 CORNER GUARD WV JAMB 1. VAP-1 4 STAINER GLASS PANEL CORNER GUARD DETAIL z i A WINDOW MEAN) AND SILL 2 WINDOW HEAD AND SILL 7 FADE COLUMN TF vxwz amx 'wnvx h DETAILS ve-�, p . w vwmn v . ..... WINDOW FRAME AT JAMB I 3A WAINSC'►`r 3B 3D I'm rimy; mttmsmx I. _-- -_ —_ —_ _ r - -- ---- - - - - -- — I max i i I Ir< wu masx I I — I v I I I I I I I I I I I Pas NO Pos uac vz mwew I I I rm, rrmn I I rw, vEmrx I I LJ igcK minx AsH � mm�ao� µormirao 1 TRAINING CAIIIN13T LIOOOR STOILAGE SHELVING a�a 6 TO GO CABINET 7 ELEVATION OF COMr ROOKS aie 4 SPARE SYMBOL nYpF�Jt2'IL_ /II�_ u MSS C�EAS, iYPIGL � aow nii i0 xnrtx RESTROOM WALL TILE e i� i� ■ II " STATION e� WAITRESS STAT[ON9 "A" ANl►'71" �4 Pux m1Etb'm1 ftAN ellal6'mX ' I rimy; mttmsmx I. _-- -_ —_ —_ _ r - -- ---- - - - - -- — I max i i I Ir< wu masx I I — I v I I I I I I I I I I I Pas NO Pos uac vz mwew I I I rm, rrmn I I rw, vEmrx I I LJ igcK minx AsH � mm�ao� µormirao 1 TRAINING CAIIIN13T LIOOOR STOILAGE SHELVING a�a 6 TO GO CABINET 7 ELEVATION OF COMr ROOKS aie 4 SPARE SYMBOL nYpF�Jt2'IL_ /II�_ u MSS C�EAS, iYPIGL � aow nii i0 xnrtx RESTROOM WALL TILE e i� i� ■ II " STATION e� WAITRESS STAT[ON9 "A" ANl►'71" COOLER SIDE FREEZER SIDE COOLER SIDE COOLER SIDE BEER/WINE COOLER KITCHEN SIDE COOLER SIDE FREEZER SIDE -p am -1 � \ -1 TI .1 Im". N� '. . l , 11- YLPa - 14 I Ll 1 171 1 � 11 0 m— 7 .1.1 T�Alll �l 1 11-14-H-4 iV COOLER WALL DETAIL 2 COMER DOOR SILL DETAIL FREEZER WALL DE T AIL 3 FREEZER SILL DETAIL 1U, 12 ml I'll u'IXa 11 T7 r SCUPPER DETAIL ISOMETRIC O F SCUPPER - C04)lMLINE WALL DETAIL 7 1 CURB DETAIL 1. E QJR..I- -.19 .Ey: ITON, IE I ? _ III LL IEAl. NE A 11 EL, L, III N. - N- EXTERIOR NALL 8 EMU ANI 4' 1111 '1' .11 IN RATED .11..NXFl I IIIITIAI 11. 11. 11 E-NINR I-I I - S. I NELA RIT.. 1. TAKE F 1-1 TILE 11 111' IUl 1 11 TAIRITET 1.1 E;N F 1 REFER -L IS ON E� 11 1, 1 ITAIII IT RETAIL 1XIIIII I RR 0, TO LNTENII16� RfEF IE%. -RY 'T .N ' I7 TLROIN LEII R. L. - -N ETA.EI - PANEL L IANIE TILL IET . I.0 IFX -1 XITI OIl.T 11. RAILI. F%P PIYW IT L-I 18' IRF IALEFIR X " I' ALL H Xl- NETIL III. AT 11' 1 IIE' DIRECI EN -DER I.11 ALL 1 I -A' NFIETLRE - IYI. IT. I "A 7!7 lTSISlN"-`FITl2Rl-"IT"E .. NG. EX4 IPART OF E-NEUR RATED -L AS- INETAIL 5-71 , 'T' I 11EET AINE FOR IILLS 11 IIIIIIETE INAI A' I 'PL ... ... .. 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I ILE XYTHE F- X-1 lUIII.X I-T A N ALL , III F,,TN 14 IRFNE IF XAN TRAIII" 11. IIELF IMIE, REFER TO IITIL "T 11 TA 1111RIIIII 'U" FOR 'EN' - "'I K E' X "'TURA" LE I IT. CONTRACTOR A-Y QUIRRY FILE RAEE 4.. ENO IT XEhl 11-1 WAIII10T All RIP �E - E 1. A.UlAITUREFO ETENNI VENEER NO O-PROOFINI 22� NO NE El A-E ,,�UK I, UA,, UMOE 'T"M AN, IN' OF WLER I OTT IRI ALL I I 'LIFE. IT`TI-NiIA`.'El�NllT R, 72 1 "" ' I "I" - II.- TIRE 'I' Ell T. IIIK,REIER 11 1ITAIL 1111M IE- TO IETlIL 111- THII 111- 11 ­MN I T' R ­ 0 AIR I E A INE IF W-1 T ll -01 Al.. III - I OR-E 35 -EL ENI ORAEE FOR - 1ARTITIEN 5. EXTEN. WALL I. 1 -0. � OLERIFNEEFER. F. EN- F FRE.�l- ,N % REIR IFA E F _ IFE ER-LA IININIINO 1ILL IIIIIN RE"R I, "FAIL I_, 214 TRATEI 'LER I AM, n 6 I, CENTA'N"ENT AREAR, T" FIRI ITI.NEL ELAIX IANEL ILR. HE. .1 -ER, I NASMRY WALL 020TML JOINT IN C"U I BRI I I " 1111 1-TO R IMIR NAIINETI II III -N A.1 IEVILI AREA REFER I F L NEIEHT E, WLL MR OF 1EAL IT TO . ULL A REFER TI IHIET A I. ""o" 'l EE PIPE ROLLA-, REFER TIFL �.IIILLFI 11 1 1 REFER TO IA L TE NA, AN TIRNINE �, REFER RILE FER IH- AIRI, 4A INNEL 4 1� U I.ANETEI 1 �1. �10,11111 NITIRIALI CIIIIIT, IRTIR TI THICKEN WALL TE &ALMNAL' S E7. -- I. XHEET III. ET 1INTI- IFFRE LA RESATIQI e• REFER I. AIL IIA602. OR ENE. ILETE IL ,,AE, T, "ENT V, F-TR -11 TLIS IANITI I 1 E., I_ 1 -. SO FTENER .1 EINER MM V I A100 1-1 11V - 7- . 71 1 11 I� 4v ip I I TI III 3' vu udA SimN6 "I 1 0 I'll PARTIAL Li ELEVATION OF DUMI-STER GATES 2 GATE DETAIL 'N .—.—T— PLj '-Z 1 'Q, 0 4 SECTION C-? CAN WASH M 7 -1 T -L F77777777 X ------------ I Twur,,. I VaT/1X7 M 1 FIll I... C—RETE T", 4647 WALL CAP C- DUMPSTER YARD) 3 5 GATE LATCH DETAILS 7 LADDER DETAIL 1 r L L i SECTION 2 SEVI'ION 1 . 1 � 5 OFFICE ELEVATION vz 3 OFFICE ELEVATION ve (6, OFFICE ELEVWrMN 4 OFFICE ELEVATION 17 OFFICE KEY FLAN 1— —TI—IT JL►W PARTITION F-7 i ELEVATIONS OF 1)0►RS #1 & #2 5 WROUGHT IRON RAIL TYP13S 1 . 11 �j ff-X-111o1 To 3 DRAFT STOP I . SMI�R ew ­7' Tl Ll «wlsx «om 11 U 7 um 4 IIARDWARE HEIGHTS I —T Tl kp­EE's 2 MOP SINK DETAIL ©� oKK'�,xlRwwo , °E oo¢a,L�� a¢ e -- -------- a `_ � vax I r oG re¢ me irs rzrvom �vz• cwx¢a a cxz j SIDING AND 'PRIM PROFILES (LORNl31i & END CAP DE'rAIIS 3 LOW WAIN. END BRACING _ m U.L. DESIGN ND. U411 m�¢amxv vau z NOTE i USE 2 1/2' WIDE STUDS ON THIS ,SOB FOR 2 -HOUR oaxw s¢sve� PARTITIONS EXCEPT AT WALL BETWEEN DISHWASHING & RESTROOMS zrtam snn xix smv swaxe zn ILI ¢ c, r¢ UL cua . �¢c um a R ar I nawar vmrvrsmv �euveu¢zv uv 11-1 � 54 s N I, JI l 1_1T11 1 3"1 E,1.,, �w ��e, re¢N axw .reo xwx, ore S(PUND SYS'T'EM SHELF 5 DETAIL -2 HOUR RATED WALL ROOF C[IRD DETAIL ©� AUSTRIUKEDD BODIED _ ■I��JNN�JNN�JNNN■ ■N /IDNN N%■ ■N�1NN�7NN�1�N�1■ . ■NOMM — IMNN M ON■ . ■��NNNN�NNNN■ �UM�4 SCHEMATIC PLAN OF BRACING- LAY -IN CEILING` GENERAL NOTES ua TIE �A n al X. I — LING DIFFHSIRS SHALL SE — 1 - 1 L. a IS srau[w2 are —T \ s m SieucNFE r wn nac -e %s. ��- BRACING DETAIN, SI —FORT DETAIN, RANGER WIRE AND BRACING a . IS. 1e 2 SUSPENDED GYPSUM BOARD CEILING TROFFER TROFFER LIGDT FIXTURE 4 WIRE CONNECTIONS TO STRUCTURE ' D MAIL `' DETAIL uoo NIT 11 —1 E l u �l SUPPORT DETAIL ROUND DUCTS , �, � L tit SUPPOIIT DETAIN, RECTANGIJLAR DUCTS DOOR SCHEDULE ROOM FINISH SCHEDULE IIN 11 .3 1.— SILL AT SIDELIGHT gIll IR �_MffLSTR �I nWau,Wws FLA.— I_ F� I­ I—T-1 'TAL 1—H N II-1 A� 1.. 2 H .1 3 JAMB AT DOOR #1 4- IT 1�1 �T T �T 14 DOO t 4J AMB AT DOOR # 1 7 I 1; � T H111 Ill "M PA 11 11— 1 11 T11 I 5 JAMB AT DOORS #8 #9 M .200— ------------- -- -- OMB DETAIL AT DOOR #2 -------- --- M N JAMB AT DOOR ' W ' & #13 HEAD DETAIL DOOR #2 V L L 1EILINT wuc I A. .—LI, 9 EXTERIOR DOOR HEAD AT DOOR #4 & #6 xT 1Z JAMB AT DOOR #10 uns .1 as --D 1 JJAMB AT DOOR #11 1R. si ---------------- I— ILI- ----- - L--j a1 1. JAMB AT DOOR #12 13. A T HOLLOW METAL FRAME TYPES DOOR TYPES WINDOW TYPES FIE AT 4 5 1— AT 11 ..I F1111 F-1 -9 .11 1 ,wP Ln-a- A B C D E F G 1IT—N, , wsx I= I � " ­ 0' . T111t ILIS TI-1 H.I III 4 � p 11 .1-- -1 A B i7 im ��� R / Paix, INI>r EWAL END ELEVATION SECTION THRIJ DAR SOFFIT 5 ��� R / Paix, INI>r BAR TOP PLAN BAR SOFFIT FRAMING PLAN o E043EPMENT PLAN SECTION ABOVE CORIAN TOP OF BACK RIAU A—UEE Fml FRONT ELEVATION 7 BAR DILI WALL PLAN 1/2, 49 END ELEVATION SECTION THRIJ DAR SOFFIT 5 END ELEVATION 3 -, 4 1- � I- BAR TOP PLAN BAR SOFFIT FRAMING PLAN o E043EPMENT PLAN SECTION ABOVE CORIAN TOP OF BACK RIAU A—UEE Fml FRONT ELEVATION 7 BAR DILI WALL PLAN 1/2, 49 A-: Ap BAR TOP PLAN BAR SOFFIT FRAMING PLAN o E043EPMENT PLAN SECTION ABOVE CORIAN TOP OF BACK RIAU A—UEE Fml FRONT ELEVATION 7 BAR DILI WALL PLAN 1/2, RIGHT SIDE ELEVATION �l LEFT SIDE ELEVATION 2 rEtONT ELEVATION VIEW OF REAR / BACK BAR VIEW OF FRONT/ RACK 4 — ,o —, :�1 Ho — 1-E APPLCK 2 DETAIL @ DESTDOGM C EILING REFLECTED CEILING PLAN CEILING SPEAKER (NOT IN CONTRACT) NOT E 16 WPA MLUMN 10 U-1-A Il 111-Al I_ 11- 1 .... U L LI 1- R. I'S S I. S �V 111- KIARS IAINT INSTAL BY G -S - FIALP l-T TI A_ ..T IIASSEI AS 1 11 11 ITAINI- S-1 L11-IN -11. A l 1111 lUlj 1 I 11111NI A-E IR �Rl. TI IAR IIETI -.MDSAK';F�.. A. 1. 1. -10 All I I , IT11L ­0 STI.STIRS. I-T -T. SA. _SR I ' 'H"T FHAWC 17 C-ING AT -N ASI - .-AT �l A. IF SE. H RE _ 7 � IETA _L 111- -11 11- 1, S AISI. -A 4pp"U wo m v�� m wwc eus 1 IRIDUND — ON Pi.AN AIFLEBEM 9c 9 � P �� EsinuRnNT ssI—A 11 N o T It s 11 T11 All 1.6 111 1 TIll— T. 1—T — 1-11 LEAT aE sio LOAD MTER .S!GN BULDIRG TI -12 1 SECTION 1, 2 SECTION rN. t�ne 5 SECTION 11 SECTION �� SECTION 1. �eu Ifmux I I I sw. I H n s f f n I ¢e sf i o SECTION S TIM za r � nmenoxu aEmsara a ennsrtas 13 =ION a 1il.AN DETAIL e OIA- 4 SECTION I I A so I I I I II -- �_- 9 SEC TI O N of I I Fl s l +- NOTES 4 1111 ^.e % °�°a 1 . e�aP fear a 'EITIN, TO TIP 11 I. GENERAL NOTES — TO —TIN 41AIII nPVn�'IkU — /o/ __ L 11 Al I= R ^ epwS O x °A! 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WALL BRACKET AT A— BEAHS ,� 6qp V SECTION E xuu pn -n 4 :' " 1. — N 9 N 11 T E S SPACHNO IT HORIZONTAL BARS VERTICAL STEEL SMALL BE L PER AU INCHES TYPICAL CORNER ECTNICICH., A' I'S IN THREE 131 CELLS AS IHIIN� NFINIF I CHU 1111 111 BE 1111 IN TYPICAL REFER TO N­ A ABLIF os I I 2 = ,T,,£� S103 1 `� SNOW DRIFTING LOADS ITS 79 1111 A, SECTION SECTION 2 ------------------- ------------------- 4 SIKCriON Fl- IL. �l IT 12TI� LT F�LL 1� SECTION SECTION 7 SECTION 0- CMANNEL SEAT 8 SECTION 9 SECTION 441 10 1 T I SUPPORT STEEL FOR ROOFTOP A14, UNITS uMr 'P R R span DETAIL AT ROOF CLAM FOR A/C UNITS rom J ! L , 41 SUPPORT STEEL FOR 11► '1740F FANS 21 PLAN OF ROOFTOP AX UNI ESiAUkAxi s iiis I LW _OOR ' SIAlNS TO � ITPCI 111' 'IN IN LUN, _ CL­ 1— ­R LISIN ­­ ICT A S � 11T " " N, ­ C, , ­,Cr All ­1 CUTS .1 AIR INT—C ­R11 VLR 4. GDNERA_ DINTRADIUR SHALL VC .... ... 7 N'TcHCN Do"'PMENT `7 M� NIIN nurANENT CONTRACTOR I INSNIALLING THE PC— IN. 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I IT 11 ....... ...... ... . ... .. III UPT IINN-T - 11 P-1- III ,ECTNA IIUNTII IN III- AIR INCT I IINTRACTI, I 1AININI -IALL IT. D-11ECT SWITII - RGDFTDP ITIR I.NA.ST F. NUTT 11 'IN 11. MTIRI IISII- 11111KIT -TIl III C"TNI' LTECTUI 11 I lZ IA" lIIl " M I ­ IN ANY""' I" IITI IT ITI 5 111 � SI rR,RIIFIP I. �IIIIR IN I..N.T S.TIN SNCKE TETECTDR NNIUNTED IN IITI ' L CIVRACTTR� 1 1.1- ' 1 AII FIR I 111-T III PKIIID I ,I UNIT. "'PLEM I NISTAIIIANT I =� -IN111L 1 DISC . 111 111. _R U.T III I­ 111 .1 PT.ITIATI I- ` I T'I'lIN' � I INIT. III -F- III CINT"'L 72 "A"I"T" T-IR N-T. IN IITU. III IT, .Nl 15 D—NICT -- FIR 161K -ECTIR FRUVI- 3Y E- IDITIACTIR III- CIIIIISINNI UNIT PRI CONT"'L -ING TI INAPIRATI C - IIIIING TO -FUNATIR GENERAL NOTES L IIINTITL IANIL IN M"A""' I IFF" I THE GMRAI I SN41L VIIII I 11 LIINT FIlTIRE T111 - 111 -1-1 _ L , "T" "'I ... TI KI"-N_UIP 111. NITINV 11 NIT —Il T111 - AT 1-1- ,U,, I III I J-71IIN BIX F VI LINIAT IIN 'IT, N PIIIIIE C..'T II I- Il NTNI.. I A -AIATE IRIUNII IN cxTmroa I-T- IIR.ITI E 102 I L t L -J- -- ON I - C 4 -12 I t -- ON I - C 4 4 - ----------- - I t -- ON I - C 4 4 I -- I ELECTRICAL NOTES ELECTRICAL RISER NOTES SUNCOAST NOTE: WAD SUMMARY 111 -.411 T-1 T� IT- " I .1 -11 I-L I-L I-L I-L F1 F] n F1 -N� I III - im INTI- T" 11 F1 EL.T- ELECTRICAL RISER DIAGRAM 'V C4 M�l �T � ILI- I- TI SERVICE EOUIPMENT GROUNDING ELECTRODE DETAIL T� -1 4 ELECTRICAL NOTES ELECTRICAL RISER NOTES SUNCOAST NOTE: WAD SUMMARY 111 -.411 T-1 T� IT- " I .1 -11 I-L I-L I-L I-L F1 F] n F1 -N� I III - im INTI- T" 11 F1 EL.T- ELECTRICAL RISER DIAGRAM 'V C4 M�l �T � ILI- I- TI SERVICE EOUIPMENT GROUNDING ELECTRODE DETAIL T� -1 INLINRONI 11 .1 1., OO DETAIL AT BAR P MIM l = N.—. 1. HNG O .... ...... .. Ml 1-1 1, GRR I— N-1-11IN W GITTlI IG—1 _ TIIIN _ .T — TTIl H R S 1-1 —.—R R—H —T—I IGMI 1— I.P9 I-- ...... FIR I — GF — IIR 1.1 _— 7M 71.— 11 FI.N.— F11 T IRI L.T Fllj�l INSTALWWrION ►GTAIL wn TYPE H LIGHT FIXTIJRIZ U 3 WVPE "A" LIGHT FIXTIJRE 111IN TI R11 TI II 111 1— I'll GL��. NNTR — —11TI FIl S, �_ TG RUN TG � FRGH TGH IF I � IT BAR POWER PLAN G- HEY PLAN NEON WIRING 1111—IL 17111 ensE ­71 PLAN —FUR GGLIR 1 —IL IGLI lA.TFI RR.NGE ' kLN ", T. —LIN. —I 1"ll lILTS III NI .1 P—.. —EL�17R,-L, FEl'l'lT`TI IGLI MP 111TINIT LIGHT ll.T— IIII—IL. IT'lIN"ANUT F.% 17— PIIF p T . ..... MT MT MT ,N ,N ,N .IN IT. R. Gl G.IE. IVE FUR FIER , _ I L.F .1 GRAII R1.1-1 — 4— R IAI FIG I NR * — IT LR 1/1 1 I—IN POLE FOUNDATION ELEVATION PtIll LOT LIGHTS I , _ CONNLICTIONS TO C(M)KLINLI IKXIIAIJST HOOD 4� 11 1 7-11 REST..NT I RE BURG ll� A I F-T I OFFICE 11LAICTRICAL EOITIPMI?NT E 104 SETTING HEIGHTS OF TYPE "A" LIGHT FIX'T'URES POS CONNECTION HOMES ON KITCHEN FIRAI)ER (5 19ACH) NOTES ....... IN 11. 1111 1111UST FAR 11� 1-1 NU.TLD S... S—.MT F. Ml L ...... R Tl SMIIT 111D, I.. INA—M RDII IDN 11. I.—TI. DAR 1. IARD M D R-1111—IN L1111 RIFIR 2, RIEFTIA All IN�T LINUTAN L, _ AND _pA 1— RI. —ALATS IDN DA...T A A 1A D I— �., F—DRI 11,lIRII Rl IIAT. 12 1=2TIMIR S IAIlNIT, TIILD Ll 11. IIIID REFRA T7 'I'L 1 ' 3 "' "'LA KAL .. N - 'I' I.MT AND INITALL11 11 11 L 11 ALM R 11 3� EXTIND CO�PR IDN—ATE AI I. 1-11DIT T1 1-112 DIA6. A. NG IEIT TMRU R—. M—TIIN M3 FAIT" F1 I V IS I .. R—TIP All IT IS 1, 111 IASIN INI CIN ..... . . N I Al, R11TRI11 IVAUIT 11TIA "IATE1 , D I I..SDDTI.M AIR N I TD DETAIL 6IA607 I R I. TISM—.. —RDST FAN MNIRODA 11 DA RN 111111T. N PA, 1 A 111 IA�l .1. 1— DP I. 1AR—T —L. , 'NIMI I ANR I.. ..T.1 I L.IT .1 26 F L E I FLT ME S TI P SP S ; L. R -OF T T�P All L E T " IF RDGF. DETAII SIMILAR T 1—R . . . . A103 D.FT., A` L. I AD C E p All L. T A. .I i ! _ r wr °�wc remT I I I I� I I I L_l_1_J o L m No ` T A 0 I I CUD y y� � �y q� �y ,yam a OU C) L. C O 0 <aa +aoO EE 01 0 Pal CH o ���� o - - - - - -- C—� 0 � I 11 O O O, O 0 I I I TAE 1 l4lJRNIT17R13 & I3Q[JIPbL3N'P PULN X mvum IF . ssTwRaxr -ano re 6sT.PUR 6„ suo>tvMeNT �n ° L£ _ S e w'r I N a I LIT .i axvcxT�vx ovzx ensv nr oTnws o xA,�s ., z warn 11 11 TI, TOPS TABLES SEATS ° :ra�vvAA�, 2 4 8 zEx T �« 4 30 120 — IT I LIT 7 — 11 : „E T ns ,00<eA ,,s,s, FnR vas -�� T ” '17 Lm 6 7 42 ITT. - ' r nm `"' s .: REO n - noT : „wn 41 170 Ex .i „wo s,ra s vxi sxc ° BAR SEATS: 18 O T—e .1 V0L sx ear s TOTAL SEATS: 188 a ru ' n,PPEavaL ' F 100 ES ELEVATION ��eT r, rx rreec DETAIL 6o N m e 3 ELEVATION L 0tP1° " 0 . NROVec_z�s�? z� AWNING PATTERN T narERTaE — ST COLCI COLORS ARE 'COASTLINE PLUS' COLOR KEY Q mE of 1— �r ( an our rn m�rcE 2 ELEVATION Ta•.rmxs I`— To ST'"DARI DETAIL 111T TI — 111 1111 ­7 IINS TI ITI.1 EKKE LET IT.�E. I I— . NROVec_z�s�? z� AWNING PATTERN T narERTaE — ST COLCI COLORS ARE 'COASTLINE PLUS' COLOR KEY Q mE of 1— �r ( an our rn m�rcE 2 ELEVATION Ta•.rmxs r v RE M FMM FORM I ➢ \ k� 5 DEEP AND a[m, FAEE PA eS— I, RaNM[NI EINS E NE o, 18. STAINLESS STEEL —T. PANELS FURNI SHI El iva[s. lll�, sxEET. In F[N[SH. IN SINTIEL 1 - -8y— , 2 cux *aoL IIINT [x moll FEATIII I� I M ____________._ _J__________________. ______. __ -__ _- h�a 83 a I I I I § 1 • y--- t7 `� DE'rA1L s AWNING PATTERN #CP -2700 SAND #CP -2]11 #CP -2709 GREEN RUST �TR MATERIAL ONNST III_ COLORS ARE 'COASTLINE PLUS' ➢81'ROVeIL 'nuu�r,ui4 COLOR KEY Q sEALSarx A201 L ELEVATION wwwc 1 ELEVATION [wn[mis ww R, "I C IF 1I.F. LE. 11ING, N IRD, R, I FICE max 111 T, GRE.C., I. I'll L I IT, I m sO n, mrs MUCH DETAIL o. FOAM CROWN SHAPE 7 MASONRY JONN'r RE KINFORCING .1 GOILE N N T E S I DINEEDION TO 7GI I, R D ,ES' IN TO - P NO ITGEL GTE IIIITII GO GO 4, F��IA I—I 11RIERE, ITEFIN I.N— ,I . . ...... 1 -AYDRI IF 311' O PI�OOU TO I CONT' ELLUE NONINAL I' CNU RQNT ` ,ELNFD,CE 'IT, ONE 14 11 TIP 191 IIITII ROTOR ­G`G4 EIlIE7C D, G.N. I,. AT DICI RAFLG F .. ... E NG.NIL R� " INCIIII NAE.— III- RO'EFING I/ VERT "4 PARS 8 DEC I I FILL III IGTIFIIGII CELLI 171 FlIll� 111TELA-1 Il GTE IRAN— IT —1 TYll IGRIG.ITIL ILINT NO— KING IT I' I G, 111ILE IT —1- 1 — GGEII.N I/A.. ,I IT CL INNIG LINTIL, 111. 7. GHGEI I lC! FOR INIG ECTEED -I—L 'IN!"UH A. III. GICE GI OR EN.NI GLAID AND ALLUMINITA ITIODFRENT FRARI IIAIS lITH TING SIA. N 11 5ALYA—El NETA LE1.1 IEAD A. R' TO III TIED, "'C"T" V—FY GLTT`M IGN�IT— IT FLLRG IN ITIDN IRA 11 IIIL 1111T 1171111 1111% 1 CGOING, GO OR lIGTIlY FINIIH, DH 11 1' � I- TO LEADER III —E OEENING ��TI GA- I�ZE —A. OT 'LATE NIRTEL AT DECENING REFIR III— IN 21, LORTINITEILD SIlEl I.-I LEDID, -FER I, STRCTURL L 22, FILL ITE LS ,, GLEC II&IT NE. I� GIIR NUEBER A4 STEEL 1111 111 IIIIT Rl. IElAF DID, 26. RIGID ROOF INSELATIEN. I— CISIN IGUL ENT —IN FINED. RIFIR TO IT NDARD DETAIL 1-07 F'JRRENG STRI;_l A L FGAN L rSUL,, — N I ... I F—I IERRID'A' GDTLI. FLNIING GTRIPI 11 CRAIG "" D, � RGOD RAGE TO ERE—k 32 FLOOR SLAD, GO DIANE NN,,, ll� A F.IAH ID GI I- 17 APRIL G. —OAER TA. 11 IEll EIT- TO UNIII—I I, I I.. TEI—ATE.N �.R 41 CTRCRETE BLBCR L—GO-, FOR TE IT—TTIRAL 41. 1" 1' " I TIAR ITEPS IT —ES OF IIILIINI "E" ' T D' A— IN IT IN.I. LINE IF COLLIN. A' SIR." 44 SET CERAMI C ' III PI " ` CMU ON _D, _LS, SIT 1111 1— 11 FLAT .� —IDE, 42 SPAU WNR 11 IN ONE 4D ON CONTRACTOR 11 IPIII NMIR 11 L1117 'IITIII. 11GE TO IHIIT 110E, 53 MR� �UMR D 1, PIRGICD-�F,4 g A, SECTION 2 SECTION 3 SECTION rYIIIL TINT 11 4 SECTION G- khc E pp RCI Realty, LLC 400 Interstate North Parkway, Atlanta, Georgia 30339 Tel. (770) 951 -0586 Fax. (770) 952 -5943 Galloway, Romero Associates, Inc. Suite 1200 5350 DTC Parkway Greenwood Village, Colorado 80111 Tel. (303) 770 -8884 Fax. (303) 770 -3636 Attn, Andrew Grove Attn: Larry L. Parker CIVIL SITE DRAWINGS LEGAL D ES C R I PTI O N I 0 v < 0 0 N N s > 0 U I 0 0 CD I N N Q w 0 U N N Q 0 cn a� _Q Q LOT 6A A PORTION OF LOT 1 OF THE WILCOX SUBDIVISION IN THE CITY OF REXBURG, MADISON COUNTY, IDAHO IN THE NORTH HALF OF THE SOUTHWEST QUARTER OF SECTION 36, TOWNSHIP 6 NORTH, RANGE 39 EAST, BOISE MERIDIAN, MORE PARTICULARLY DESCRIBED AS FOLLOWS; BEGINNING AT A POINT THAT IS 159.15 FEET N89'59'58"W OF THE SOUTHEAST CORNER OF SAID LOT 1, SAID POINT IS ON THE SOUTH LINE OF SAID PROPERTY AND CONTINUING THENCE ALONG SAID SOUTH LINE N89'59'58 "W 217.00 FEET TO THE SOUTHWEST CORNER OF SAID LOT 1; THENCE N20'54'09 "E 239.43 FEET TO THE NORTHWEST CORNER OF SAID LOT 1; THENCE S89'58'27 "E 217.00 FEET ALONG THE NORTH LINE OF SAID LOT 1; THENCE S20'55'03"W 239.35 FEET TO THE POINT OF BEGINNING. CONTAINS 1.11 ACRES. ALONG WITH A 15 FOOT WIDE EASEMENT ALONG THE EAST SIDE OF THE PROPERTY DESCRIBED AS FOLLOWS; BEGINNING AT A POINT THAT IS 159.15 FEET N89'59'58"W OF THE SOUTHEAST CORNER OF LOT 1, SAID POINT IS ON THE SOUTH PROPERTY LINE OF SAID LOT 1; THENCE N20'55'03 "E 224.00 FEET; THENCE 569'04'57 "E 15.00 FEET; THENCE S20'55'03"W 218.27 FEET TO THE SOUTH LINE OF SAID PROPERTY; THENCE N89'59'58 "W 16.06 FEET TO THE POINT OF BEGINNING. ALSO SUBJECT TO A 15 FOOT WIDE EASEMENT ALONG THE EAST SIDE OF THE PROPERTY DESCRIBED AS FOLLOWS; BEGINNING AT A POINT THAT IS 159.15 FEET N89'59'58 "W OF THE SOUTHEAST CORNER OF LOT 1, SAID POINT IS ON THE SOUTH PROPERTY LINE OF SAID LOT 1; THENCE N20'55'03 "E 224.00 FEET; THENCE N69'04'57 "W 15.00 FEET; THENCE S20'55'03"W 229.73 FEET TO THE SOUTH LINE OF SAID PROPERTY; THENCE S89'59'58 "E 16.06 FEET TO THE POINT OF BEGINNING. Owner Owner (Local Contact) RCI Realty, LLC Restaurant Concepts II LLC 400 Interstate North Parkway 20089 E. Arapahoe Road Suite 1200 Aurora, CO 80016 Atlanta, GA 30339 Tel. (303) 690 -4335 Tel. (770) 951 -0586 Fax. (770) 952 -5943 Fox. (303) 690 -4935 Attn: Andrew Grove Attn: T.J. Fitzpatrick Jurisdiction Water & Sanitation Town of Rexburg Town of Rexburg Building Department Public Works Department 19 E. Main 12 N. Center Rexburg, ID 83440 Rexburg, ID 83440 Tel. (208) 359 -3020 Ext 324 Tel. (208) 359 -3020 Ext 329 Fax. (208) 359 -3024 Fox. (208) 359 -3024 Attn: Val Christiansen Attn: John Millar Natural Gas Intermountain Gas Company 1527 Hollypork Drive Idaho Falls, ID 83401 Tel. 208 542 -6600 Tel. 241 241 -2494 Cell Attn: Steve Nelson Soils Engineer Strata 2815 Garrett Way Suite C Pocatello, ID 83201 Tel. (208) 237 -3400 Fax. (208) 237 -3449 Attn: Daniel P. Godo Phone Qwest Tel. (208) 525 -4261 Attn: Doug Lesperance Civil Galloway, Romero & Associates 5350 DTC Parkway Greenwood Village, CO 80111 Tel. (303) 770 -8884 Fox. (303) 770 -3636 Attn: Larry L. Parker Fire Department Town of Rexburg Fire Department 24 N. Center Rexburg, ID 83440 Tel. (208) 359 -3010 Fax. (208) 359 -3024 Attn: Chris Huskinson Electrical PacificCorp Builders Hot Line Tel. 1- 800 - 469 -3981 * PARKING LOT LANDSCAPING OF 1,949 SF IS 10.6% OF PARKING LOT AREA OF 18,384 SF. PARKING: REQUIRED (AUTOMOBILE): PER CITY OF REXBURG CODE, CHAPTER 5 1 SPACE PER 4 SEATS = (188/4) = 47 SPACES PROVIDED: REGULAR: 60 SPACES TO GO: 4 SPACES HANDICAP: 3 SPACES TOTAL PROVIDED: 67 SPACES COLOR: PMS —SS3C GREEN OR PER OWNERS INSTRUCTION 36" PRE — FABRICATED POWDER— COATED E a. oN W 4) C , Q � >+ V c a 3yW ON C 21 C9� a O 00 0 6co .2 i i�o° n 5 r- 0 o c� � y _ X poi LU_ 0834 STEEL RACK 0 V hh / O Q w I O W� U � STAURANT: v C 3 YARD: o a- o4 SF 1.47% M Wm mo MLO0) SF W x W PING* r-+ ' SF J N MO to J _1 � ACCESS DRIVES v a) 18" E'oc�o0 o— > W v_ v 's � N r, h SF 0 O U S & MISC.: 0O�' C' x SF W<'tU)Q w 0834 STEEL RACK — V hh / O Q w I O W� % OF TOTAL SITE AREA STAURANT: 5,489 SF 11.31 % YARD: O Q SF 1.47% M Wm mo 6,203 SF W x W PING* 13,395 SF 42 1/2" ACCESS DRIVES 1 W C13 18" 15.77% o— > W 18,222 SF 37.55% S & MISC.: 3.054 SF SURFACE < MOUNT EROSION CONTROL AND STORMWATER MANAGEMENT NOTES < om h EROSION CONTROL AND STORMWATER MANAGEMENT NOTES & DETAILS 0) INVERTED U BICYCLE RACK DETAIL SCALE: NOT TO SCALE FINISHED GRADE AT SIGN BASE ,III -Ti �I��iil 48: ,i -~ POLE SIGN BASE BY SIGN MANUFACTURER FREESTANDING POLE SIGN SCALE: NOT TO SCALE Di Ir L,; u X07 L ` ,� L �' r f� �.. J R AT REXBURG, • ' i• ' V r STATISTICAL INFORMATION ZONING: USE: PROJECT AREA: BUILDING HEIGHT: MAIN BUILDING ENTRY FEATURE NUMBER OF STORIES: FLOOR AREA: MAIN BUILDING FLOOR AREA RATIO: G COMMUNITY BUSINESS CENTER (CBC) RESTAURANT 48,527 S .F. 1.114 ACRES 18' -9 1 /2 "f 22' 1 1 /2" t 5,489 SF 0.113 48,527 SF VERAGE: to Drawings % OF TOTAL SITE AREA STAURANT: 5,489 SF 11.31 % YARD: 714 SF 1.47% TOTAL BUILDING: 6,203 SF TOTAL 12.78% PING* 13,395 SF 27.60% ACCESS DRIVES 7,653 SF 15.77% A & DRIVE AISLES: 18,222 SF 37.55% S & MISC.: 3.054 SF 6.30% 13' -0" 3' -8 1/4 Index to Drawings A227 ° Designed By: W Q \_ Civil: CEF Date: GIO.0 COVER SHEET AUGUST 2006 Disk File: Z A227_GI0.0 —Covr 1 OF 1 ALTA /ACSM LAND TITLE SURVEY m CS 1.1 SITE PLAN 0 CEO-0 EROSION CONTROL AND STORMWATER MANAGEMENT NOTES om CEO.1 EROSION CONTROL AND STORMWATER MANAGEMENT NOTES & DETAILS 0 CE1.1 EROSION CONTROL PLAN 0 CG1.1 GRADING PLAN Cn ; CU 1.1 UTILITY PLAN CP1.1 PAVING PLAN W� CP5.1 PAVING DETAILS o Z CP5.2 PAVING DETAILS U L1.1 LANDSCAPE PLAN CL r- 0 O ° O U) N Z Z O M O \ t= (rQ_0 Z e c 0 d I \ h r7 N 1 �r d N 0 w W U X W 0 N, o r�) Z rn Project No: A227 Sheet Scale: Designed By: LLP Drawn By: CEF Date: AUGUST 2006 Disk File: A227_GI0.0 —Covr COVER SHEET T VICINITY MAP NOT TO SCALE LOT 6A A PORTION OF LOT 1 OF THE WILCOX SUBDIVISION ;M THE CITY OF REXBURG, MADISON COUNTY, IDAHO IN THE NORTH HALF OF THE SOUTHWEST QUARTER OF SECTION 36, TOWNSHIP 6 NORTH, RANGE 39 EAST, BOISE MERIDIAN, MORE PARTICULARLY DESCRIBED AS FOLLOWS; BEGINNING AT A POINT THAT IS 159.15 FEET N89'59'58"W OF THE SOUTHEAST CORNER OF SAID LOT 1, SAID POINT IS ON THE SOUTH LINE OF SAID PROPERTY AND CONTINUING THENCE ALONG SAID SOUTH LINE N89'59'58"W 217.00 FEET TO THE SOUTHWEST CORNER OF SAID LOT 1; THENCE N20'54'09 "E 239.43 FEET TO THE NORTHWEST CORNER OF SAIL LOT 1. THENCE S89'58'27 "E 217.00 FEET ALONG THE NORTH LINE OF SAID LOT 1; THENCE S20'55'03"W 239.35 FEET TO THE POINT OF BEGINNING. CONTAINS 1.11 ACRES. ALONG WITH A 15 FOOT WIDE EASEMENT ALONG THE WEST SIDE OF THE PROPERTY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT THAT IS 159.15 FEET N89'59'58"W OF THE SOUTHEAST CORNER OF LOT 1, SAID POINT IS ON THE SOUTH PROPERTY LINE OF SAID LOT 1; THENCE N20'55'03 "E 224.00 FEET; THENCE S69'04'57 "E 15.00 FEET; THENCE S20'55'03 "W 218.27 FEET TO THE SOUTH LINE OF SAID PROPERTY; THENCE - - -- -'------------------- -------- - - - - -- -�_ �_ __ _.___ _,� _------------- - - - --- -- - - - - -- - N89'5W58"W 16.06 FEET TO THE POINT OF BEGINNING. UN I VERS ITY AV ALSO SUBJECT A 15 FOOT WIDE EASEMENT ALONG THE WEST SIDE OF THE !f I PROPERTY DESCRIBED AS .FOLLOWS;. f BEGINNING AT A POINT THAT IS 159.15 FEET N89'59'58"W OF THE SOUTHEAST CORNER OF LOT 1, SAID POINT IS ON THE SOUTH PROPERTY LINE OF SAID LOT 1;. - THENCE N20'55'03 "E 224.00 FEET; THENCE N69'04'57 "W 15.00 FEET; THENCE S20'55'03"W 229.73 FEET TO THE SOUTH LINE OF SAID PROPERTY; THENCE S89'59'58 "E 16.06 FEET TO THE POINT OF BEGINNING. ALSO ALONG WITH A 24 FOOT WIDE ACCESS / EGRESS / UTILITY EASEMENT 4854.41 4854.53 +854.61 i DESCRIBED AS FOLLOWS; 454,17 4 / ,22 .4854,32 4854.39 CONCRETE CURB / EDGE OF HIGHWAY - - ` • `^=.'- � BEGINNING AT THE SOUTHEAST CORNER OF LOT 1 AND RUNNING THENCE I `• ,* N89'59'58"W 159.15 FEET; THENCE N20'55'03 "E 25.69 FEET; THENCE TOP of 1 '59'58 "E 162.32 FEET TO A CURVE TO THE RIGHT WITH A RADIUS OF 570.00 CONCRETE ,, : _.._.<:....�.._ � ' 889 "EAD GATE 25' DEDICATED RIGHT OF WAY IRRIGATION DITCH " ; FEET A CHORD BEARING OF S27'13'40"W AND A LENGTH OF 26.99 FEET; 4V3.17 4853.87 THENCE ALONG SAID CURVE A DISTANCE OF 26.99 FEET TO THE POINT OF _ . f ... _ ... 4849.82 INVERT 30' CUP TOP of 4849.88 INVERT. 30' u" DITCH SAW 5 U N E V E N - , '" - "`" F BEGINNING. � 48�3.9 �� 4854.36 4855.75 4894.38 - t sass.99 S89'S8'27`E 'R'' A- 9655'17 "� ALSO SUBJECT TO A 24 FOOT WIDE ACCESS / EGRESS EASEMENT ALONG THE �es1 es L- 84.58' SOUTH SIDE OF THE PROPERTY DESCRIBED AS FOLLOWS; +853.82 21 7.00' 4ast•se 4852.82 �. 4851.01 A =4'23'04" C =74.85 /4852.6 +a,99_? t CB= S37'12'08 "E j ,, BEGINNING AT A POINT THAT 15 1 59.15 FEET N8959'58"W OF THE SOUTHEAST _ _._ .. _._._._ _._ _._._._._ _ _ _ _._. _ _ _ _._ L =67.33' _ 4651.10 C =67.32 CORNER OF LOT 1, SAID POINT IS ON THE SOUTH PROPERTY LINE OF SAID LOT 1; � ♦aso`s� - S5 4H -9 •-' - -R.=�O OQ 55 M -to C6 =S8T5t't4 "E '_RIM +852.80 - - 55 uH -6 '� ci AND CONTINUING THENCE N89'59'58"W 217.00 FEET; THENCE N20'54'09 "E f RIM 4851.43 / INV. SE 4836.97 - Inv. E +637.63 % R =879.93' INV NW 4835 ;/ RIM & 5 4 30 79 ° 25.69 FEET; THENCE S8959'58 "E 217.00 FEET; THENCE S20'S5'03"W 25.69 4691.99 INV. NIA 4837.73 ! FEET TO THE EDGE OF PAVEMENT 4852.32 485 89'58'27 "E `l; INV. NW v POINT OF BEGINNING. ; �f 4850.84 19,67 1 ! ,j g SURVEYOR'S CERTIFICATE l 1 To RCI Realty, LLC, its successors and /or assigns, o Georgia limited liability Company,: 4850,78 / i P � r 4852,89 4850.74 1 ! !+' i rrr - 1 , This is to certify that this mop or plot and the survey on which it is based were made in 4852.+ 4831.45 460.22 f C ;' C accordance with the "Minimum Standard Detail Requirements for ALTA /ACSM Land Title • 401 f 1 1 ; l .f � Surveys," jointly established and adopted by ALTA, AGSM and NSPS in 1999, and include i LOT 6A ! LOT 6 g f r; Ci i 4 Items 1, 2, 3; 4, o, 7(0), 8, 9, 10, 11( (as to utilities, surface matters only) 12, 15, and 17 of WIRE FIELD 14852.11 /) p H ) .t t ; w LBC ZONED Table A thereof. Pursuant to the Accuracy Standards as adopted b ALTA, NSPS, and ACSM f 468,.41 FENCE j c'j' 1 J i !'0 and in effect on the date of this certification, undersigned further certifies that the Positional Z O N E D L B G ;, r" Lv; 9 y f w o Uncertainties resultin from the surve measurements mode on the surve 485, S2 y do not exceed the 1 1 1. 1 1 ACRES 96 0.7 9 AG R E S �° 1 ! f �j ° �, 4 ollowoble Positional Tolerance. ! - f 2. The survey was rr:ode on the ground on May 4, 2006 by me or under my Supervision and correctly shows the legal description and the land area on the subject Property, the location 4881.60 489t.55 48;1.54 f i/ ; 1! 2 O: and type of all visible above - ground buildings, structure and other improvements ( including 4852 'V' 4853A5 L!J +,' ! f t; - �' a sidewalks, curbs, pork;ng areas and spaces and fences) situated on the subject Property, and t C 4&91.34 41Y9 j "' r rjt J w i` any other matters situated on the subject Property. Q f Z � � , r.u. � ,' 3 3. Except as shown on the survey, there ore no visible easements or rights of way of which the undersigned has been advised. r 4881.02 4851. �C>) - �/ ry A =1 T 7 9'33" Ev 3 La ' fr; O i ! 485,5 172.36 6 C =171.71' 4. Except as shown on the survey, there ore no party walls and no observable, above ground �i n C8 =519'55'17"yl / '� I encroachments (o) by the improvements on the subject Property upon adjoining 48.92 i` 4830.95 f �` R= 570.0' k' ; r properties, streets, alleys, easements, or rights of way, or (b) by the improvements on any 4e90.59 4&40 adjoining properties, streets, or alleys .upon the subject Property. 4653.21 /41.2 48909348so.79 ,' + 5, The location of each easement, right of way, servitude, and others matter (above or below f % r / !/ CURB & GUTTER ground) affecting the subject Property and listed in the title insurance commitment no. 161855 -RX with respect to the subject Property, has been shown on the survey, together with f t I r 1 >.-� appropriate recording references, to the extent that such matters con be located. The (I/ f1 4851.12 6631,27 TELEPHONE Property shown on the survey is the Property described in that title commitment. The (� BOX location of oil improvements on the subject Property is in accord with minimum setback, 4852.43 Q' J " / f W � C e r,+ side yard and rear yard lines, provisions and restrictions of record for the subject Property ,' + / referenced in such title commitment. 1 14852.21 4eSQ.e7 4851.22 4 4851.95 • @+,2 15 I I n a pu blic ' 4850.60 4853.11 / _.._ ...: _......_._ __.__....._ _.._.. 6. Property, has recto s t from y dedicated and c p p c `IBSa.76 TOP OF CURB EDGE OF PAVEMENT _._...._.. .... •v ... .... .. _ .........._ .. ..._... __... _. .4853.43 4632.55. _.... ..._._..2.98_.._... - ---• -..;. 1 '� . "* ._.. _....•._ .......... _....._......_.._......_.. , ._ .. 4852.98 ' The subject P o erty, d' ac cess o and f m dui ce t u • r streets. 4 2.03 v ;: re- 85' ......... ..... ..- ._ 4852.17 , �' I , ,t� f 0 r:"- " 485,.59 7. E as shown on the survey, he subject Property does not serve an adjoinin SHARED DRIVE WAY' 24' WIDE ACCESS /EGRESS /UTILITY EASEMENT /' 4 � ce ;' ! f �f` pro perty for drainage, utilities, structural suppo or ingress or egress. Y 1 9 P ° � f l��,• W 217.0 / 159.15 f f 4es .37 r !f 8. The record description of the subject Property Corms a mathematically closed figure. 92 N89'S9 e +e5 1.l'o t,ae. o r 4 58 _ 4851.03 4852 .05 ' - -- - -- ,„ ., . „-__ _ - H aza rd re s � _.. 4 r 11 is 8 376. 1 cJ ► ,' 42.88 t ! -f 9. No portion of the Property shown on the survey lies within o Special N ord A o, o rI4830.53 . I r, - 4 .._... _ . '„ LAMP '4' FlRE �M1ER._4NE uH -T described on the Flood Insurance Rate Mop Number 16009800200. !I p.: � IRS E \,_HYD. VALVE .. POSH' ' n m ,emu 48+1,93 - ��'� ,��. (LAMP , RIM 4853.38 4852.79 =rr df YD. 3 EAST OF ...,a .!'; �,/' POST Q. INV. NE 4836.17 nei r: 4850.76 +e$1 HYD. tt / 10. (70) Bare. ground tot, no structures. 4852.18 pr ...... .. .. ;.,. •. Sm u 486,.79 /S ,t' ; j i MV. SW 4836.12 1 x INVERT .:.., , .. TOC -.:. •eq f 1 ; 46so86, 4847.93 LAMP 46Q281 f, 4�:� 9 � ;�,r 11. (8) No improvements. POST 48,2.61 A � \ >' f �� - - E i - 4j j J .,�; 12. (9) No parking areas. ! � k C �, 48%1.41 .. - _ ,?! t • 485257 TOC ar }46 5045 .. : 4852At % �> J ri 13. (12) None. ,T INVERT .., .t: 46 0 1 4 850. 7 9 4858 :5Y 4852.08 4.31 1 4850.33 ``� 11 ,/ 4846.82 .•� 14. (15) - None. HOTEL FIRE The parties listed above and assigns are entitled to rely on the survey 4851.06 - AMERICiNN PROPERTY HYD, and th certificated a Uii o,�,te. ELECTRICAL FyT' Re i o n Bornes 26 ° `• TRANSFORMER Doted: 2 NOTES: LEGEND 434816 SCALE: 1' = 40' o �'�G�z3 /e P. N A LONGITUDE 1114843 O 112' ROD WITH YELLOW CAP L.S. 826 ! / O ' FIRE WATER: 3 'e,�I� ...s�'"A1�a�� CITY OF REXBURG DEVELOPMENT CODE 926, SUBSECTION 3.16 0 112' ROD FD VALVE X X- EXISTING FENCE TOV BGbr _ 4646.82 SET BACK REQUIREMENTS 10' FRONT AND SIDE YARD, AND NO SET BACK REQUIREMENTS FOR REAR YARD_ 0 20 40' 80' MAXIMUM BUILDING HEIGHT IS 35 FEET. UNIVERSITY AVE. 0 r HOTEL Q �o7 NORTHWEST CORNER OF LOT 6A HAS A STATE PLANE COORDINATE a ° OF A NORTHING 779244.49 AND AN EASTING OF 749764.18 BENCHMARKS ARE PROVIDED BY THE CITY OF REXBURG AT THE TOP OF MANHOLE 7 ELEVATION 4853.38 vtanm MAP NO SCALE BY DATE ALTA / ACSM LAND TITLE SURVEY DRAWN REW 6/06 LOT 6A, WILCOX SUBDIVISION CITY OF REXBURG, MADISON COUNTY, IDAHO RCI REALTY, L.L.C. J. P. Barnes & Assoc. 133 W. 1st S., REXBURG. IDAHO (208)356 -5804 DRAWING ND. 20623A N J I N SCHEDULE O APPLEBEE'S BUILDING [- OUTDOOR SERVICE YARD WITH STORAGE & TRASH RECEPTACLES 3D BUILDING AWNING (TYP ALL) UIMVOrsitV Blvd. U POSSIBLE FUTURE 13' -0" X 48' -0 "± BUILDING EXPANSION ( "CARSIDE TO GO" DOOR 0 10 20 6 EMERGENCY EXIT DOOR WALL SIGN - "APPLEBEE'S" LOGO SIGN 11' -0" X 6'- SCALE: 1"=20 ' O ( 1) 47.28 SF O WALL SIGN - "APPLEBEE'S" LOGO SIGN, (8' -10" X 4'- 10.5 ") 30.0 SF (TYP. 3) ( ) WALL SIGN - "CARSIDE TO GO" SIGN, 9.94 SF 10 INTERNALLY ILLUMINATED PALE SIGN ' , 24 HIGH MAXIMUM, 66 SF± /FACE 11 BIKE RACK ON 4" THICK CONCRETE PAD. INVERTED "U" PAINTED PER OWNER'S INSTRUCTION, 4 SPACE MINIMUM 12 HANDICAP PARKING SPACE W /SIGNAGE & STRIPING (TYP. 3) 13 9' x 18' PARKING SPA (TYP. 60) Al 14 9' X 18' TO GO PARKING SPACE WITH "TO GO" SIGNAGE (TYP 4) 15 WHEEL STOP (TYP. 3) 16 4" CONCRETE SLAB REINFORCED W /FIBERMESH AT HANDICAP PARKING 17 6" REINFORCED CONCRETE SLAB AT STORAGE /TRASH AREA ENTRANCE. CONTINUE REINFORCING FROM INSIDE TRASH ENCLOSURE 18 EXISTING EDGE OF ASPHALT ' 19 EXISTING ASPHALT PAVING TO REMAIN 20 ASPHALT SAWCUT LINE, 2' MIN FROM PROPOSED UP OF GUTTER OR AS INDICATED 21 NEW ASPHALT PAVING, REFER TO GEOTECHNICAL REPORT FOR SECTION 22 EXISTING CURB & GUTTER TO REMAIN 23 6" VERTICAL CURB & GUTTER W /1' PAN 24 NEW CONCRETE SIDEWALK, WIDTH AS NOTED 25 DEPRESS SIDEWALK AT HANDICAP PARKING W/ACCESSIBLE SIDEWALK (1:20 MAX SLOPE) 26 NEW 6' DETACHED SIDEWALK ALONG UNIVERSITY BLVD. PER CITY OF REXBURG STANDARDS 27 EXISTING 5' SIDEWALK ALONG GOLDEN BEAUTY DRIVE 28 EXISTING WIRE FENCE TO REMAIN (TYP 2) 29 EXISTING IRRIGATION DITCH 30 EXISTING 24' WIDE± ACCESS DRIVE TO REMAIN ' 31 EXISTING CURB CUT TO REMAIN 32 SITE LIGHT, 25' HIGH MAX. (TYP 6) 33 LANDSCAPE AREA 34 EXISTING SANITARY SEWER MAIN / 35 NEW SANITARY SEWER TAP & SERVICE LINES, SEE SHEET CU1.1 36 4" CLEAN OUT (TYP ALL) 37 1500 GALLON± GREASE TRAP 38 EXISTING 16" WATER MAIN 39 EXISTING FIRE HYDRANT (TYP 2) /� 40 2" WATER TAP, 2" METER & BARREL, 2" TYPE K CU WATER SERVICE TO MECHANICAL ROOM / 41 PRIMARY ELECTRICAL SERVICE TO PAD MOUNTED TRANSFORMER, VERIFY POINT OF / SERVICE WITH SUPPLIER 42 PAD MOUNTED TRANSFORMER / 43 SECONDARY ELECTRICAL SERVICE TO ELECTRICAL PANELS 44 NATURAL GAS SERVICE LINE, VERIFY POINT OF SERVICE WITH SUPPLIER / 45 GAS METER / 46 2 - 4 "0 SCHEDULE 40 PVC UNDERGROUND CONDUIT FOR TELEPHONE / SERVICE, VERIFY POINT OF SERVICE WITH SUPPLIER / 47 SPECIAL AREA INLET INSIDE ROOFED STORAGE /TRASH ENCLOSURE AREA, / SEE ARCHITECTURAL PLANS (TYP 2) / 48 30' X 30' SIGHT TRIANGLE / 49 SNOW STORAGE AREA "A" (SHADED), 855 SF / 50 SNOW STORAGE AREA "B" (SHADED), 1565 SF / 51 CATCH BASIN & OUTFALL LATERAL, SEE SHEET CU1.1 (TYP. 3) / 52 GREASE & SOLID SEPARATOR MANHOLE AND STORMTECH INFILTRATOR CHAMBER, SEE SHEET / CU1.1 (TYP. 3) / 53 OUTFALL LATERAL FOR ROOF DRAIN, SEE SHEET CU1.1 (TYP 2) 54 IRRIGATION SUPPLY LINE 55 EXISTING 24' WIDE ACCESS /EGRESS /UTILITY EASEMENT 56 EXISTING 15' WIDE EASEMENT (TYP 2) 57 SIDEWALK RAMP WITH DETECTABLE WARNING PANEL TYP 6) 58 EXISTING 10' WIDE UTILITY EASEMENT A 1 59 EXISTING TELEPHONE PEDESTAL 60 EXISTING SANITARY SEWER MANHOLE TO BE RAISED, SEE GRADING PLAN 61 PROPOSED 6" THICK x 5' WIDE CONCRETE CROSSWALK 62 BENCH (TYP 4) 63 18" x 10' REFLECTORIZED THERMOPLASTIC CROSSWALK BAR (TYP 3) REQUIRED / PARKING & DRIVE AISLES 18,384 SF 2 PRIVATE ACCESS DRIVE / ALONG EAST PROPERTY LINE 2,533 SF / TOTAL 20,917 SF / 10%= 0.10X20917 =2092 SF / REQUIRED / SNOW STORAGE AREA A 855 SF / SNOW STORAGE AREA B 1,565 SF / TOTAL 2,420 SF i / i Eml NOTES: 1. FIRE LANE SIGNAGE IS REQUIRED IN FRONT OF THE BUILDING. GENERAL CONTRACTOR TO COORDINATE WITH CITY OF REXBURG FIRE DEPARTMENT. 2. PROVIDE A PIPE STRIKE IN THE CONCRETE PAVING TO ACCOMMODATE THE TRASH RECEPTACLE DOOR CANE BOLT TO PREVENT THE DOOR FROM SWINGING OVER AND BLOCKING THE ACCESS TO THE SIDEWALK AND RAMP 3- RADII SHOWN REFERS TO FLOWLINE INLESS NOTED OTHERWISE. UTILITY LEGEND — -►(} - — MANHOLE — — UE — — EXISTING UNDERGROUND ELECTRICAL — ee -- VALVE UE PROPOSED UNDERGROUND ELECTRICAL — — W — — EXISTING WATER LINE — —OE— — EXISTING OVERHEAD ELECTRICAL W PROPOSED WATER LINE OE PROPOSED OVERHEAD ELECTRICAL — — IW — — PROPOSED IRRIGATION WATER LINE — —UT— — EXISTING UNDERGROUND TELEPHONE FL PROPOSED FIRE LINE UT PROPOSED UNDERGROUND TELEPHONE — —SS— — EXISTING SANITARY SEWER — — T — — EXISTING OVERHEAD TELEPHONE --SS— PROPOSED SANITARY SEWER — — FO — — EXISTING UNDERGROUND FIBER OPTIC TELEPHONE — —STS— — EXISTING STORM SEWER — —PP— — EXISTING UNDERGROUND PETROLEUM PIPELINE STS PROPOSED STORM SEWER a NUMBER OF PARKING SPACES RD PROPOSED ROOF DRAIN PROPERTY LINE — — G — — EXISTING GAS LINE G PROPOSED GAS LINE rn N J O Z ° W Q O z Z Z U n 0 O N Z Z 0 �O � T o W Cr o W a U 0 z O m c 2 a O� L �'► V c 3 O 'a W O �( C 00 M OD C o O NO 3 rn I i L> r. r a>r 00 0 3 M. O Cv N U 0►-Li 0 : W� �' U � ® o per^ l�l 3 - Y ned By: L a (o a_ rr J 4 n By: rDisk rn°drn Lo ro U) "� I m c� 4))Z ` o !!!ill Lo J E N File: 0) ' o v ,. ' o O N o c� r--- v_ i 0 a 0 C CT vu N N C 00:t p_ x U 0 0 i. N 0 mmmmmm mmmmmmi rn N J O Z ° W Q O z Z Z U n 0 O N Z Z 0 �O � T o W Cr o W a U 0 z O m c 2 a O� L �'► V c 3 O 'a W O �( C 00 M OD C o O NO 3 rn I i L> r. r a>r 00 0 3 M. O Cv N U 0►-Li A CS 4 V -1 `� V -1 Z�to'�7 w LLJ 0 : W� �' U � ® o per^ l�l 3 - Y ned By: L a (o a_ rr J 4 n By: rDisk rn°drn Lo ro U) "� I m c� 4))Z ` o Lo J E N File: 0) ' o v ,. ' o O N o c� r--- v_ i 0 a 0 C CT vu N N C 00:t p_ x U 0 0 i. N 0 A CS 4 V -1 `� V -1 Z�to'�7 w LLJ LiJ O : W� �' O Q mo ` J �0 LLI M 9 O. F QQ W O Lo ned By: ct No: A22 t Scale: 1 „ =20' ned By: LLP n By: rDisk CEF AUGUST 2006 File: A227_CS1.1 -Site I ' s_l: CS1*1 STORMWATER SITE DESCRIPTION 1. THE PROJECT IS A SINGLE PHASE DEVELOPMENT CONSISTING OF FINAL GRADING, UNDERGROUND UTILITY INSTALLATION, PARKING AREA /PRIVATE DRIVE CONSTRUCTION, PRIVATE STORM SEWER FACILITIES AND OUTLET STRUCTURES, MISCELLANEOUS SITE FACILITIES (TRASH ENCLOSURES, SIDEWALKS, ETC) AND CONSTRUCTION OF A 1 STORY, 6203 SQUARE FOOT RESTAURANT 2. THE SEQUENCE OF CONSTRUCTION ACTIVITY IS INDICATED IN THE CONSTRUCTION TIMING SCHEDULE. 3. THE TOTAL ONSITE AREA IS 1.11 ACRES WITH 1.25 ACRES UNDERGOING GRADING. 4. PRIOR TO DEVELOPMENT THE 5 AND 100 YEAR RUNOFF COEFFICIENTS ARE 0.22 AND 0.45. AT FINAL DEVELOPMENT THE 5 AND 100 YEAR RUNOFF COEFFICIENTS ARE 0.67 AND 0.78. 5. THE SITE IS COVERED WITH APPROXIMATELY 90% NATIVE GRASSES /WEEDS AND 10% PAVING 6. IT IS ANTICIPATED THAT CONSTRUCTION STAGING, VEHICLE FUELING, TRASH /DEBRIS COLLECTION AND STORAGE OF MATERIALS WILL BE ON THE NORTHWESTERLY PORTION OF THE SITE AND IS DEPICTED ON THE STORMWATER MANAGEMENT PLAN. LOCATION IS SUBJECT TO CONTRACTOR VERIFICATION. 7. THERE AREN'T ANY NON - STORMWATER COMPONENTS OF THE SITES DISCHARGE. 8. APPROXIMATELY 86% OF THE SITES RUNOFF IS COLLECTED BY A PRIVATE STORM SEWER SYSTEM THAT TIES INTO TWO INFILTRATION SYSTEMS, THE REMAINDER OF THE SITES RUNOFF SHEET FLOWS ONTO THE ADJACENT SITES WHICH ULTIMATELY DISCHARGE INTO HENRYS FORK /SNAKE RIVER 9. THE OPERATOR FOR THE ENTIRE PROJECT SITE WILL BE THE GENERAL CONTRACTOR. 10. STORMWATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY IS NOT ANTICIPATED. 11. PER THE US DEPARTMENT OF FISH AND WILDLIFE SERVICE, FEDERAL - LISTED ENDANGERED OR THREATENED SPECIES, OR FEDERALLY - DESIGNATED CRITICAL HABITAT IS NOT IN THE PROJECT AREA. 12. FEDERALLY - LISTED ENDANGERED OR THREATENED SPECIES OR FEDERALLY DESIGNATED CRITICAL HABITAT WILL NOT LIKELY BE ADVERSELY AFFECTED BY STORMWATER DISCHARGES OR STORMWATER DISCHARGE RELATED ACTIVITIES FROM THE PROJECT. 13. ALL FUEL AND CHEMICALS STORED ON SITE SHALL BE PLACED IN A LINED CONTAINMENT AREA. 14. THE CONTRACTOR WILL INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA, ALL WASTE CONTAINMENT AND PORTABLE SANITARY FACILITIES ON THE LIVING MAP. GENERAL NOTES: 1. AT ALL TIMES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING EROSION DUE TO WIND AND RUNOFF. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR MAINTAINING EROSION CONTROL FACILITIES SHOWN. 2. GARBAGE /TRASH /CONSTRUCTION DEBRIS TO BE COLLECTED AND DISPOSED OF ON A REGULAR BASIS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING DRAINAGE AND EROSION CONTROL FACILITIES AS REQUIRED. STREETS SHALL BE KEPT CLEAN OF DEBRIS FROM TRAFFIC FROM THIS SITE. 4. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE PAVED, SEEDED WITH NATIVE VEGETATION, OR LANDSCAPED. REFER TO LANDSCAPE PLANS FOR PERMANENT LANDSCAPING AND PLANTING SPECIFICATIONS. 5. EROSION CONTROL STRUCTURES BELOW SODDED AREAS MAY BE REMOVED ONCE SOD AND FINAL LANDSCAPING IS IN PLACE. EROSION CONTROL STRUCTURES BELOW SEEDED AREAS MUST REMAIN IN PLACE UNTIL THE ENTIRE AREA HAS ESTABLISHED A MATURE COVERING OF HEALTHY VEGETATION. EROSION CONTROL IN PROPOSED PAVED AREAS SHALL REMAIN IN PLACE UNTIL PAVEMENT IS COMPLETE. 6. GRAVEL FILTERS /GRAVEL SOCKS AT INLETS IN PAVED AREAS SHALL REMAIN IN PLACE UNTIL PERMANENT LANDSCAPING IS INSTALLED. 7. THIS PLAN IS ONLY TO BE USED FOR INSTALLATION OF EROSION CONTROL FACILITIES. DO NOT USE THIS PLAN FOR GRADING, STORM SEWER OR ANY OTHER CONSTRUCTION. 8. CONTRACTOR SHALL USE VEHICLE TRACKING CONTROL AT ALL LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE. CONTROL FACILITIES WILL BE MAINTAINED WHILE CONSTRUCTION IS IN PROGRESS, MOVED WHEN NECESSARY, AND REMOVED WHEN THE SITE IS PAVED. 0b I FT 9 1 s m :4 / s 1. THE OWNER, SITE DEVELOPER, CONTRACTOR AND /OR THEIR AUTHORIZED AGENTS SHALL REMOVE ALL SEDIMENT, MUD, CONSTRUCTION DEBRIS, OR OTHER POTENTIAL POLLUTANTS THAT MAY HAVE BEEN DISCHARGED TO OR, ACCUMULATE IN, THE FLOWLINES AND PUBLIC RIGHTS OF WAYS OF THE CITY, COUNTY OR STATE AS A RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS SITE DEVELOPMENT OR CONSTRUCTION PROJECT. SAID REMOVAL SHALL BE CONDUCTED IN A TIMELY MANNER. 2. THE CONTRACTOR SHALL PREVENT SEDIMENT DEBRIS AND ALL OTHER POLLUTANTS FROM ENTERING THE STORM SEWER SYSTEM DURING ALL DEMOLITION, EXCAVATION, TRENCHING, BORING, GRADING OR OTHER CONSTRUCTION OPERATIONS THAT ARE PART OF THIS PROJECT. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR REMEDIATION OF ANY ADVERSE IMPACTS TO ADJACENT WATERWAYS, WETLANDS, ETC. RESULTING FROM WORK DONE AS PART OF THIS PROJECT. 3. THE CONTRACTOR SHALL LOCATE, INSTALL, AND MAINTAIN ALL EROSION CONTROL AND WATER QUALITY BEST MANAGEMENT PRACTICES AS INDICATED IN THE APPROVED EROSION CONTROL & STORMWATER MANAGEMENT PLAN. 4. THE DEVELOPER, GENERAL CONTRACTOR, GRADING CONTRACTOR AND /OR THEIR AUTHORIZED AGENTS SHALL INSURE THAT ALL LOADS OF CUT AND FILL MATERIAL IMPORTED TO OR EXPORTED FROM THIS SITE SHALL BE PROPERLY COVERED TO PREVENT LOSS OF THE MATERIAL DURING TRANSPORT ON PUBLIC RIGHT OF WAYS. 5. THE USE OF REBAR, STEEL STAKES, OR STEEL FENCE POSTS TO STAKE DOWN STRAW OR HAY BALES; OR TO SUPPORT SILT FENCING USED AS AN EROSION CONTROL MEASURE; IS PROHIBITED. THE USE OF OSHA APPROVED COLORED WARNING CAPS ON REBAR OR FENCE POSTS USED WITH EROSION CONTROL MEASURES IS NOT ACCEPTABLE. 6. SOILS THAT WILL BE STOCKPILED FOR MORE THAN 30 DAYS SHALL BE PROTECTED FROM WIND AND WATER EROSION WITHIN 14 DAYS OF STOCKPILE CONSTRUCTION. STABILIZATION AND PROTECTION OF THE STOCKPILE MAY BE ACCOMPLISHED BY ANY OF THE FOLLOWING: MULCHING, TEMPORARY /PERMANENT REVEGETATION OPERATIONS, CHEMICAL SOIL STABILIZER APPLICATION (REQUIRES CITY APPROVAL), OR EROSION CONTROL MATTING /GEOTEXTILES. IF STOCKPILES ARE LOCATED WITHIN 100 FEET OF A DRAiNAGEWAY, ADDITIONAL SEDIMENT CONTROLS SUCH AS TEMPORARY DIKES OR SILT FENCE SHALL BE REQUIRED. 7. APPROVED EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES SHALL BE MAINTAINED AND KEPT IN GOOD REPAIR FOR THE DURATION OF THIS PROJECT. AT A MINIMUM, QUALIFIED PERSONNEL SHALL INSPECT ALL BMPS ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM EVENT OF 0.5 INCHES OR GREATER. ALL NECESSARY MAINTENANCE AND REPAIR SHALL BE COMPLETED IN A TIMELY MANNER. ACCUMULATED SEDIMENT AND DEBRIS SHALL BE REMOVED FROM A BMP WHEN THE SEDIMENT LEVEL REACHES ONE HALF THE HEIGHT OF THE BMP OR, AT ANY TIME THAT SEDIMENT OR DEBRIS ADVERSELY IMPACTS THE FUNCTIONING OF THE BMP. 8. WATER USED IN THE CLEANING OF CEMENT TRUCK DELIVERY CHUTES SHALL BE DISCHARGED INTO A PREDEFINED, BERMED CONTAINMENT AREA ON THE JOB SITE. THE DISCHARGE OF WATER CONTAINING WASTE CEMENT TO THE STORM SEWER SYSTEM IS PROHIBITED. 9. THE CONTRACTOR SHALL PROTECT ALL STORM SEWER FACILITIES ADJACENT TO ANY LOCATION WHERE PAVEMENT CUTTING OPERATIONS INVOLVING WHEEL CUTTING, SAW CUTTING OR ABRASIVE WATER JET CUTTING ARE TO TAKE PLACE. THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL WASTE PRODUCTS GENERATED BY SAID CUTTING OPERATIONS ON A DAILY BASIS. THE DISCHARGE OF ANY WATER CONTAMINATED BY WASTE PRODUCTS FROM CUTTING OPERATIONS TO THE STORM SEWER SYSTEM IS PROHIBITED. EROSION CONTROL PERFORMANCE STANDARDS: 1. ANY LAND DISTURBING ACTIVITY SHALL BE CONDUCTED IN SUCH A MANNER AS TO EFFECTIVELY REDUCE ACCELERATED SOIL EROSION AND RESULTING SEDIMENTATION. 2. STRUCTURAL EROSION CONTROL MEASURES INCLUDED IN THIS PLAN ARE TO BE INSTALLED PRIOR TO SOIL DISTURBANCE. INSTALLATION WILL MEET SPECIFICATIONS SHOWN ON THESE SHEETS. CONTROL MEASURES NECESSARY FOR CONTINUING PHASES OF CONSTRUCTION SHALL BE INSTALLED AS DETAILED IN THE CONSTRUCTION SCHEDULE OR AS NEEDED IN PROGRESSION TO THE FINAL EROSION CONTROL PLAN. 3. ALL LAND DISTURBING ACTIVITIES SHALL BE CONSTRUCTED AND COMPLETED IN SUCH A MANNER THAT THE EXPOSURE TIME OF DISTURBED LAND SHALL BE LIMITED TO THE SHORTEST POSSIBLE TIME PERIOD. 4. ANY TEMPORARY OR PERMANENT FACILITY DESIGNED AND CONSTRUCTED FOR THE CONVEYANCE OF WATER AROUND, THROUGH, OR FROM THE LAND DISTURBING ACTIVITY SHALL BE DESIGNED TO LIMIT THE WATER FLOW TO A NON - EROSIVE VELOTOWN. 5. TEMPORARY SOIL EROSION CONTROL FACILITIES SHALL BE REMOVED AND AREAS OF LAND DISTURBANCE GRADED AND STABILIZED WITH PERMANENT SOIL EROSION CONTROL MEASURES PURSUANT TO APPROVED PLANS AND SPECIFICATIONS. 6. THE PERMITEE OR THEIR AUTHORIZED AGENT IS RESPONSIBLE FOR MAINTENANCE OF ALL EROSION CONTROL STRUCTURES. THESE STRUCTURES ARE TO BE INSPECTED BY THE PERMITEE OR THEIR AUTHORIZED AGENT ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM EVENT OF 0.5 INCHES OR GREATER. TO INSURE THEIR EFFICIENCY AND TO EVALUATE MAINTENANCE NEEDS OR PER LOCAL INSPECTION REQUIREMENTS. MAINTENANCE OF THESE STRUCTURES MAY BE DIRECTED AT ANY TIME BY A LOCAL, STATE OR FEDERAL REPRESENTATIVE. 7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO TAKE ANY MEASURES NECESSARY TO COMPLY WITH ANY CITY, COUNTY, STATE AND /OR FEDERAL DUST CONTROL ORDINANCES. DUST CONTROL WILL NOT BE PAID FOR AS A SEPARATE ITEM AND THE CONTRACTOR SHALL INCLUDE ALL COSTS ASSOCIATED WITH DUST CONTROL AS A PART OF HIS OVERALL BID FOR THIS PROJECT. 8. CONFORMANCE WITH CURRENT LOCAL, STATE AND /OR FEDERAL STORMWATER QUALITY REGULATIONS IS REQUIRED PRIOR TO EARTH MOVING OPERATIONS. 9. THE APPROVED EROSION CONTROL & STORMWATER MANAGEMENT PLAN MAY REQUIRE CHANGES OR ALTERATIONS AFTER APPROVAL TO MEET CHANGING CONDITIONS OR ADDRESS INEFFICIENCIES IN DESIGN OR INSTALLATION. CHANGES PROPOSED BY THE CONTRACTOR MUST BE APPROVED BY THE APPROPRIATE CITY, COUNTY, STATE AND /OR FEDERAL AGENCIES. 10. APPROPRIATE MEASURES WILL BE TAKEN TO PREVENT EROSION AT ALL STORM SEWER OUTFALLS CONSTRUCTED IN ASSOCIATION WITH FINAL SITE DEVELOPMENT. EROSION AND SEDIMENT CONTROL MEASURES: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LOCAL, STATE AND /OR FEDERAL AGENCY. THE APPROPRIATE ENGINEER OR DESIGNATED REPRESENTATIVE RESERVES THE OPTION TO REQUIRE ADDITIONAL SOIL EROSION CONTROL PROTECTION DUE TO UNFORESEEN CONDITIONS OR AS DETERMINED NECESSARY UPON FIELD INSPECTION. CHANGES PROPOSED BY THE CONTRACTOR MUST BE APPROVED BY THE APPROPRIATE ENGINEER. 1. STRUCTURAL PRACTICES: A. TEMPORARY CONSTRUCTION ENTRANCE: A VEHICLE TRACKING CONTROL DEVICE SHALL BE INSTALLED ADJACENT TO THE PRIVATE ACCESS DRIVE AS THE INITIAL EROSION CONTROL MEASURE. CLEARING, GRUBBING AND OVERLOT GRADING MAY BEGIN ONLY AFTER THIS ENTRANCE IS IN PLACE. A 1-1/2 TO 3 INCH CRUSHED GRAVEL STONE STABILIZED PAD SIX (6) INCHES THICK WILL BE INSTALLED AS SHOWN ACCORDING TO THE DETAILS CONTAINED ON THESE SHEETS WHEELS MUST BE CLEANED TO REMOVE MUD PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS -OF -WAY. B. SILT FENCE BARRIER: THE SILT FENCE SHOWN ON THE ENCLOSED EROSION CONTROL PLAN SHALL BE SECURED ACCORDING TO THE DETAILS CONTAINED ON THESE SHEETS. THE SILT FENCE BARRIER WILL BE INSTALLED AT LOCATIONS SHOWN ON THE EROSION CONTROL & STORMWATER MANAGEMENT PLAN PRIOR TO GRADING. C. STRAW BALE BARRIERS /GRAVEL FILTERS /GRAVEL SOCKS: STRAW BALE BARRIERS SHALL BE INSTALLED AT LOCATIONS SHOWN ON THE EROSION CONTROL & STORMWATER MANAGEMENT PLAN. STRAW BALE BARRIERS ABUTTING INLETS AND PAVED AREAS WILL BE REPLACED WITH GRAVEL FILTERS OR GRAVEL SOCKS ONCE PAVING IS COMPLETE_ STRAW BALE BARRIERS IN SEEDED AREAS SHALL REMAIN IN PLACE UNTIL A MATURE COVERING OF HEALTH VEGETATION OCCURS. 2. VEGETATIVE PRACTICES: A. THE STRUCTURAL PRACTICES HAVE BEEN PLACED TO CONTROL EROSION SO THAT VEGETATIVE PRACTICES SHOULD NOT BE REQUIRED. B. VEGETATION: NATURAL VEGETATION CONSISTING OF NATIVE PRAIRIE GRASSES. 3. PERMANENT EROSION CONTROL: THE SITE WILL BE PERMANENTLY STABILIZED WITH VEGETATIVE COVER IN ASSOCIATION WITH THE LANDSCAPE PLAN. MANAGEMENT STRATEGIES: 1. THE VEHICLE TRACKING CONTROL DEVICE AND SILT FENCE BARRIERS SHALL BE INSTALLED AS THE FIRST STEP IN THE GRADING PROCESS AND MAINTAINED AS LONG AS REQUIRED BY THE CITY, COUNTY, STATE, OR FEDERAL ENGINEER. A. PROVIDE VEHICLE TRACKING CONTROL TO ALL CONSTRUCTION ENTRANCES TO THE SITE. B. GENERAL CONTRACTOR TO INSTALL A TEMPORARY STOP SIGN AT ALL CONSTRUCTION ENTRANCES. 2. THE SILT FENCE SHOWN ON THE EROSION CONTROL & STORMWATER MANAGEMENT PLAN SHALL BE SECURED ACCORDING TO THE DETAILS CONTAINED ON THESE SHEETS AND INSTALLED AT LOCATIONS SHOWN ON THE EROSION CONTROL & STORMWATER MANAGEMENT PLAN PRIOR TO GRADING. 3. THE CONSTRUCTION SUPERINTENDENT SHALL HAVE OVERALL RESPONSIBILITY FOR PLAN IMPLEMENTATION. THE CONSTRUCTION SUPERINTENDENT SHALL ALSO BE RESPONSIBLE FOR SEEING THAT APPROPRIATE CONSTRUCTION WORKERS AND SUBCONTRACTORS ARE AWARE OF THE PROVISIONS OF THE PLAN. 4. CLEAN -UP A. TRANSPORT TRASH /DEBRIS AND SURPLUS /UNACCEPTABLE SOIL MATERIALS FROM PROJECT SITE AND LEGALLY DISPOSE OF THEM. B. REMOVE ALL TEMPORARY SHORING, BRACING, EROSION CONTROL AND OTHER PROTECTION DEVICES WHEN NO LONGER REQUIRED BY THE LOCAL, STATE AND /OR FEDERAL AGENCY. MAINTENANCE /I NSPECTIONS: IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSPECTED BY A QUALIFIED PERSONNEL ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM EVENT OF 0.5 INCHES OR GREATER. "QUALIFIED PERSONNEL" MEANS A PERSON KNOWLEDGEABLE IN THE PRINCIPLES AND PRACTICE OF EROSION AND SEDIMENT CONTROLS WHO POSSESSES THE SKILLS TO ASSESS CONDITIONS AT THE CONSTRUCTION SITE THAT COULD IMPACT STORMWATER QUALITY AND TO ASSESS THE EFFECTIVENESS OF ANY SEDIMENT AND EROSION CONTROL MEASURES SELECTED TO CONTROL THE QUALITY OF STORMWATER DISCHARGES FROM THE CONSTRUCTION ACTIVITY. THE FOLLOWING ITEMS WILL BE CHECKED IN PARTICULAR: 1. THE VEHICLE TRACKING CONTROL DEVICE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING AND FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH STONE AS CONDITIONS DEMAND. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLE OR SITE ONTO ROADWAY MUST BE REMOVED IMMEDIATELY. 2. THE PERIMETER SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING. 3. STRAW BALE BARRIERS, GRAVEL FILTERS AND GRAVEL SOCKS WILL BE CHECKED REGULARLY FOR SEDIMENTATION BUILDUP AND CLEANED AS REQUIRED. 4. INSPECTIONS MUST INCLUDE ALL AREAS OF THE SITE DISTURBED BY CONSTRUCTION ACTIVITY AND AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION. INSPECTORS MUST LOOK FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE STORMWATER CONVEYANCE SYSTEM. SEDIMENTATION AND EROSION CONTROL MEASURES IDENTIFIED IN THE STORMWATER MANAGEMENT /SWPPP PLAN MUST BE OBSERVED TO ENSURE PROPER OPERATION. DISCHARGE LOCATIONS MUST BE INSPECTED TO ASCERTAIN WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO WATERS OF THE UNITED STATES, WHERE ACCESSIBLE. 5. FOR EACH INSPECTION REQUIRED ABOVE, YOU MUST COMPLETE AN INSPECTION REPORT. AT A MINIMUM, THE INSPECTION REPORT MUST INCLUDE: A. THE INSPECTION DATE; B. NAMES, TITLES, AND QUALIFICATIONS OF PERSONNEL MAKING THE INSPECTION; C. WEATHER INFORMATION FOR THE PERIOD SINCE THE LAST INSPECTION (OR SINCE COMMENCEMENT OF CONSTRUCTION ACTIVITY IF THE FIRST INSPECTION) INCLUDING A BEST ESTIMATE OF THE BEGINNING OF EACH STORM EVENT, DURATION OF EACH STORM EVENT, DURATION OF EACH STORM EVENT, APPROXIMATE AMOUNT OF RAINFALL FOR EACH STORM EVENT (IN INCHES), AND WHETHER ANY DISCHARGES OCCURRED; D. WEATHER INFORMATION AND DESCRIPTION OF ANY DISCHARGES OCCURRING AT THE TIME OF THE INSPECTION; E. LOCATION(S) OF DISCHARGES OF SEDIMENT OR OTHER POLLUTANTS FROM THE SITE; F. LOCATION(S) OF BMPs THAT NEED TO BE MAINTAINED; G. LOCATION(S) OF BMPs THAT FAILED TO OPERATE AS DESIGNED OR PROVED INADEQUATE FOR A PARTICULAR LOCATION; H. LOCATION(S) WHERE ADDITIONAL BMPs ARE NEEDED THAT DID NOT EXIST AT THE TIME OF INSPECTION; 1. CORRECTIVE ACTION REQUIRED INCLUDING ANY CHANGES TO THE STORMWATER MANAGEMENT /SWPPP PLAN NECESSARY AND IMPLEMENTATION DATES. ZM0M'kfA CONSTRUCTION TIMING SCHEDULE * * CONTRACTOR TO ADJUST SCHEDULE DUE TO ACTUAL START CONSTRUCTION DATE AND PROJECT COMPLETION DURATION SEEDING AS INDICATED ON THE LANDSCAPE PLAN, ALL AREAS ARE TO BE LANDSCAPED. SHOULD ANY OF THESE AREAS NOT BE LANDSCAPED THE AREA WILL BE SEEDED AND MULCHED AS INDICATED BELOW. 1. SEED QUALITY POTENTIAL SOURCES A. ALL BRANDS FURNISHED SHALL BE FREE FROM SUCH NOXIOUS SEEDS AS ENGINE OIL, FUEL, RUSSIAN OR CANADIAN THISTLE, COARSE FESCUE, EUROPEAN BINDWEED, FERTILIZER JOHNSON GRASS AND LEAF SPURGE. v� 3 Y B. THE SUBCONTRACTOR SHALL FURNISH TO THE CONTRACTOR A SIGNED BRAKE FLUID STATEMENT CERTIFYING THAT THE SEED FURNISHED IS FROM A LOT THAT HAS a- J BEEN TESTED BY A RECOGNIZED LABORATORY. SEED WHICH HAS BECOME WET, WATER MOLDY, OR OTHERWISE DAMAGED IN TRANSIT OR IN STORAGE WILL NOT BE HYDRAULIC & ACCEPTABLE. a z C. AREAS SUBJECT TO SEEDING WILL BE PLANTED BY DRILL SEEDING. ON SLOPES LO J E 0) STEEPER THAN 5:1, WHERE ACCESS IS LIMITED, HYDRAULIC SEEDING WILL BE UTILIZED. 2. MATERIALS STORAGE FACILITIES. A. SEED 2. 1. SEED TYPE AND AMOUNT OF PURE LIVE SEED (PLS) REQUIRED PER ACRE SHALL BE: DRILLED LBS % BY SODDED/ SEASON PLS /ACRE WT BUNCHED SIDEOATS GRAMA WARM 10.9 20 BUNCHED LITTLE BLUESTEM WARM 8.4 20 BUNCHED BLUE GRAMA WARM 3.0 20 BUNCHED PUBESCENT WHEATGRASS COOL 21.8 20 SOD FAIRWAY WHEATGRASS COOL 7.2 20 BUNCHED 51.3 LBS /AC INCREASE SEED RATE BY 50 PERCENT INTRODUCED FOR AREAS SUBJECT TO HYDROSEEDING 2. IF SEED AVAILABLE ON THE MARKET DOES NOT MEET THE MINIMUM PURITY AND GERMINATION PERCENTAGES SPECIFIED, THE SUBCONTRACTOR MUST COMPENSATE FOR A LESSER PERCENTAGE OF PURITY OR GERMINATION BY FURNISHING SUFFICIENT ADDITIONAL SEED TO EQUAL THE SPECIFIED PRODUCT. THE TAGS FROM THE SEED MIXES MUST BE SUPPLIED TO CONTRACTOR. 3. THE FORMULA USED FOR DETERMINING THE QUALITY OF PURE LIVE SEED (PLS) SHALL BE (POUNDS OF SEED)x(PURITY)x(GERMINATION) = POUNDS OF PURE LIVE SEED (PLS). 3. MULCH A. ALL AREAS TO BE SEEDED SHALL BE MULCHED. HAY OR STRAW MULCH SHALL BE USED IN ALL LOCATIONS. B. HAY OR STRAW MULCH: AFTER SEEDING HAS BEEN COMPLETED, A RATE OF 4,000 LBS OF HAY OR STRAW PER ACRE SHALL BE APPLIED UNIFORMLY, CRIMPED IN WITH A CRIMPER OR OTHER APPROVED EQUIPMENT. THE CONTRACTOR MAY ORDER THE EMPLOYMENT OF HAND CRIMPING OPERATIONS ON SUCH AREAS WHERE EXCESSIVELY STEEP SLOPES OR CONFINED AREAS WOULD CAUSE UNSATISFACTORY CRIMPING TO RESULT BY MECHANICAL METHODS. C. THE SEEDED AREA SHALL BE MULCHED AND CRIMPED WITHIN 24 HOURS AFTER SEEDING. AREAS NOT MULCHED AND CRIMPED WITHIN 24 HOURS AFTER SEEDING MUST BE RESEEDED WITH THE SPECIFIED MIX AT THE CONTRACTOR'S EXPENSE PRIOR TO MULCHING AND CRIMPING. D. HYDRAULIC MULCHING SHALL BE LIMITED TO THOSE SITUATIONS WHERE IT IS TOO DIFFICULT TO APPLY AND ANCHOR A MULCH OF LONG- STEMMED GRASS HAY OR CEREAL STRAW; NAMELY, SLOPES STEEPER THAN 5:1 OR WHERE ACCESS IS LIMITED. WOOD CELLULOSE FIBERS MUST BE MIXED WITH WATER AND A TACKIFYING AGENT AND APPLIED AT A RATE OF 1500 POUNDS PER ACRE WITH A HYDRAULIC MULCHER. SPILL PREVENTION PLAN SHEET INDEX CEO.0 EROSION CONTROL AND STORMWATER MANAGEMENT NOTES CEO.1 EROSION CONTROL AND STORMWATER MANAGEMENT NOTES & DETAILS CE1.1 EROSION CONTROL PLAN r- 0 POTENTIAL SOURCES OF POLLUTION ENGINE OIL, FUEL, W O N Q \ FERTILIZER USED ACCORDING TO MANUFACTURER'S LABELED v� 3 Y D � BRAKE FLUID INSTRUCTIONS. NOT TO BE APPLIED PRIOR TO A a- J z WATER PRECIPITATION EVENT. EXCEPT DURING HYDRAULIC & <m v a z APPLICATION, TO BE KEPT IN TRUCKS OR WITHIN LO J E 0) 0 ANTIFREEZE STORAGE FACILITIES. NATIVE/ INTRODUCED Q J o z a _ W < � Q o z c) z z U � r� U- 0 N z z O \o o Lu o 6 z � c m E d 0 } w 0 � C 00 'o� 3 N W O C Q 'vs 0 o 0 00 0 ED 00 � 0 4 ;0� 0• -r�� � o00 0 00, 0 1)C0)v u') () �-W 1. REPORT SPILLS IMMEDIATELY TO OWNER. 2. EMPLOYEES WILL NOT BE PUNISHED FOR REPORTING SPILLS. 3. CONTAIN SPILL, START CLEANUP, REPORT IF OVER REPORTABLE QUANTITY. 4. POINTS OF CONTACT IN CASE OF A REPORTABLE QUANTITY RELEASE: EPA NATIONAL RESPONSE CENTER 1- 800 - 424 -8802 IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY 1 -208- 373 -0550 5. REPORTABLE QUANTITIES MATERIAL POTENTIAL SOURCES OF POLLUTION ENGINE OIL, FUEL, 1. FERTILIZER USED ACCORDING TO MANUFACTURER'S LABELED v� 3 Y v- l j 0 �y ` b BRAKE FLUID INSTRUCTIONS. NOT TO BE APPLIED PRIOR TO A a- J ENGINE OIL, FUEL, WATER PRECIPITATION EVENT. EXCEPT DURING HYDRAULIC & z=3 a z APPLICATION, TO BE KEPT IN TRUCKS OR WITHIN LO J E 0) ANTIFREEZE STORAGE FACILITIES. NATIVE/ INTRODUCED 2. PESTICIDES USED ACCORDING TO MANUFACTURER'S LABELED BATTERY ACID LAND, WATER 100 LBS. INSTRUCTIONS. NOT TO BE APPLIED PRIOR TO A NATIVE 1 LB. GASOLINE PRECIPITATION EVENT. EXCEPT DURING NATIVE ENGINE AIR, LAND, WATER APPLICATION, TO BE KEPT IN TRUCKS OR WITHIN NATIVE FEDERAL REGULATIONS. STORAGE FACILITIES. INTRODUCED LOCAL, STATE AND FEDERAL REGULATIONS. INTRODUCED 3. SOLVENTS USED ACCORDING TO MANUFACTURER'S LABELED CONTAINERS TO BE LOCATED ONSITE BY THE Q INSTRUCTIONS. DISPOSED OF ACCORDING TO LOCAL, GENERAL CONTRACTOR. CONTAINERS TO BE EMPTIED AS NECESSARY BY A CONTRACT TRASH Q STATE AND FEDERAL REGULATIONS. w 8 4. PAINTS, STAINS AND USED ACCORDING TO MANUFACTURER'S LABELED 13. SANITARY FACILITIES TCONTRACTOR. BE LOCATED ONSITE BY THE GENERAL WOOD PRESERVATIVES INSTRUCTIONS. MAY BE STORED INSIDE THE FACILITIES TO BE CLEANED, EMPTIED O Q W m STRUCTURE. DISPOSED OF ACCORDING TO LOCAL, _ SANITARY SERVICE. STATE AND FEDERAL REGULATIONS. 14. SOIL EROSION & SEDIMENT 5. GLUE, ADHESIVES AND USED ACCORDING TO MANUFACTURER'S LABELED JOINT COMPOUNDS INSTRUCTIONS. MAY BE STORED INSIDE THE STRUCTURE. DISPOSED OF ACCORDING TO LOCAL, W STATE AND FEDERAL REGULATIONS. 6. FUELS SECONDARY CONTAINMENT WILL BE REQUIRED FOR ONSITE FUEL STORAGE TO CONTAIN LEAKS AND SPILLS. STORAGE SHALL MEET ALL APPLICABLE STATE AND FEDERAL REGULATIONS. 1. REPORT SPILLS IMMEDIATELY TO OWNER. 2. EMPLOYEES WILL NOT BE PUNISHED FOR REPORTING SPILLS. 3. CONTAIN SPILL, START CLEANUP, REPORT IF OVER REPORTABLE QUANTITY. 4. POINTS OF CONTACT IN CASE OF A REPORTABLE QUANTITY RELEASE: EPA NATIONAL RESPONSE CENTER 1- 800 - 424 -8802 IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY 1 -208- 373 -0550 5. REPORTABLE QUANTITIES MATERIAL MEDIA RELEASED TO REPORTABLE QUANTITY ENGINE OIL, FUEL, LAND 25 GALLONS HYDRAULIC & v� 3 Y v- l j 0 �y ` b BRAKE FLUID IN ONSITE DESIGNATED CONCRETE WASHOUT AREA a- J ENGINE OIL, FUEL, WATER VISIBLE SHEEN HYDRAULIC & z=3 a z BRAKE FLUID LO J E 0) ANTIFREEZE LAND 100 LBS. o 04 0 r '�� N r r .-- (13 GALLONS) BATTERY ACID LAND, WATER 100 LBS. FREON AIR 1 LB. GASOLINE AIR, LAND, WATER 100 LBS. ENGINE AIR, LAND, WATER 100 LBS. DEGREASERS FEDERAL REGULATIONS. Project No: A227 Sheet Scale: FULL Designed By: LLP Drawn By: CWB Date: AUGUST 2006 Disk File: A227_CEO.0- Dets.dwa EROSION CONTROL AND STORMWATER I, R ;: CEO,O VICINITY MAP NOT TO SCALE 0 y D FAV ' U � e 0 CU v� 3 Y v- l j 0 �y ` b L 0 IN ONSITE DESIGNATED CONCRETE WASHOUT AREA a- J 0 00 0 C) z=3 a z 9. MASON'S AREA LO J E 0) 0 Q> CONTRACTOR FOR STORAGE OF MATERIALS, "o 0 E o 04 0 r '�� N r r .-- 0 C h ✓ SUCH AS BERMS, DIVERSION DITCHES, SILT Q) m c 0 O :*' O _ x U O : � 0 0 Of Qd (n<Q -u- Project No: A227 Sheet Scale: FULL Designed By: LLP Drawn By: CWB Date: AUGUST 2006 Disk File: A227_CEO.0- Dets.dwa EROSION CONTROL AND STORMWATER I, R ;: CEO,O VICINITY MAP NOT TO SCALE y D FAV ' 7. GREASE AND OILS y v- l j 0 �y ` b 8. CONCRETE WASH WATER IN ONSITE DESIGNATED CONCRETE WASHOUT AREA 9. MASON'S AREA AN AREA TO BE DESIGNATED BY THE GENERAL CONTRACTOR FOR STORAGE OF MATERIALS, _ / a �lJ TOOLS AND EQUIPMENT. RUNOFF CONTROL SUCH AS BERMS, DIVERSION DITCHES, SILT FENCE OR OTHER MEANS OF CONTAINMENT SHALL BE PROVIDED. 10. CURING COMPOUNDS DISPOSED OF ACCORDING TO LOCAL, STATE AND FEDERAL REGULATIONS. 11. ASPHALT PAVING EXCESS CHEMICALS DISPOSED OF ACCORDING TO LOCAL, STATE AND FEDERAL REGULATIONS. 12. SOLID WASTE TO BE COLLECTED AND PLACED IN DESIGNATED CONTAINERS TO BE LOCATED ONSITE BY THE Q GENERAL CONTRACTOR. CONTAINERS TO BE EMPTIED AS NECESSARY BY A CONTRACT TRASH Q DISPOSAL SERVICE. w 8 1_L.� 13. SANITARY FACILITIES TCONTRACTOR. BE LOCATED ONSITE BY THE GENERAL :D FACILITIES TO BE CLEANED, EMPTIED O Q W m AND MAINTAINED AS NECESSARY BY A CONTRACT _ SANITARY SERVICE. W � • ' X 14. SOIL EROSION & SEDIMENT SOIL EROSION & SEDIMENT CONTROL MEASURES TO BE IMPLEMENTED AS INDICATED ON THE STORM WATER W J W W MANAGEMENT PLAN. C > W < LO 0) Project No: A227 Sheet Scale: FULL Designed By: LLP Drawn By: CWB Date: AUGUST 2006 Disk File: A227_CEO.0- Dets.dwa EROSION CONTROL AND STORMWATER I, R ;: CEO,O VICINITY MAP NOT TO SCALE (D -lE C) :5 LO Ln LO rl_ 0 0 Lij Ld cl-A ON Q0 - 00 T 0 0 Cpl 0 LLJ 0 Li C) 0 x U 0 U) (1) Q) C) Unwers� y — 91vd. VERIFY NEED FOR SILT FENCE ALONG NORTHERLY PROPERTY LINE WITH CITY, COUNTY AND/OR STATE INSPECTOR X -x -x -x -x -x -x -x -x -x -x -x - IRRIGATION DITCH SF 3 '2-7-" - - - - EARTH DIKE -- - - - - - - - - -- !' -- (IF REQUIRED) A REPLACE WITH ROCK SOCKS AFTER PAVING/ IS COMPLETE f 'C INFILTRATOR INFILTRATOR REPLACE WITH/ ROCK SOCKS AFTE Ef�/ PAVING _ IS COMPLET 51 - - - - — - - - - - - - - - SF SF — �RIDGE LINE STORMWATER MANAGEMENT PLAN -X —X - x —x -x -X -X -X -x -x N 0 10 20 SCALE: 1"=20' Lb -_ - -- - A:* ---------- 4854 ----------- - S89 58�27- --- --------- - 3- - -- 485 REPLACE WITH ROCK ---- - - - - -- 4852 - - - - ---------------- / AFTER PAVING IS COMPLETE A /A 1 1 - 1' =4 �2304" L=67.33' PROVIDE OPENING IN SILT FENCE FOR VEHICLE ACCESS AMERICINN PROPERTY A=96*55'1 L=84.58' R=50.00' LEGEND - - -- 4852 - - - -- EXISTING CONTOUR 9�- PROPOSED CONTOUR - -STS - - -- -- PROPOSED STORM SEWER PIPE o (12" AND LARGER) STS PROPOSED STORM SEWER PIPE (SMALLER THAN 12 z N89 ° ' W 376.15 SILT FENCE STRAW BALE BARRIER VERIFY NEED FOR SILT FENCE ALONG ................. 11, SOUTHERLY PROPERTY LINE WITH CITY, ROCK SOCK COUNTY AND/OR STATE INSPECTOR \� \ PROVIDE OPENING IN SILT FENCE FOR VEHICLE ACCESS AMERICINN PROPERTY A=96*55'1 L=84.58' R=50.00' LEGEND - - -- 4852 - - - -- EXISTING CONTOUR 9�- PROPOSED CONTOUR - -STS - - -- -- PROPOSED STORM SEWER PIPE o (12" AND LARGER) STS PROPOSED STORM SEWER PIPE (SMALLER THAN 12 z FLOW ARROW FF FINISHED FLOOR ELEVATION SF X- SILT FENCE STRAW BALE BARRIER VEHICLE TRACKING CONTROL ................. 11, ROCK SOCK U) CL uJ -J 0 -J 0 V) CL CL LU < LU 0 z Z Z r u- 00 0 z z '> 2 0 '-- V) a 5; z uJ Li 0 W a- 0 1101 C E a2 00 0 (o 0 (.5 1* po p >1 00 (0 C d 40 C: p 00 Lu 1-000 C: 0 inn X 0 '0 0 H Lo ' ,/ 6 0 C U . 0 a o W " -J 0) OD 0 n L O ' (D Z ( n, ? I 0 N -J - - _ E 0 0) O C J add 0 :3 F- Ll- A =17 °19'33" u10 NALI L= 172.36' R=570.0' %3 4 V)O Ob 1 0 Ld =) - r 0 m m m ui x it LIJ in Er- x 0 W M CL > x z u.J BENCHMARK: TOP OF EXISTING MANHOLE RIM, ELEVATION = 4853.38 0 LO Project No: A227 Sheet Scale: Designed By: LLP Drawn By: CEF Date: AUGUST, 2006 , Disk File: A227—CE1. 1 —Erosi 07 EROSION CONTROL PLAN CE1.1 T r- 0 04 o z W U) CL uJ -J 0 -J 0 V) CL CL LU < LU 0 z Z Z r u- 00 0 z z '> 2 0 '-- V) a 5; z uJ Li 0 W a- 0 1101 C E a2 00 0 (o 0 (.5 1* po p >1 00 (0 C d 40 C: p 00 Lu 1-000 C: 0 inn X 0 '0 0 H Lo ' ,/ 6 0 C U . 0 a o W " -J 0) OD 0 n L O ' (D Z ( n, ? I 0 N -J - - _ E 0 0) O C J add 0 :3 F- Ll- A =17 °19'33" u10 NALI L= 172.36' R=570.0' %3 4 V)O Ob 1 0 Ld =) - r 0 m m m ui x it LIJ in Er- x 0 W M CL > x z u.J BENCHMARK: TOP OF EXISTING MANHOLE RIM, ELEVATION = 4853.38 0 LO Project No: A227 Sheet Scale: Designed By: LLP Drawn By: CEF Date: AUGUST, 2006 , Disk File: A227—CE1. 1 —Erosi 07 EROSION CONTROL PLAN CE1.1 T 0 0 Q 0 r� C6 r- 0 0 N N N 0 L 0 I C) N N Q / w 0 0 N N Q 0 Q Q / T / 4853.17 o EXIS SE) / I i 4851.89' / o / 4852.32 / / 4852.45 / 4851.41 4651.92M ! �� / / 1 / r i 4852.30 53.1b / / 4951.34 Od 4851.02 0 /4852.34 ! 1t I vy ' Ri TC p FL 1 / S / i 1 1 // �� LPt::k;: 483.0/ Q 50.65 FL i ! 50.55 TOG ! / / / /4850 9 / 51 1 / / / 6 ST S\ ! o / i it LP& CO /k852.43 51 .75 t / 51.1 51.4 51.65 51.5 51.95 3 / o / � ____TOP OF CURB .76 - -_4852.03 i� 4851. / / 51.53 51.57 _ ' � RIDCE LINE 52.04 / ME HP / / 1 4850.92 15p-.35 University Blvd. X X - wo A X X X X X X R - X X X X X X X X X X X X X X X TOP OF _B ERM. g e 4854.36 _. . . 4. 55 4854.38 4855.75 -------- 4854------ ------ _236 67 0 - ' ----- - - - - -- 4853 - -- 8�' S8'27 -'�9, -- 4851 ------- - -- - -- - ---------- - - - - -- 4852 - - - - - -,� f2Z-- _ - - - - -- 4851.68 ' ' 90 i 4850.99 - �`\, 4851.19 A =4 °23'04" L= 67.33' 131 AMERICINN PROPERTY N 0 10 20 SCALE: 1"=20' A=96'55'1 L= 84.58' R= 50.00' LEGEND -- 4852 -- EXISTING CONTOUR 52 PROPOSED CONTOUR 4851.0 EXISTING SPOT ELEVATION I / V - .a:a�. o q� G GRADE BREAK FF FINISHED FLOOR ELEVATION N8 °59'5 8 "W LOW POINT ME MATCH EXISTING FL INT 376.15' PCR POINT OF CURB RETURN CO CURB OPENING TOB TOP OF BERM TC TOP OF CURB 4852 VARIABLE HEIGHT CURB 2% 2% 57, SLOPE (UP OR DOWN) TO �o a .. o I_oOoo GUTTER TRANSITION, 5' UNLESS OR GT NOTED OTHERWISE V 0 C W FLOW ARROW 0 W > WQd todF- U- THICK DETACHED m vi 48 3 4850.6 SIDEWALK PER CITY OF REXBURG STANDARDS, < err L0 ujm VERIFY THICKNESS WITH CITY �'+�, 4851. 0 0) SECTION A -A 0 131 AMERICINN PROPERTY N 0 10 20 SCALE: 1"=20' A=96'55'1 L= 84.58' R= 50.00' LEGEND -- 4852 -- EXISTING CONTOUR 52 PROPOSED CONTOUR 4851.0 EXISTING SPOT ELEVATION 52.0 FINISHED SPOT ELEVATION GB GRADE BREAK FF FINISHED FLOOR ELEVATION HP HIGH POINT LP LOW POINT ME MATCH EXISTING FL INT FLOWLINE INTERSECTION PCR POINT OF CURB RETURN CO CURB OPENING TOB TOP OF BERM TC TOP OF CURB VHC VARIABLE HEIGHT CURB 2% 2% 57, SLOPE (UP OR DOWN) TO �o a .. o I_oOoo GUTTER TRANSITION, 5' UNLESS OR GT NOTED OTHERWISE V 0 C W FLOW ARROW 11 01 CAUTION OC ATION NOTICE B ASED TO g ONTRAC TDOR HE BY APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL , , UTILITIES, PUBLIC OR PRIVATE WHETHER SHOWN ON THE PLANS OR NOT PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. / / J / �c / t BENCHMARK: TOP OF EXISTING MANHOLE RIM, ELEVATION = 4853.38 .b 07 A 227 Sheet Scale: _ 1 "_ 20' Designed By: LLP Drawn By: CEF Date: AUGUST, 2006 Disk File: A227 -CG1.1 -Grad GRADING PLAN CG1 *1 0 � c 00 _a ON 0 W v v ai 0 w� N Y OHO V a a r- v o .& 3 y W o 0Mo o 0 Q rn O cy . MN - X rl- 0 Q 7' W F „ 0 N Q -- Y AT 5% (UP OR DOWN) o L va �� 0 EXISTING CURB TO MATCH EXISING �,•) 0 00 M to m (D Z O! z J Q) U E m m J a � 2% 2% 57, SLOPE (UP OR DOWN) TO �o a .. o I_oOoo a '0� 4; N r, 1, �m v V 0 C W C.'� 0 W > WQd todF- U- THICK DETACHED m vi W 4 " SIDEWALK PER CITY OF REXBURG STANDARDS, < err L0 ujm VERIFY THICKNESS WITH CITY �'+�, r__ 0 0) SECTION A -A 0 NOT TO SCALE N, rn N Z w n- m Q O z 0 Z �7_ z 0 CL 0 0 0 Z z o �o o uJ LLJ o Qf (L 11 01 CAUTION OC ATION NOTICE B ASED TO g ONTRAC TDOR HE BY APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL , , UTILITIES, PUBLIC OR PRIVATE WHETHER SHOWN ON THE PLANS OR NOT PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. / / J / �c / t BENCHMARK: TOP OF EXISTING MANHOLE RIM, ELEVATION = 4853.38 .b 07 A 227 Sheet Scale: _ 1 "_ 20' Designed By: LLP Drawn By: CEF Date: AUGUST, 2006 Disk File: A227 -CG1.1 -Grad GRADING PLAN CG1 *1 0 � c 00 _a ON 0 W v v ai 0 w� N Y OHO V a a r- v o .& 3 y W o 0Mo o 0 Q rn O cy . MN - X w. 2 - �,_b`7 6 Q 7' ® a Q -- Y AT 5% (UP OR DOWN) o L va �� 0 EXISTING CURB TO MATCH EXISING �,•) 0 00 M to m (D Z O! J Q) U E m m J a � 2% 2% 57, SLOPE (UP OR DOWN) TO �o a .. o I_oOoo a '0� 4; N r, 1, EXISTING GROUND Ld V 0 C W C.'� C7O t W > WQd todF- U- w. 2 - �,_b`7 7' 6' 2' PROVIDE 2' SHOULDER //� C..7 V ! Q TOP BACK OF AT 5% (UP OR DOWN) o _J 0 EXISTING CURB TO MATCH EXISING �,•) m CONDITIONS W O 3:1 MAXIMUM m m - 2% 2% 57, SLOPE (UP OR DOWN) TO m /�► i EXISTING GROUND Ld f+ C.'� W > m THICK DETACHED m D W 4 " SIDEWALK PER CITY OF REXBURG STANDARDS, < err L0 VERIFY THICKNESS WITH CITY �'+�, r__ 0) SECTION A -A NOT TO SCALE / / - - -- -- - - 30 "CM / E R / It It / MH1- VL 0 � N 17 AMERICINN PROPERTY 4 LF - 12" PVC SDR 35 ® 1.00% 12" 0 INLET FROM CATCH BASIN. EXTEND INTO INNER SEPARATOR RING GREASE & SOLID SEPARATOR MANHOLE NOTTO I / i z -- 30 "CMP - - - � I � / / Q / / / ry 1 / / / / SCHEDULE U1 APPLEBEE'S BUILDING �2 OUTDOOR SERVICE YARD WITH STORAGE & TRASH RECEPTACLES O3 POSSIBLE FUTURE 13' -0" X 48' -O "± BUILDING EXPANSION O INTERNALLY ILLUMINATED POLE SIGN, 24' HIGH MAXIMUM, 66 SF± /FACE �5 6" CONCRETE SLAB REINFORCED W /FIBERM£SH AT HANDICAP PARKING �6 6" REINFORCED CONCRETE SLAB AT STORAGE /TRASH AREA ENTRANCE. CONTINUE REINFORCING FROM INSIDE TRASH ENCLOSURE �7 EXISTING EDGE OF ASPHALT O EXISTING ASPHALT PAVING TO REMAIN �g ASPHALT SAWCUT LINE, 2' MIN FROM PROPOSED LIP OF GUTTER OR AS INDICATED i0 NEW ASPHALT PAVING, REFER TO GEOTECHNICAL REPORT FOR SECTION 11 EXISTING CURB & GUTTER TO REMAIN 12 6" VERTICAL CURB & GUTTER W /1' PAN 13 NEW CONCRETE SIDEWALK 14 EXISTING IRRIGATION DITCH 15 EXISTING 24' WIDE± ACCESS DRIVE TO REMAIN 16 SITE LIGHT, 25' HIGH MAX, 17 LANDSCAPE AREA 18 EXISTING SANITARY SEWER MAIN 19 NEW SANITARY SEWER TAP 20 6" PVC SDR 35 SANITARY SEWER SERVICE LINE 21 CLEAN OUT WITH BRASS SCREW PLUG (TYP ALL) 22 2 WAY CLEAN OUT 23 1500 GALLON GREASE TRAP, VERIFY WITH ARCHITECTURAL DRAWINGS 24 4" PVC SDR 35 SANITARY SEWER DOMESTIC WASTE 25 4" PVC SDR 35 SANITARY SEWER SERVICE LINE FOR GREASY WASTE 26 2" VENT PIPING FOR GREASE TRAP PER CITY REQUIREMENTS 27 EXISTING 16" WATER MAIN 2$ 2" WATER TAP AND TYPE K CW WATER SERVICE LINE. COORDINATE IRRIGATION DITCH CROSSING WITH DITCH COMPANY 2g 2" METER & METER BARREL PER CITY OF REXBURG 30 2" TYPE K CU WATER SERVICE LINE TO MECHANICAL ROOM 31 EXISTING FIRE HYDRANT (TYP 2) 32 NEW 6' DETACHED SIDEWALK ALONG UNIVERSITY BLVD. PER CITY OF REXBURG STANDARDS 33 PRIMARY ELECTRICAL SERVICE TO PAD MOUNTED TRANSFORMER, VERIFY POINT OF SERVICE WITH SUPPLIER 34 PAD MOUNTED TRANSFORMER 35 SECONDARY ELECTRICAL SERVICE TO CT CABINET & METER MOUNTED ON WALL 36 NATURAL GAS SERVICE LINE, VERIFY POINT OF SERVICE WITH SUPPLIER 37 GAS METER 38 2 - 4 "0 SCHEDULE 40 PVC UNDERGROUND CONDUIT FOR TELEPHONE SERVICE, VERIFY POINT OF SERVICE WITH SUPPLIER 39 SPECIAL AREA INLET INSIDE ROOFED STORAGE /TRASH ENCLOSURE AREA, SEE ARCHITECTURAL PLANS (TYP 2) 40 CATCH BASIN AND OUTFALL LATERAL, SEE STORM SEWER FIXTURE TABLE FOR PIPE SLOPES AND CATCH BASIN INVERTS (TYP 3) 41 GREASE AND SOLID SEPARATOR MANHOLE, SEE STORM SEWER FIXTURE TABLE FOR INVERTS (TYP 2) 42 STORMTECH SC -740 RECHARGER INFILTRATOR CHAMBER SYSTEM, 12 CHAMBERS. STORMTECH 1 -503- 332 -3404 1 43 STORMTECH SC -740 RECHARGER INFILTRATOR CHAMBER SYSTEM, 8 CHAMBERS. STORMTECH 1 -503- 332 -3404 44 6 P C 0 RAIN UT ALL LA E AL, S S 0 £ R FIX UR BL R IPE SLOPES & ETC. 45 ROOF DRAIN LATERAL. PIPE SLOPE TIE INTO OUTFALL LATERAL BY GENERAL CONTRACTOR 46 EXISTING 24' WIDE ACCESS /EGRESS /UTILITY EASEMENT 47 15' WIDE EASEMENT (TYP 2) 48 IRRIGATION SUPPLY LINE 49 EXISTING 10' WIDE UTILITY EASEMENT 50 EXISTING TELEPHONE PEDESTAL 51 EXISTING SANITARY SEWER MANHOLE TO BE RAISED, SEE GRADING PLAN UTILITY LEGEND - -►Q-- - MANHOLE RD PROPOSED ROOF DRAIN — p — VALVE - - G - - EXISTING GAS LINE - - W - - EXISTING WATER LINE G PROPOSED GAS LINE CITY OF REXBURG DROP INLET CATCH BASIN PROPOSED WATER LINE - - UE - - EXISTING UNDERGROUND ELECTRICAL W - - IW - - PROPOSED IRRIGATION WATER LINE —UE— PROPOSED UNDERGROUND ELECTRICAL 150 LF - 12" PVC SDR 35 @ 0.607. PROPOSED FIRE LINE - -OE- - EXISTING OVERHEAD ELECTRICAL FL - -SS- - EXISTING SANITARY SEWER OE PROPOSED OVERHEAD ELECTRICAL ® � a PROPOSED SANITARY SEWER - - UT - - EXISTING UNDERGROUND TELEPHONE SS - -STS- - EXISTING STORM SEWER UT PROPOSED UNDERGROUND TELEPHONE MANHOLE. PROPOSED STORM SEWER - - T - - EXISTING OVERHEAD TELEPHONE STS - - FO - - EXISTING UNDERGROUND FIBER OPTIC TELEPHONE CITY OF REXBURG DROP INLET CATCH BASIN STORM SFWFR FIXTt 1RF TART F PIPE /FITTING DESCRIPTION REMARKS CB1 CITY OF REXBURG DROP INLET CATCH BASIN FL= 50.5 ® PER STD SHEET 8 TOG =50.4 INV. IN =46.6 pin � 3 INV. OUT =46.4 P1 150 LF - 12" PVC SDR 35 @ 0.607. Date: C82 CITY OF REXBURG DROP INLET CATCH BASIN FL= 51.5 III!!! PER STD SHEET 8 TOG= 51.4 INV. IN =45.5 n ® � a INV. OUT =45.3 P2 5 LF - 12" PVC SDR 35 @ 1.00% v 2 n — 0 V) J MH1 4' DIAMETER GREASE & SOLID SEPARATOR RIM =52.2 MANHOLE. INV. IN =45.25 INV. TO INFILTRATOR = 45.25 C83 CITY OF REXBURG DROP INLET CATCH BASIN FL =50.65 00:*f 0_ x PER STD SHEET 8 TOG =50.55 INV. IN =46.55 INV. OUT =46.35 P3 5 LF - 12" PVC SDR 35 ® 1.00% MH2 4' DIAMETER GREASE & SOLID SEPARATOR RIM =51.4 MANHOLE. INV. IN =46.30 INV. TO INFILTRATOR = 45.25 P4 85 LF - 6" PVC SDR 35 0 1.007. C01 4" CLEAN OUT W /BRASS SCREW PLUG LID = 52.36 INV =47.45 P5 76 LF - 6" PVC SDR 35 ® 1.407. CO2 4" CLEANOUT W /BRASS SCREW PLUG LID = 52.2 INV =47.61 B1 6" - 22 -1/2' BEND P6 80 LF - 6" PVC SDR 35 0 1.40% CO3 4" CLEANOUT W /BRASS SCREW PLUG LID = 52.8 INV =48.73 J 0 V) X Z a_ W a_ � Q 0 z 0 z Z v � fl- u- 00 N z M Z 0 o � � 8 w w 0 W a. 0 I m C E N 0—(0 O m rn 000 (0 L 1 cy) wry L 0 00 A(� c 0 -rte 3 N W U OM E- o C a C 0 3ov 01 0 C. Q M 0_ X �n 01-- L 0 WZ) W oQ m 0 j m ® o pin � 3 N89 L Date: J AUGUST, 2006 III!!! M � n ® � a Viz° I I •- v 2 n — 0 V) J O 0) 0 0 .� o E' 0 0' &0 0O C d n U 00:*f 0_ x a- <c tW<¢ - -LL J 0 V) X Z a_ W a_ � Q 0 z 0 z Z v � fl- u- 00 N z M Z 0 o � � 8 w w 0 W a. 0 I m C E N 0—(0 O m rn 000 (0 L 1 cy) wry L 0 00 A(� c 0 -rte 3 N W U OM E- o C a C 0 3ov 01 0 C. Q M 0_ X �n 01-- L 2 -6 -0 - 7 v) ( D w 0 WZ) W oQ m 0 j m ® o pin � 3 N89 L Date: J AUGUST, 2006 Disk File: M � n ® � a Viz° I I •- v 2 n — 0 V) J O 0) 0 0 .� o E' 0 0' &0 0O C d n U 00:*f 0_ x a- <c tW<¢ - -LL 2 -6 -0 - 7 v) ( D w ! O WZ) W oQ m W Li ^ j m \1� C� w Ln i� Cn vro)ect NO: A22 Sheet Scale: _ 1 " =20' Designed By: LLP Drawn By: N89 CEF Date: AUGUST, 2006 Disk File: 376.15' A227—CU 1.1 —Until IT N --,- Cull University Blvd. SET BOTTOM OF INFILTRATOR AT INVERT OF 12" PVC 0 10 20 SCALE: 1"=20' Z I N89 "W 376.15' --- -6 "W -- ---- - - - - -- - - - - -- - -6 "W -- _ - - - -- c SET BOTTOM OF INFILTRATOR AT INVERT OF 12" PVC 0 10 20 SCALE: 1"=20' A � / / / / University 8/vd. 0 10 20 ii SCALE: 1"=20' �X X X X X X X X X X X X X X X X � f -X X X X X X X X � S89 °58'27 "E 236.67' S89 °5 8'27 "34E 11= 96'55' 1 / 217.00' 19.67' _ _ - L= 84.58' / ----- ..� .."�""".,.. R= 50.00' j A =4 °23'04" ° 2 L =67.33' .-6M / / O / / o / / / / SCHEDULE O W ° U1 SPILL CURB AND GUTTER, SEE SHEET CP5.1 Q N �2 CATCH CURB AND GUTTER, SEE SHEET CP5.1 3U MONOLITHIC CURB AND GUTTER, SEE SHEET CP5.1 z �4 GUTTER TRANSITION FROM SPILL TO CATCH CURB, AT GUTTER AT INLETS OR TO m � CONCRETE SLAB AREAS AT HANDICAP PARKING OR AT STORAGE /TRASH AREA ENTRANCE o �5 2' WIDE CONCRETE CHANNEL, SEE SHEET CP5.1 om a O6 2' WIDE CONCRETE PAN, SEE SHEET CP5.1 O7 4" THICK CONCRETE SLAB WITH #3 BARS AT 18" O.C. BOTH WAYS. PROVIDE SAWCUT i. JOINTS WITH JOINT SEALER AS INDICATED. PROVIDE 1/2" PREFORMED EXPANSION JOINT a o MATERIAL WITH A JOINT SEALER BETWEEN SLAB AND SIDEWALK, SEE SHEET CP5.1 a @8 6" THICK CONCRETE SLAB WITH #4 BARS AT 12" O.C. BOTH WAYS. CONTINUE REINFORCING FROM INSIDE TRASH ENCLOSURE. PROVIDE SAWCUT JOINTS WITH JOINT SEALER AS INDICATED, SEE SHEET CP5.1 O 9 4" THICK CONCRETE SIDEWALK REINFORCED WITH FIBERMESH PER REINFORCING NOTE ON SHEET CP5.1. PROVIDE TOOL JOINTS AT 5't O.C.. PROVIDE 1/2" PREFORMED JOINT MATERIAL w Q WITH A JOINT SEALER BETWEEN SIDEWALK AND BACK OF CURB, BUILDING, RAMPS OR OTHER AREAS WHEN APPROPRIATE o z 10 SIDEWALK RAMP (TYP 6). SEE SHEET CP5.1 AND CP5.2 z 11 DEPRESS SIDEWALK AT HANDICAP PARKING, 1:20 MAX SLOPE. PROVIDE 3/8" DEEP 5 a DUMMY GROOVES AT 12" O.C. o 0 12 EXISTING ASPHALT PAVED PRIVATE ACCESS DRIVE Z 4 O 13 ASPHALT SAWCUT LINE, 2' MIN FROM PROPOSED LIP OF GUTTER OR AS INDICATED 0 P: w w o 14 NEW ASPHALT PAVING, SEE SOIL REPORT FOR PAVING SECTIONS IN PARKING AREAS AND IN DRIVE AISLES 15 CONCRETE CROSSWALK, SEE SHEET CP5.1 AND CP5.2 O 16 18" x 10' REFLECTORIZED THERMOPLASTIC CROSSWALK BAR (TYP 3) z 17 CURB OPENING, SEE "RAMP C, D, E, F AND CONCRETE CROSSWALK DETAIL ", SHEET CP5.2 18 ASPHALT PATCHBACK, 6" FULL DEPTH ASPHALT 19 6' WIDE DETACHED CONCRETE SIDEWALK ALONG UNIVERSITY BLVD. PER CITY L- r OF REXBURG STANDARDS tD C v OD 20 STORMWATER INFILTRATION CHAMBERS, TYPICAL 2 LOCATIONS O o- o d m .F.. o 6 ODD M 1 w � a) 3: OHO �► V c 0 r- Do _ 3 N W U OrjM _a ~ ° °° O � o c v v Fh L0 X ff �n N r0� V to 0 u-- 0 W W M M L O oQ m p U � it C7 (/) W m > C� Q W N8 °59'5 "W VE J 376.15' M 1 M ° 1 'c. a> z U t E N O v .. + v LOO ^O N C 6 \ RAMP F v x � O Qd'(nQ�t� .-6M / / O / / o / / / / SCHEDULE O W ° U1 SPILL CURB AND GUTTER, SEE SHEET CP5.1 Q N �2 CATCH CURB AND GUTTER, SEE SHEET CP5.1 3U MONOLITHIC CURB AND GUTTER, SEE SHEET CP5.1 z �4 GUTTER TRANSITION FROM SPILL TO CATCH CURB, AT GUTTER AT INLETS OR TO m � CONCRETE SLAB AREAS AT HANDICAP PARKING OR AT STORAGE /TRASH AREA ENTRANCE o �5 2' WIDE CONCRETE CHANNEL, SEE SHEET CP5.1 om a O6 2' WIDE CONCRETE PAN, SEE SHEET CP5.1 O7 4" THICK CONCRETE SLAB WITH #3 BARS AT 18" O.C. BOTH WAYS. PROVIDE SAWCUT i. JOINTS WITH JOINT SEALER AS INDICATED. PROVIDE 1/2" PREFORMED EXPANSION JOINT a o MATERIAL WITH A JOINT SEALER BETWEEN SLAB AND SIDEWALK, SEE SHEET CP5.1 a @8 6" THICK CONCRETE SLAB WITH #4 BARS AT 12" O.C. BOTH WAYS. CONTINUE REINFORCING FROM INSIDE TRASH ENCLOSURE. PROVIDE SAWCUT JOINTS WITH JOINT SEALER AS INDICATED, SEE SHEET CP5.1 O 9 4" THICK CONCRETE SIDEWALK REINFORCED WITH FIBERMESH PER REINFORCING NOTE ON SHEET CP5.1. PROVIDE TOOL JOINTS AT 5't O.C.. PROVIDE 1/2" PREFORMED JOINT MATERIAL w Q WITH A JOINT SEALER BETWEEN SIDEWALK AND BACK OF CURB, BUILDING, RAMPS OR OTHER AREAS WHEN APPROPRIATE o z 10 SIDEWALK RAMP (TYP 6). SEE SHEET CP5.1 AND CP5.2 z 11 DEPRESS SIDEWALK AT HANDICAP PARKING, 1:20 MAX SLOPE. PROVIDE 3/8" DEEP 5 a DUMMY GROOVES AT 12" O.C. o 0 12 EXISTING ASPHALT PAVED PRIVATE ACCESS DRIVE Z 4 O 13 ASPHALT SAWCUT LINE, 2' MIN FROM PROPOSED LIP OF GUTTER OR AS INDICATED 0 P: w w o 14 NEW ASPHALT PAVING, SEE SOIL REPORT FOR PAVING SECTIONS IN PARKING AREAS AND IN DRIVE AISLES 15 CONCRETE CROSSWALK, SEE SHEET CP5.1 AND CP5.2 O 16 18" x 10' REFLECTORIZED THERMOPLASTIC CROSSWALK BAR (TYP 3) z 17 CURB OPENING, SEE "RAMP C, D, E, F AND CONCRETE CROSSWALK DETAIL ", SHEET CP5.2 18 ASPHALT PATCHBACK, 6" FULL DEPTH ASPHALT 19 6' WIDE DETACHED CONCRETE SIDEWALK ALONG UNIVERSITY BLVD. PER CITY L- r OF REXBURG STANDARDS tD C v OD 20 STORMWATER INFILTRATION CHAMBERS, TYPICAL 2 LOCATIONS O o- o d m .F.. o 6 ODD M 1 w � a) 3: OHO �► V c 0 r- Do _ 3 N W U OrjM _a ~ ° °° O � o c v v Fh L0 X ff �n N r0� V to 0 u-- () o w � 0 W W M M L O oQ m p U � it C7 (/) W m > C� Q W ° a CO VE J M 1 M ° 1 'c. a> z U t E N O v .. + v LOO ^O N C 6 v x � O Qd'(nQ�t� () o w � 0 ¢ � W W M M L O oQ m p x W I 0 Of it C7 (/) W m > C� Q W vroject NO: A227 Sheet Scale: 1 " =20' Designed By: LLP Drawn By: CEF Date: AUGUST 2006 Disk File: A227 —CP 1.1 —Pave CAUTION - NOTICE TO CONTRACTOR PAVING PLAN 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE • METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. CP 1 I v L a- N O Go N O O r7 's i-- w I Li CL v I N N Q i w Cn 0 v r N N Q 0) x Q / 52.09 1 TC 51.59 FL ;n 8.6't 0 4.82't A TC 52.09 A TSW 51.78 1/2" PREFORMED EXPANSION JOINT MATERIAL WITH 6" JOINT SEALER TSW 0 52.2 TC 51.89 TSW VARIABLE HEIGHT CURB, TYPICAL BOTH SIDES PLAN SCALE: 1 " =5' RAMP A DETAILS TC 52.94 10' - FL 52.44 52.43 TSW r5 FL in B 1/2" PREFORMED ' EXPANSION JOINT MATERIAL WITH JOINT SEALER LOI VARIABLE HEIGHT CURB, TYPICAL BOTH SIDES 6" 52.91 F PLAN SCALE: 1"=5' i 1 i OF GUTTER 1/2" PREFORMED EXPANSION JOINT MATERIAL WHEN CURB ABUTS SIDEWALK OR OTHER PAVED SURFACE, FULL DEPTH OF ABUTTING OBJECT- 1' -6" - -- 1 1/2" 1 1/2"R io 1 1 /2 "R ' ° ° d 1 " FT o FL ` d a - a 'co 4 d a v CATCH CURB AND GUTTER W /1' PAN PRIVATE 1L ELASTOMERIC FILL 3/8" MIN. ROD 4�` p d v STRUCTURE, CURB OR FORM 3/4" EXPANSION JOINT MATERIAL ASPHALT PAV ­' BACKER IC. PAVING SPRAY CONCRETE W /TACK COAT 6" SLOPE AND DIRECTION VARIES _ SEE GRADING PLA co TOOLED EDGE EACH SIDE i BACKFILL 1/2" PREFORMED EXPANSION JOINT MATERIAL WHEN CURB ABUTS SIDEWALK OR OTHER PAVED SURFACE, FULL DEPTH OF ABUTTING OBJECT MONOLITHIC CURB AND GUTTER ASPHALT CONCRETE JOINT CONCRETE PAVING a. B d . - Q d d SAWCUT JOINT DETAIL NOT TO SCALE SECTION B NOT TO SCALE 5 ' CONCRETE PAVING 4 ifl 4 © 4" CONCRETE CROSSWALK DETAIL NOT TO SCALE PMT OF VAOTH OF PART OF RAMP P ER RAMP STREET INTERSECTION _ TYPE (4' rr" 1 7 6 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 2 20 • • • • • • • • • • • • • • • • • • • • IO , MIN �•••••••••••••••••••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • i • • SEE NOTE 2 4.0' MIN if RMOR 11 LE DETECTABLE WARNING PANEL OR APPROVED EC JAL FLOWLINE WARNING PANEL NOTES 1, THE DETECTABLE WARNING SHALL BE INSTALLED AT SIDEWALK /STREET TRANSITIONS. THEY SHALL BE ARMOR TILE WARNING PANELS OR AN APPROVED EQUAL WITH A TRUNCATED DOME SURFACE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTION AND ADA REQUIREMENTS. 2. ALL DETECTABLE WARNING AREAS SHALL START A MINIMUM OF 6 INCHES FROM THE FLOW LINE OF THE CURB AND NOT BE MORE THAN A MINIMUM OF 8 INCHES FROM ANY POINT ON THE FLOW LINE OF THE CURB. ALL DETECTABLE WARNING AREAS SHALL BE 24 INCHES IN LENGTH AND COVER THE COMPLETE WIDTH OF THE RAMP AREA ONLY. 3. RAMP SLOPES SHALL NOT BE STEEPER THAN 12.1. THE DETECTABLE WARNING AND WELL AREA SLOPES SHALL NOT BE STEEPER THAN 20:1. DETECTABLE WARNING PANEL DETAIL 2' -0" OR AS NOTED ON GRADING PLAN 6" 6" EQ. EQ. ° N N d o d"° d a ° d � ° CONCRETE CHANNEL DET NOT TO SCALE TOOL JOINT DETAIL NOT TO SCALE N °. d . ° r4. ° ° 4° ° ° 3" CLR ° ° '4 3 "CLR 6 x 6 - W1.4 x W1.4 WWF 2' CONCRETE PAN DETAIL NOT TO SCALE CONCRETE NOTES 1. CONTRACTOR SHALL FURNISH ALL MATERIAL UNLESS NOTED OTHERWISE. 2. CONCRETE FLATWORK TO BE 4000 PSI COMPRESSIVE STRENGTH W /REINFORCING FIBER MESH. 3. BAR REINFORCEMENT SHALL CONFORM TO ASTM A -615 GRADE 60 4. WIRE MESH REINFORCEMENT SHALL CONFORM TO ASTM -185 5. CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI -318, LATEST EDITION. 6. SUPPORT AND ANCHORAGE OF THE REINFORCEMENT IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL CONFORM TO ACI -318, LATEST EDITION. 7. AIR - ENTRAINED CONCRETE SHALL BE USED FOR STRUCTURES EXPOSED TO FREEZING AND THAWING, SURFACES REQUIRING GOOD WEARING CHARACTERISTICS AND ALL FLAT WORK. 8. ALL EXPOSED EDGES SHALL BE TOOLED. 9. PAVEMENT SECTIONS SHALL ADHERE TO RECOMMENDATIONS MADE IN THE SOILS REPORT. 10. CONCRETE SAWCUTS MUST BE MADE AS SOON AS CONCRETE SETS. IN NO CASE NO MORE THAN 24 HOURS OF PLACEMENT REINFORCING NOTE: FIBER REINFORCED CONCRETE SHALL CONFORM TO ASTM C -1116, "STANDARD SPECIFICATION FOR FIBER REINFORCED CONCRETE AND SHOTCRETE ". FIBERS SHALL BE 100% POLYPROPYLENE SYNTHETIC FIBER REINFORCEMENT. PRODUCT SPECIFICATION: FIBERMESH (MANUFACTURED BY FIBERMESH, CHATTANOOGA TENNESSEE). APPLY AT 1.5 POUNDS PER CU. YD. OF CONCRETE. SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER PRIOR TO USE. h O d Q . W m > W � O N Designed By: v - Y LLP IC. PAVING SPRAY CONCRETE W /TACK COAT 6" SLOPE AND DIRECTION VARIES _ SEE GRADING PLA co TOOLED EDGE EACH SIDE i BACKFILL 1/2" PREFORMED EXPANSION JOINT MATERIAL WHEN CURB ABUTS SIDEWALK OR OTHER PAVED SURFACE, FULL DEPTH OF ABUTTING OBJECT MONOLITHIC CURB AND GUTTER ASPHALT CONCRETE JOINT CONCRETE PAVING a. B d . - Q d d SAWCUT JOINT DETAIL NOT TO SCALE SECTION B NOT TO SCALE 5 ' CONCRETE PAVING 4 ifl 4 © 4" CONCRETE CROSSWALK DETAIL NOT TO SCALE PMT OF VAOTH OF PART OF RAMP P ER RAMP STREET INTERSECTION _ TYPE (4' rr" 1 7 6 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 2 20 • • • • • • • • • • • • • • • • • • • • IO , MIN �•••••••••••••••••••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • i • • SEE NOTE 2 4.0' MIN if RMOR 11 LE DETECTABLE WARNING PANEL OR APPROVED EC JAL FLOWLINE WARNING PANEL NOTES 1, THE DETECTABLE WARNING SHALL BE INSTALLED AT SIDEWALK /STREET TRANSITIONS. THEY SHALL BE ARMOR TILE WARNING PANELS OR AN APPROVED EQUAL WITH A TRUNCATED DOME SURFACE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTION AND ADA REQUIREMENTS. 2. ALL DETECTABLE WARNING AREAS SHALL START A MINIMUM OF 6 INCHES FROM THE FLOW LINE OF THE CURB AND NOT BE MORE THAN A MINIMUM OF 8 INCHES FROM ANY POINT ON THE FLOW LINE OF THE CURB. ALL DETECTABLE WARNING AREAS SHALL BE 24 INCHES IN LENGTH AND COVER THE COMPLETE WIDTH OF THE RAMP AREA ONLY. 3. RAMP SLOPES SHALL NOT BE STEEPER THAN 12.1. THE DETECTABLE WARNING AND WELL AREA SLOPES SHALL NOT BE STEEPER THAN 20:1. DETECTABLE WARNING PANEL DETAIL 2' -0" OR AS NOTED ON GRADING PLAN 6" 6" EQ. EQ. ° N N d o d"° d a ° d � ° CONCRETE CHANNEL DET NOT TO SCALE TOOL JOINT DETAIL NOT TO SCALE N °. d . ° r4. ° ° 4° ° ° 3" CLR ° ° '4 3 "CLR 6 x 6 - W1.4 x W1.4 WWF 2' CONCRETE PAN DETAIL NOT TO SCALE CONCRETE NOTES 1. CONTRACTOR SHALL FURNISH ALL MATERIAL UNLESS NOTED OTHERWISE. 2. CONCRETE FLATWORK TO BE 4000 PSI COMPRESSIVE STRENGTH W /REINFORCING FIBER MESH. 3. BAR REINFORCEMENT SHALL CONFORM TO ASTM A -615 GRADE 60 4. WIRE MESH REINFORCEMENT SHALL CONFORM TO ASTM -185 5. CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI -318, LATEST EDITION. 6. SUPPORT AND ANCHORAGE OF THE REINFORCEMENT IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL CONFORM TO ACI -318, LATEST EDITION. 7. AIR - ENTRAINED CONCRETE SHALL BE USED FOR STRUCTURES EXPOSED TO FREEZING AND THAWING, SURFACES REQUIRING GOOD WEARING CHARACTERISTICS AND ALL FLAT WORK. 8. ALL EXPOSED EDGES SHALL BE TOOLED. 9. PAVEMENT SECTIONS SHALL ADHERE TO RECOMMENDATIONS MADE IN THE SOILS REPORT. 10. CONCRETE SAWCUTS MUST BE MADE AS SOON AS CONCRETE SETS. IN NO CASE NO MORE THAN 24 HOURS OF PLACEMENT REINFORCING NOTE: FIBER REINFORCED CONCRETE SHALL CONFORM TO ASTM C -1116, "STANDARD SPECIFICATION FOR FIBER REINFORCED CONCRETE AND SHOTCRETE ". FIBERS SHALL BE 100% POLYPROPYLENE SYNTHETIC FIBER REINFORCEMENT. PRODUCT SPECIFICATION: FIBERMESH (MANUFACTURED BY FIBERMESH, CHATTANOOGA TENNESSEE). APPLY AT 1.5 POUNDS PER CU. YD. OF CONCRETE. SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER PRIOR TO USE. �c O C- ® C 00 0 �� 0 co 0 O } C o ai a00 C I .. Y000 D 0 rn 3 HW i_ CQ C ° 3°' 21 0 C '^ �t N M x V� O Lo0 F UT h O W� WM W oQ m p U T W m > W � O N Designed By: v - Y LLP � M CEF J C O 0) Disk File: -0 0 no `n 02 c z i 0 1 z J C 2 U O) J O a� O a Q 04 W N � Ova C90!' O x Q Of < It <C F- tom wm a n 0 0 N 0) N J \ Q .- O LL CL Z Q w � � z 0 z Z d v h U- 0 0 o � z o z o ro \ �_ t - 5 w O w �c O C- ® C 00 0 �� 0 co 0 O } C o ai a00 C I .. Y000 D 0 rn 3 HW i_ CQ C ° 3°' 21 0 C '^ �t N M x V� O Lo0 F UT Cn 0 w 0 W� WM W oQ m p U T W m > • W Designed By: v - Y LLP Drawn By: J 4 CEF J C O 0) Disk File: -0 0 no `n 02 c z i 0 1 J C 2 U O) J O a� O a Q 04 W N � Ova C90!' O x U O :-, 7 FD 6 Of < It <C F- tom Cn 0 w J O W� WM W oQ m p x W '.t JW W m > W Designed By: h rn Project No: A227 Sheet Scale: FULL Designed By: LLP Drawn By: CEF Date: AUG UST 2006 Disk File: A227- CP5.1 -DETS PAVING DETAILS CP5* 1 NOTE: SEE GRADING PLAN FOR ADDITIONAL SPOT ELEVATIONS VARIES VARIES 51.6 FL TOP OF SIDEWALK 1 -IF-r_- MqX 2'R 51.65 FL io M FL &TSW v DETECTABLE WARNING PANEL, SEE DETAIL, THIS SHEET 51.75 W 51.8 FL SECTION A NOT TO SCALE V - 6" _ 1/2" PREFORMED EXPANSION JOINT MATERIAL WHEN CURB 4" 1 11 1 1/2" V -0" ABUTS SIDEWALK OR OTHER PAVED SURFACE, FULL DEPTH OF ABUTTING OBJECT --\ 1 1/2 "R d 4 io 1 1/2 v" d 1 /- 2 OF GUTTER ° FL v 4 _ d v d �] d °® SPILL CURB AND GUTTER W /1' PAN PRIVATE JOINT SID CONC. PAVING ISOLATION JOINT NOTE: SEE GRADING PLAN FOR ADDITIONAL SPOT ELEVATIONS n 52.28 FL &TSW /- DETECTABLE WARNING TOP OF PANEL, SEE DETAIL, 6 THIS SHEET 6" 52.35 FL CONC. PAVING ASPHALT PAVING AND BASE COURSE, ".iLL GLU I LUHNICAL REPORT FOR SUBGRADE REQUIREMENTS ASP HALT PAVING SECTION 0 w o N � M 9 z m U 1 -1/2" SECTION A —A 1/4 LIP ® FLOWLINE 8' 5' 8' LANDING 1:1 -- -? - MAX...,. 1:12 MAX DETECTABLE WARNING LAYOUT SECTION B —B ISOMETRIC VIEW RAMP F DETAILS NOT TO SCALE I•LUWLINt UN b0ltl NUtJ FL =53.05 334 v Q 0 0 r 0 0 N (A CV NOTE: ALL ELEVATIONS SHOWN ARE FLOWLINE OR TOP OF ASPHALT PAVING UNLESS NOTED AS TOP OF SIDEWALK (TSW) ASPHALT SAWCUT LINE 2' FROM LIP OF GUTTER OR CROSSWALK. PROVIDE 6" FULL DEPTH ASPHALT PAVEMENT EXISTING GRADE. TYPICAL x C) N Q Q 18" x 10' REFLECTORIZED THERMOPLASTIC CROSSWALK BAR (TYP 3) RAMP C. D, E, F AND CONCRETE CROSSWALK DETAILS NOT TO SCALE ENERAL NOTES AVOID PLACING DRAINAGE STRUCTURES, TRAFFIC SIGNAL EQUIPMENT, JUNCTION BOXES OR OTHER OBSTRUCTIONS IN FRONT OF RAMP ACCESS AREAS. RAMP SLOPES SHALL NOT BE STEEPER THAN 2% THE TRANSITIONS SHALL HAVE A MAXIMUM SLOPE OF 1:12. 3. DETECTABLE WARNINGS SHALL BE ARMOR -TILE TACTILE SYSTEMS, CAST -IN -PLACE SYSTEMS, BRICK RED OR APPROVED EQUAL. INSTALLATION SHALL BE DONE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. wm J 43 > 0 1... Z a W Q O z O Z �z U a O ° z , , Z O �o o uj o o z o 0 p co C H O�M W e cl o 00 t) � I O a 3 N w h 0 O 4 C O C v O o Lo x 0 o0E- L° w WD O Wm U _ ® T p Qnn � 3 V �"t J M o n e N z c) I . O I N U.- J er) J J p 0) 0'j r. 0O —� N N C 0 0 of V ) LL_ I•LUWLINt UN b0ltl NUtJ FL =53.05 334 v Q 0 0 r 0 0 N (A CV NOTE: ALL ELEVATIONS SHOWN ARE FLOWLINE OR TOP OF ASPHALT PAVING UNLESS NOTED AS TOP OF SIDEWALK (TSW) ASPHALT SAWCUT LINE 2' FROM LIP OF GUTTER OR CROSSWALK. PROVIDE 6" FULL DEPTH ASPHALT PAVEMENT EXISTING GRADE. TYPICAL x C) N Q Q 18" x 10' REFLECTORIZED THERMOPLASTIC CROSSWALK BAR (TYP 3) RAMP C. D, E, F AND CONCRETE CROSSWALK DETAILS NOT TO SCALE ENERAL NOTES AVOID PLACING DRAINAGE STRUCTURES, TRAFFIC SIGNAL EQUIPMENT, JUNCTION BOXES OR OTHER OBSTRUCTIONS IN FRONT OF RAMP ACCESS AREAS. RAMP SLOPES SHALL NOT BE STEEPER THAN 2% THE TRANSITIONS SHALL HAVE A MAXIMUM SLOPE OF 1:12. 3. DETECTABLE WARNINGS SHALL BE ARMOR -TILE TACTILE SYSTEMS, CAST -IN -PLACE SYSTEMS, BRICK RED OR APPROVED EQUAL. INSTALLATION SHALL BE DONE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. wm J 43 > 0 1... Z a W Q O z O Z �z U a O ° z , , Z O �o o uj o o z o 0 p co C H O�M W e cl o 00 t) � I O a 3 N w h 0 O 4 C O C v O o Lo x 0 o0E- L° w WD 0 0 Wm oQ m W X LJ ry Q. t-_ (/) m j m CL W h A2 27 Sheet Scale: _ FU LL Designed By: LLP Drawn By: CEF Date: AUGUST 2006 Disk File: PAVING DETAILS CP5*2 EXISTING -� SIDEWALK TO REMAIN PROVIDE 1/2" PREFORMED EXPANSION JOINT MATERIAL, TYPICAL BOTH SIDES OF RAMP RAMP F DETAILS, THIS SHEET " VARIABLE HEIGHT CURB Ivv vv w n�.�vinc.v 5' r TYPICAL L.'" F' -.C" \IIAI a� �I 0 C) s N co r O O �i N 's J i J N N w Ln Cn U N N Q a' _n Q I N 0 10 20 SCALE: 1"=20' University Blvd. PLANTING LEGEND SYMBOL BOTANIC NAME COMMON NAME SIZE SPACING QUANTITY REMARK /DETAILS TREES FGA Fraxinus nigra 'Fall Gold' Fall Gold Ash 2" caliper Per plan 3 B &B BHS Picea glauca 'Densata' Black Hills Spruce 6' high Per plan 3 B &B EOA Quercus macrocarpa Burr Oak 2" caliper Per pion 2 B &B Total 8 SHRUBS TIVE GRASS SOD - -- - -- - — = -- 16 "W---=------------- - - - - -- -.— --- - - - - -- /- x X - X X X X X - - - -- — 30 "CMP - - - - -- - X X X X X - X - - -10 w -- -STEEL EDGING X X- 39 ° 58'27 "34E -- — — — — - SS - BLC Aronia melanocarpa 'Iroquois Beauty' Dwarf Black Chokeberry 5 gallon Per plan 61 w � ARM Juniperus chinensis 'Armstrong' Armstrong Juniper 5 gallon Per plan 55 W AND Juniperus horizontalis 'Youngstown' Youngstown Juniper 5 gallon Per plan 76 BRO Juniperus sabina ' Broadmoor' Broadmoor Juniper 5 gallon Per plan 31 a) z PBS Prunus besseyi 'Pawnee Buttes' Pawnee Buttes Sand Cherry 5 gallon Per plan 25 FRA Rhus oromatica Fragrant Sumac 5 gallon Per plan 6 VMO Viburnum carlesii Koreanspice Viburnum 5 gallon Per plan 12 c Total 266 PERENNIALS AND ORNAMENTAL GRASSES VAR Centranthus ruber Red Valerian 1 gallon Per plan 34 w � COZ Coreopsis verticillata 'Zagreb' Zagreb Tickseed 1 gallon Per plan 20 W NATIVE SOD Buchloe doctyloides 'Legacy' Legacy Buffalograss Sod - - - 1,519 sf PLANTING NOTES Private Access Drive ° IRRIGATION CONCEPT AN AUTOMATIC IRRIGATION SYSTEM SHALL BE INSTALLED AND OPERATIONAL BY THE TIME OF FINAL INSPECTION. THE IRRIGATION SYSTEM WILL OPERATE ON POTABLE WATER, AND THE SYSTEM WILL HAVE APPROPRIATE BACKFLOW PREVENTION DEVICES INSTALLED TO PREVENT CONTAMINATION OF THE POTABLE SOURCE. THE ENTIRE IRRIGATION SYSTEM SHALL BE INSTALLED BY A QUALIFIED IRRIGATION SYSTEM CONTRACTOR. ALL PLANTS SHARING SIMILAR HYDROZONE CHARACTERISTICS SHALL BE IRRIGATED WITH SIMILAR EQUIPMENT (I.E., ROTOR, SPRAY, DRIP) AND PLACED ON A VALVE DEDICATED TO PROVIDE THE NECESSARY WATER REQUIREMENTS SPECIFIC TO THAT HYDROZONE. THE IRRIGATION SYSTEM SHALL BE DESIGNED AND INSTALLED, TO THE MAXIMUM EXTENT POSSIBLE, TO CONSERVE WATER BY USING THE FOLLOWING DEVICES AND SYSTEMS: MATCHED PRECIPITATION RATE TECHNOLOGY ON ROTOR AND SPRAY HEADS (WHEREVER POSSIBLE), RAIN SENSORS, AND MULTI - PROGRAM COMPUTERIZED IRRIGATION CONTROLLERS FEATURING SENSORY INPUT CAPABILITIES. LOW AND MODERATE WATER USE AREAS WILL BE DRIP IRRIGATED. HIGH WATER USE AREAS, SUCH AS TURF, SHALL BE IRRIGATED WITH SPRAY OR ROTOR HEADS AT 100% HEAD -TO -HEAD COVERAGE. MULCHES AFTER ALL PLANTING IS COMPLETE, CONTRACTOR SHALL INSTALL 3" THICK LAYER OF 1"-3" ROCK MULCH IN ALL PLANTING AREAS, TYPE AS APPROVED BY LANDSCAPE ARCHITECT AND OWNER. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL MULCHES TO LANDCAPE ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION. ABSOLUTELY NO EXPOSED GROUND SHALL BE LEFT SHOWING ANYWHERE ON THE PROJECT AFTER MULCH HAS BEEN INSTALLED. ROOT BARRIERS THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL NEWLY - PLANTED TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. ROOT BARRIERS SHALL BE EQUIVALENT TO "CENTURY" OR "DEEP -ROOT" 24" DEEP PANELS. BARRIERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO HARDSCAPE. INSTALL PANELS PER MANUFACTURER'S RECOMMENDATIONS. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL. 1. PLANT QUANTITIES SHOWN ON LEGENDS ARE FOR GENERAL INFORMATION. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN GRAPHIC AND THE LANDSCAPE LEGEND, THE PLANT MATERIAL QUANTITY AS DETERMINED BY THE PLAN GRAPHIC SHALL TAKE PRECEDENCE. 2. ALL WORK SHALL CONFORM TO APPLICABLE LOCAL CODES. 3. THE CONTRACTOR SHALL MAKE HIMSELF AWARE OF THE LOCATIONS OF EXISTING AND PROPOSED UTILITIES, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE UTILITIES AND /OR ANY INJURY TO ANY PERSON. 4. THE CONTRACTOR SHALL TAKE EXTREME CARE NOT TO DAMAGE ANY EXISTING PLANTS INDICATED AS "TO REMAIN ". ANY SUCH PLANTS DAMAGED BY THE CONTRACTOR SHALL BE REPLACED WITH THE SAME SPECIES, SIZE, AND QUANTITY AT THE CONTRACTOR'S OWN EXPENSE, AND AS ACCEPTABLE TO THE OWNER. REFER TO THE TREE PROTECTION NOTES ON THE PLANS (AS APPLICABLE). 5. AFTER FINISH GRADES HAVE BEEN ESTABLISHED, CONTRACTOR SHALL HAVE SOIL SAMPLES TESTED BY AN ESTABLISHED SOIL TESTING LABORATORY FOR THE FOLLOWING: SOIL FERTILITY, ORGANIC MATTER CONTENT, AGRICULTURAL SUITABILITY, AND LIME, SALT, AND BORON CONTENT. EACH SAMPLE SUBMITTED SHALL CONTAIN NO LESS THAN ONE QUART OF SOIL. CONTRACTOR SHALL ALSO SUBMIT THE PROJECT'S PLANT LIST TO THE LABORATORY ALONG WITH THE SOIL SAMPLES. THE SOIL REPORT PRODUCED BY THE LABORATORY SHALL CONTAIN RECOMMENDATIONS FOR THE FOLLOWING (AS APPROPRIATE): GENERAL SOIL PREPARATION AND BACKFILL MIXES, PRE -PLANT FERTILIZER APPLICATIONS, AND ANY OTHER SOIL RELATED ISSUES. THE REPORT SHALL ALSO PROVIDE A FERTILIZER PROGRAM FOR THE ESTABLISHMENT PERIOD AND FOR LONG -TERM MAINTENANCE. 6. THE CONTRACTOR SHALL INSTALL SOIL AMENDMENTS AND FERTILIZERS PER THE SOILS REPORT RECOMMENDATIONS, AND AFTER RECEIVING A CHANGE ORDER FROM THE OWNER. ANY CHANGE IN COST DUE TO THE SOIL REPORT RECOMMENDATIONS SHALL BE SUBMITTED TO THE OWNER WITH THE REPORT. REFER TO SPECIFICATIONS FOR SOIL PREPARATION METHODS. 7. FOR BIDDING PURPOSES ONLY, THE SOIL PREPARATION SHALL CONSIST OF THE FOLLOWING: NATIVE SOD (INCORPORATED INTO THE TOP 6" OF SOIL BY MEANS OF ROTOTILLING AFTER CROSS- RIPPING, AND NOT INCLUDING SLOPES OR SHRUB - PLANTED BEDS): NITROGEN STABILIZED ORGANIC AMENDMENT - 3 CU. YDS. PER 1,000 S.F. AMMONIUM PHOSPHATE 16 -20 -0 - 15 LBS PER 1,000 S.F. AGRICULTURAL GYPSUM - 100 LBS PER 1,000 S.F. TREES, SHRUBS. AND PERENNIALS - BACKFILL ONLY: 6 PARTS BY VOLUME ON -SITE SOIL 2 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT 10 LBS. 12 -12 -12 FERTILIZER PER CU.YD. 10 LBS. AGRICULTURAL GYPSUM PER CU.YD. 2 LBS. IRON SULPHATE PER CU.YD. 8. ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. 9. ALL PLANTS WITHIN A SPECIES SHALL HAVE SIMILAR SIZE, AND SHALL BE OF A FORM TYPICAL FOR THE SPECIES. ANY PLANT DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTBLE PLANT OF LIKE TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. ANY PLANTS APPEARING TO BE UNHEALTHY, EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED. THE LANDSCAPE ARCHITECT SHALL BE THE SOLE JUDGE AS TO THE ACCEPTABILITY OF PLANT MATERIAL. 10. ALL TREES SHALL BE STANDARD IN FORM, UNLESS OTHER WISE SPECIFIED. TREES WITH CENTRAL LEADERS WILL NOT BE ACCEPTED IF LEADER IS DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIGS AFTER PLANTING. 11. SOD SHALL BE LAID ON A FIRM BED WITH TIGHT JOINTS AND NO VOIDS BETWEEN STRIPS. 12. STEEL EDGING SHALL BE RYERSON STEEL EDGER, 1/8" x 4" x 10', OR EQUAL. 13. ALL PLANTING AREAS WITH LESS THAN A 4:1 GRADIENT SHALL RECEIVE A LAYER OF MULCH, TYPE AND DEPTH PER PLANS. SUBMIT 1 CUBIC FOOT SAMPLE OF MULCH (ONE SAMPLE PER TYPE) TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. THE MULCH SHALL BE SPREAD EVENLY THROUGHOUT ALL PLANTING AREAS EXCEPT SLOPES 4:1 OR STEEPER, OR AS OTHERWISE DENOTED ON THE PLAN. ABSOLUTELY NO EXPOSED GROUND SHALL REMAIN IN AREAS TO RECEIVE MULCH AFTER MULCH HAS BEEN INSTALLED. 14. ALL PLANTING AREAS ON SLOPES OVER 4:1 SHALL RECEIVE COCONUT FIBER EROSION CONTROL NETTING FROM ROLLS. NETTING SHALL BE #CT -125, AS MANUFACTURED BY NORTH AMERICAN GREEN (OR EQUAL). INSTALL AND STAKE PER MANUFACTURER'S SPECIFICATIONS. 15. THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL NEWLY - PLANTED TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. ROOT BARRIERS SHALL BE EQUIVALENT TO "CENTURY" OR "DEEP -ROOT" 24" DEEP PANELS. BARRIERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO HARDSCAPE AND AS PER THE ROOT BARRIER DETAIL ON THESE PLANS. INSTALL PANELS PER MANUFACTURER'S RECOMMENDATIONS. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL 16. THE CONTRACTOR SHALL MAINTAIN THE PROJECT IN A HEALTHY AND WEED -FREE CONDITION FOR A PERIOD OF NINETY (90) DAYS. 17. THE CONTRACTOR SHALL GUARANTEE ALL TREES, SHRUBS, PERENNIALS, SOD, AND SEEDED AREAS FOR A PERIOD OF ONE YEAR. THE CONTRACTOR SHALL REPLACE, AT HIS OWN EXPENSE, ANY PLANTS WHICH DIE IN THAT TIME. AFTER THE FIRST 90 DAYS MAINTENANCE PERIOD, THE CONTRACTOR SHALL ONLY BE RESPONSIBLE FOR REPLACEMENT OF PLANTS WHEN PLANT DEATH CANNOT BE ATTRIBUTED DIRECTLY TO OVERWATERING OR OTHER DAMAGE BY HUMAN ACTIONS. EVERGREEN DECIDUOUS (1 TREE CANOPY. TREE TREE NYLON TREE STRAPS AT ENDS OF WIRES - SECURE TO STAKE OR DEADMAN WITH NAILS. 12 GAUGE GALVANIZED WIRE. SECURE TO �� O1 TRUNK JUST ABOVE LOWEST MAJOR BRANCHES. 3X ROOTBALL DIA. STAKING EXAMPLES (PLAN VIEW) I f PREVAILING PREVAILING WINDS WINDS A TREE PLANTING O 24" X 3/4" P.V.C. MARKERS OVER WIRES. O PRESSURE - TREATED WOOD STAKE, 2" DIA. EXTEND STAKES 12" MIN. INTO UNDISTURBED SOIL. 2, 06 PRESSURE - TREATED WOOD DEADMAN, TWO PER TREE (MIN.). BURY OUTSIDE OF PLANTING PIT D5 AND 18" MIN. INTO UNDISTURBED SOIL. �7 TRUNK FLARE. O8 MULCH, TYPE AND DEPTH PER PLANS. DO 83 NOT PLACE MULCH WITHIN 6" OF TRUNK. 9 FINISH GRADE. 9 10 ROOT BALL. 8 10 11 BACKFILL AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS. 11 12 12 UNDISTURBED NATIVE SOIL. 13 4" HIGH EARTHEN WATERING BASIN. NOTES: 1. SCARIFY SIDES OF PLANTING PIT PRIOR TO SETTING TREE. 2. REMOVE EXCESS SOIL APPLIED ON TOP OF THE ROOTBALL THAT COVERS THE ROOT FLARE. THE PLANTING HOLE DEPTH SHALL BE SUCH THAT THE ROOTBALL RESTS ON UNDISTURBED SOIL, AND THE ROOT FLARE IS 3 " -5" ABOVE FINISH GRADE. 3. CUT OFF BOTTOM 1/3 OF WIRE BASKET BEFORE PLACING TREE IN HOLE, CUT OFF AND REMOVE REMAINDER OF BASKET AFTER TREE IS SET IN HOLE, REMOVE ALL NYLON TIES, TWINE, ROPE, AND OTHER PACKING MATERIAL. REMOVE AS MUCH BURLAP FROM AROUND ROOTBALL AS IS PRACTICAL. 4. TREE WRAP IS NOT TO BE USED ON ANY NEW PLANTINGS, EXCEPT IN LATE FALL PLANTING SITUATIONS, AND ONLY THEN AFTER CONSULTATION WITH THE LANDSCAPE ARCHITECT. WHEN WRAPPING TREE, WRAP FROM TRUNK FLARE TO LOWEST MAJOR BRANCH. 5. REMOVE ALL NURSERY STAKES AFTER PLANTING. 6. FOR TREES OVER 3" CALIPER, USE THREE STAKES OR DEADMEN (AS APPROPRIATE), SPACED EVENLY AROUND TREE. SCALE: NOT TO SCALE B PLANTING DETAIL SCALE: NOT TO SCALE �1 SHRUB, PERENNIAL, OR ORNAMENTAL GRASS �2 MULCH, TYPE AND DEPTH PER PLANS. DO NOT PLACE MULCH WITHIN 6" OF PLANT CENTER. �3 FINISH GRADE. O ROOT BALL. �5 BACKFILL. AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS. J UNDISTURBED NATIVE SOIL. O7 3" HIGH EARTHEN WATERING BASIN. 0 O W ® w � N T / T z w to N8 °59 ' 5 W Date: ( 376.15' C��a ---- 6 "W - -- ---- ���� - -- - - - - -- - --6"W — n /�' \ \\ IRRIGATION CONCEPT AN AUTOMATIC IRRIGATION SYSTEM SHALL BE INSTALLED AND OPERATIONAL BY THE TIME OF FINAL INSPECTION. THE IRRIGATION SYSTEM WILL OPERATE ON POTABLE WATER, AND THE SYSTEM WILL HAVE APPROPRIATE BACKFLOW PREVENTION DEVICES INSTALLED TO PREVENT CONTAMINATION OF THE POTABLE SOURCE. THE ENTIRE IRRIGATION SYSTEM SHALL BE INSTALLED BY A QUALIFIED IRRIGATION SYSTEM CONTRACTOR. ALL PLANTS SHARING SIMILAR HYDROZONE CHARACTERISTICS SHALL BE IRRIGATED WITH SIMILAR EQUIPMENT (I.E., ROTOR, SPRAY, DRIP) AND PLACED ON A VALVE DEDICATED TO PROVIDE THE NECESSARY WATER REQUIREMENTS SPECIFIC TO THAT HYDROZONE. THE IRRIGATION SYSTEM SHALL BE DESIGNED AND INSTALLED, TO THE MAXIMUM EXTENT POSSIBLE, TO CONSERVE WATER BY USING THE FOLLOWING DEVICES AND SYSTEMS: MATCHED PRECIPITATION RATE TECHNOLOGY ON ROTOR AND SPRAY HEADS (WHEREVER POSSIBLE), RAIN SENSORS, AND MULTI - PROGRAM COMPUTERIZED IRRIGATION CONTROLLERS FEATURING SENSORY INPUT CAPABILITIES. LOW AND MODERATE WATER USE AREAS WILL BE DRIP IRRIGATED. HIGH WATER USE AREAS, SUCH AS TURF, SHALL BE IRRIGATED WITH SPRAY OR ROTOR HEADS AT 100% HEAD -TO -HEAD COVERAGE. MULCHES AFTER ALL PLANTING IS COMPLETE, CONTRACTOR SHALL INSTALL 3" THICK LAYER OF 1"-3" ROCK MULCH IN ALL PLANTING AREAS, TYPE AS APPROVED BY LANDSCAPE ARCHITECT AND OWNER. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL MULCHES TO LANDCAPE ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION. ABSOLUTELY NO EXPOSED GROUND SHALL BE LEFT SHOWING ANYWHERE ON THE PROJECT AFTER MULCH HAS BEEN INSTALLED. ROOT BARRIERS THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL NEWLY - PLANTED TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. ROOT BARRIERS SHALL BE EQUIVALENT TO "CENTURY" OR "DEEP -ROOT" 24" DEEP PANELS. BARRIERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO HARDSCAPE. INSTALL PANELS PER MANUFACTURER'S RECOMMENDATIONS. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL. 1. PLANT QUANTITIES SHOWN ON LEGENDS ARE FOR GENERAL INFORMATION. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN GRAPHIC AND THE LANDSCAPE LEGEND, THE PLANT MATERIAL QUANTITY AS DETERMINED BY THE PLAN GRAPHIC SHALL TAKE PRECEDENCE. 2. ALL WORK SHALL CONFORM TO APPLICABLE LOCAL CODES. 3. THE CONTRACTOR SHALL MAKE HIMSELF AWARE OF THE LOCATIONS OF EXISTING AND PROPOSED UTILITIES, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE UTILITIES AND /OR ANY INJURY TO ANY PERSON. 4. THE CONTRACTOR SHALL TAKE EXTREME CARE NOT TO DAMAGE ANY EXISTING PLANTS INDICATED AS "TO REMAIN ". ANY SUCH PLANTS DAMAGED BY THE CONTRACTOR SHALL BE REPLACED WITH THE SAME SPECIES, SIZE, AND QUANTITY AT THE CONTRACTOR'S OWN EXPENSE, AND AS ACCEPTABLE TO THE OWNER. REFER TO THE TREE PROTECTION NOTES ON THE PLANS (AS APPLICABLE). 5. AFTER FINISH GRADES HAVE BEEN ESTABLISHED, CONTRACTOR SHALL HAVE SOIL SAMPLES TESTED BY AN ESTABLISHED SOIL TESTING LABORATORY FOR THE FOLLOWING: SOIL FERTILITY, ORGANIC MATTER CONTENT, AGRICULTURAL SUITABILITY, AND LIME, SALT, AND BORON CONTENT. EACH SAMPLE SUBMITTED SHALL CONTAIN NO LESS THAN ONE QUART OF SOIL. CONTRACTOR SHALL ALSO SUBMIT THE PROJECT'S PLANT LIST TO THE LABORATORY ALONG WITH THE SOIL SAMPLES. THE SOIL REPORT PRODUCED BY THE LABORATORY SHALL CONTAIN RECOMMENDATIONS FOR THE FOLLOWING (AS APPROPRIATE): GENERAL SOIL PREPARATION AND BACKFILL MIXES, PRE -PLANT FERTILIZER APPLICATIONS, AND ANY OTHER SOIL RELATED ISSUES. THE REPORT SHALL ALSO PROVIDE A FERTILIZER PROGRAM FOR THE ESTABLISHMENT PERIOD AND FOR LONG -TERM MAINTENANCE. 6. THE CONTRACTOR SHALL INSTALL SOIL AMENDMENTS AND FERTILIZERS PER THE SOILS REPORT RECOMMENDATIONS, AND AFTER RECEIVING A CHANGE ORDER FROM THE OWNER. ANY CHANGE IN COST DUE TO THE SOIL REPORT RECOMMENDATIONS SHALL BE SUBMITTED TO THE OWNER WITH THE REPORT. REFER TO SPECIFICATIONS FOR SOIL PREPARATION METHODS. 7. FOR BIDDING PURPOSES ONLY, THE SOIL PREPARATION SHALL CONSIST OF THE FOLLOWING: NATIVE SOD (INCORPORATED INTO THE TOP 6" OF SOIL BY MEANS OF ROTOTILLING AFTER CROSS- RIPPING, AND NOT INCLUDING SLOPES OR SHRUB - PLANTED BEDS): NITROGEN STABILIZED ORGANIC AMENDMENT - 3 CU. YDS. PER 1,000 S.F. AMMONIUM PHOSPHATE 16 -20 -0 - 15 LBS PER 1,000 S.F. AGRICULTURAL GYPSUM - 100 LBS PER 1,000 S.F. TREES, SHRUBS. AND PERENNIALS - BACKFILL ONLY: 6 PARTS BY VOLUME ON -SITE SOIL 2 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT 10 LBS. 12 -12 -12 FERTILIZER PER CU.YD. 10 LBS. AGRICULTURAL GYPSUM PER CU.YD. 2 LBS. IRON SULPHATE PER CU.YD. 8. ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. 9. ALL PLANTS WITHIN A SPECIES SHALL HAVE SIMILAR SIZE, AND SHALL BE OF A FORM TYPICAL FOR THE SPECIES. ANY PLANT DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTBLE PLANT OF LIKE TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. ANY PLANTS APPEARING TO BE UNHEALTHY, EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED. THE LANDSCAPE ARCHITECT SHALL BE THE SOLE JUDGE AS TO THE ACCEPTABILITY OF PLANT MATERIAL. 10. ALL TREES SHALL BE STANDARD IN FORM, UNLESS OTHER WISE SPECIFIED. TREES WITH CENTRAL LEADERS WILL NOT BE ACCEPTED IF LEADER IS DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIGS AFTER PLANTING. 11. SOD SHALL BE LAID ON A FIRM BED WITH TIGHT JOINTS AND NO VOIDS BETWEEN STRIPS. 12. STEEL EDGING SHALL BE RYERSON STEEL EDGER, 1/8" x 4" x 10', OR EQUAL. 13. ALL PLANTING AREAS WITH LESS THAN A 4:1 GRADIENT SHALL RECEIVE A LAYER OF MULCH, TYPE AND DEPTH PER PLANS. SUBMIT 1 CUBIC FOOT SAMPLE OF MULCH (ONE SAMPLE PER TYPE) TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. THE MULCH SHALL BE SPREAD EVENLY THROUGHOUT ALL PLANTING AREAS EXCEPT SLOPES 4:1 OR STEEPER, OR AS OTHERWISE DENOTED ON THE PLAN. ABSOLUTELY NO EXPOSED GROUND SHALL REMAIN IN AREAS TO RECEIVE MULCH AFTER MULCH HAS BEEN INSTALLED. 14. ALL PLANTING AREAS ON SLOPES OVER 4:1 SHALL RECEIVE COCONUT FIBER EROSION CONTROL NETTING FROM ROLLS. NETTING SHALL BE #CT -125, AS MANUFACTURED BY NORTH AMERICAN GREEN (OR EQUAL). INSTALL AND STAKE PER MANUFACTURER'S SPECIFICATIONS. 15. THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL NEWLY - PLANTED TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. ROOT BARRIERS SHALL BE EQUIVALENT TO "CENTURY" OR "DEEP -ROOT" 24" DEEP PANELS. BARRIERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO HARDSCAPE AND AS PER THE ROOT BARRIER DETAIL ON THESE PLANS. INSTALL PANELS PER MANUFACTURER'S RECOMMENDATIONS. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL 16. THE CONTRACTOR SHALL MAINTAIN THE PROJECT IN A HEALTHY AND WEED -FREE CONDITION FOR A PERIOD OF NINETY (90) DAYS. 17. THE CONTRACTOR SHALL GUARANTEE ALL TREES, SHRUBS, PERENNIALS, SOD, AND SEEDED AREAS FOR A PERIOD OF ONE YEAR. THE CONTRACTOR SHALL REPLACE, AT HIS OWN EXPENSE, ANY PLANTS WHICH DIE IN THAT TIME. AFTER THE FIRST 90 DAYS MAINTENANCE PERIOD, THE CONTRACTOR SHALL ONLY BE RESPONSIBLE FOR REPLACEMENT OF PLANTS WHEN PLANT DEATH CANNOT BE ATTRIBUTED DIRECTLY TO OVERWATERING OR OTHER DAMAGE BY HUMAN ACTIONS. EVERGREEN DECIDUOUS (1 TREE CANOPY. TREE TREE NYLON TREE STRAPS AT ENDS OF WIRES - SECURE TO STAKE OR DEADMAN WITH NAILS. 12 GAUGE GALVANIZED WIRE. SECURE TO �� O1 TRUNK JUST ABOVE LOWEST MAJOR BRANCHES. 3X ROOTBALL DIA. STAKING EXAMPLES (PLAN VIEW) I f PREVAILING PREVAILING WINDS WINDS A TREE PLANTING O 24" X 3/4" P.V.C. MARKERS OVER WIRES. O PRESSURE - TREATED WOOD STAKE, 2" DIA. EXTEND STAKES 12" MIN. INTO UNDISTURBED SOIL. 2, 06 PRESSURE - TREATED WOOD DEADMAN, TWO PER TREE (MIN.). BURY OUTSIDE OF PLANTING PIT D5 AND 18" MIN. INTO UNDISTURBED SOIL. �7 TRUNK FLARE. O8 MULCH, TYPE AND DEPTH PER PLANS. DO 83 NOT PLACE MULCH WITHIN 6" OF TRUNK. 9 FINISH GRADE. 9 10 ROOT BALL. 8 10 11 BACKFILL AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS. 11 12 12 UNDISTURBED NATIVE SOIL. 13 4" HIGH EARTHEN WATERING BASIN. NOTES: 1. SCARIFY SIDES OF PLANTING PIT PRIOR TO SETTING TREE. 2. REMOVE EXCESS SOIL APPLIED ON TOP OF THE ROOTBALL THAT COVERS THE ROOT FLARE. THE PLANTING HOLE DEPTH SHALL BE SUCH THAT THE ROOTBALL RESTS ON UNDISTURBED SOIL, AND THE ROOT FLARE IS 3 " -5" ABOVE FINISH GRADE. 3. CUT OFF BOTTOM 1/3 OF WIRE BASKET BEFORE PLACING TREE IN HOLE, CUT OFF AND REMOVE REMAINDER OF BASKET AFTER TREE IS SET IN HOLE, REMOVE ALL NYLON TIES, TWINE, ROPE, AND OTHER PACKING MATERIAL. REMOVE AS MUCH BURLAP FROM AROUND ROOTBALL AS IS PRACTICAL. 4. TREE WRAP IS NOT TO BE USED ON ANY NEW PLANTINGS, EXCEPT IN LATE FALL PLANTING SITUATIONS, AND ONLY THEN AFTER CONSULTATION WITH THE LANDSCAPE ARCHITECT. WHEN WRAPPING TREE, WRAP FROM TRUNK FLARE TO LOWEST MAJOR BRANCH. 5. REMOVE ALL NURSERY STAKES AFTER PLANTING. 6. FOR TREES OVER 3" CALIPER, USE THREE STAKES OR DEADMEN (AS APPROPRIATE), SPACED EVENLY AROUND TREE. SCALE: NOT TO SCALE B PLANTING DETAIL SCALE: NOT TO SCALE �1 SHRUB, PERENNIAL, OR ORNAMENTAL GRASS �2 MULCH, TYPE AND DEPTH PER PLANS. DO NOT PLACE MULCH WITHIN 6" OF PLANT CENTER. �3 FINISH GRADE. O ROOT BALL. �5 BACKFILL. AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS. J UNDISTURBED NATIVE SOIL. O7 3" HIGH EARTHEN WATERING BASIN. o_ F m J 0) N J �3 in Q� Z 0 _ w a M Q o z U z z v a r- u_ ° o N z \ z O Q o W O 10 01 O E c a 00 a O N °�') -� O) o ai 001,) I w Q 1 0 10 � V C 0 5 0 O 6, 3 W W U Otj O � 0 0 C ° _. ° 3r M . . 2 O c� d P0 �_ x C� D 0 t to 0 O W ® U T o w � N m LL (_ D Q z w to ° M Date: -J 00 A227_L1.1 -Land 0., (� 6 M 8) t[7 I o a) z 0° �m J_ M r to 0') O v_ 0)(N N N ° � � o_ F m J 0) N J �3 in Q� Z 0 _ w a M Q o z U z z v a r- u_ ° o N z \ z O Q o W O 10 01 O E c a 00 a O N °�') -� O) o ai 001,) I w Q 1 0 10 � V C 0 5 0 O 6, 3 W W U Otj O � 0 0 C ° _. ° 3r M . . 2 O c� d P0 �_ x C� D 0 t to 884 OF _ f7 V / V w W� 0 O W ® U T o Lii x J W L Orfoo, t- x > m LL (_ D Q z w to r�_ 0) Date: -J 00 A227_L1.1 -Land 0., (� 6 M 8) t[7 I o a) z 0° J_ M r to 0') O v_ 0)(N N N 0)� 0 o i� � � C of 16 �`� 0 - W a) c 0O.- U O z o_ x o x Q '- u) ¢ E- u_ 884 OF _ f7 V / V w W� J O W o a M Lii x J W L Orfoo, t- x > m LL (_ D Q z w to r�_ 0) Date: Project No: A 227 Sheet Scale: _ 1 " =20' Designed By: GMC Drawn By: GMC Date: AUGUST, 2006 Disk File: A227_L1.1 -Land L1.1 10 2X I_ I J L AMF R, I Ni" " R " F) E r FIRE ALARM SITE PLAN SCALE: l* = 20'-0" 20' 40' ■ VICINITY MAP ------ ----- - - ---------- . ;P ROJECT x f ......... .. ................ REXBURG, IDAHO SCALE: NONE as • gh • Ir w � L� C� DRAWN BY: mr, CHECKED BY: MCI DATE: 05-21-07 CTA # QUARDSYS CADD FILE: FAQ DIR: GUARDSYS REVISIONS FIRE ALARM SITE PLAN SHEET FA1 ��a FIRE ALARM SITE PLAN SHEET FA1 �I I ! l I FEi:li HASH MARS INDICATES NUMBER OF IN CABLE /RACEWAY E (GROUND, HOT, SHOWN Q wo 6 W �Oa� r a w � w � DRAWN BY: MG CHECKED BY: MG DATE: 05 -21 -07 CTA # GUARDSYS CADD FILE: FAI DIR: GUARDSYS REVISIONS 0 FIRE ALARM PLAN SCALE: 1/8"= 1'4r 0' 4' V IV !- - __j SHEET _ FA2 SHEET WORK NOTES 10 CONDUCTORS TO THE TELEPHONE TERMINAL BOARD. 20 120 VOLT DEDICATED CIRCUIT. O3 CONDUCTORS TO THE FIRE ALARM CONTROL PANEL. 4� DUCT SMOKE DECTORS SHALL BE INSTALLED IN RETURN DUCTS. DUCT SMOKE DETECTORS SHALL BE FIELD VERIFIED FOR EXACT LOCATION. DUCT SMOKE DETECTORS SHALL BE INSTALLED ON THE INTERIOR OF THE BUILDING. O KITCHEN ANSUL SHALL BE FIELD VERIFIED FOR INSTALLATION. CATATLOG FIRE ALARM SYMBOLS I NUMBERS NUMBERS FIRE ALARM CONDUCTORS — — HOME RUN u BOSCH FACP FIRE ALARM CONTROL PANEL 7412G —B BOSCH Q REMOTE ANNUNCIATOR D1256RB + x nti BATTERY POWER SONIC PS -12180 PS -1270 Q MANUAL PULL STATION FLR BG12L SYSTEM SENSOR O SMOKE DETECTOR 2W —B SYSTEM SENSOR O SMOKE DETECTOR 5601 WALL MOUNTED HORN /STROBE SYSTEM SENSOR F x X = DENOTES CANDELA P2R 8 WALL MOUNTED STROBE SYSTEM SENSOR X = DENOTES CANDELA SR x R DUCT SMOKE DETECTOR MOUNTED ON THE RETURN SYSTEM SENSOR os DUCT DH100ACDCLP SYSTEM SENSOR ® REMOTE TEST STATION RTS451 EOL END OF LINE RESISTOR FIRE ALARM CONDUCTORS — — HOME RUN u 4)18AWG O 1 I I FIRE ALARM CONTROL PANEL LOCATION: OFFICE BOSCH 7412 RJ31X PRIMARY RJ31 X SECONDARY BATTERY CABINET 1$ AH 18 AH REMOTE ANNUNCIATOR VESTIBULE (2)18AWG — 5 ZONE 1 Z 1-1 EOL c OFFICE Applebee's Battery Calculations For The Remote Power Supply Voltage Drop Calculations CIRCUIT DESCRIPTION Quantity of Devices Standby mA per Device For The Total Standby mA Total Alarm mA Remote Power Supply 1 Remove Power Supply 175 75 175 COOKING COOKING 104 Sub -Total 75 175 MAXIM" 1 TOTAL ACTUAL DS R R DS R ACTUAL ACTUAL LENGTH (ft.) NOTIFICATION CIRCUIT 192 WERE VOLTAGE VOLTAGE VOLTAGE AT MAX CIRCUIT LOAD .CIRCUIT LENGTH (ft.) GAUGE (VOLTS) (VOLTS) DROP (VOLTS) DROP ( %) (10' /0) 2 (AMPS) Sub -Tote 0 1144 Notification Circuit #2 VO E Sub-Toto 482 1 999 Spare 0 0 0 DROP Notification Circuits Zone 1 Smoke Detector 1 0.005 Sub-Totall N1 1.144 400 12 24 1.83 7.63 524 N2 Spare 0 0 0 1 N3 Spare 4 0 Sub-Totall N4 Spare Notification Circuit #4 2 0 4)18AWG O 1 I I FIRE ALARM CONTROL PANEL LOCATION: OFFICE BOSCH 7412 RJ31X PRIMARY RJ31 X SECONDARY BATTERY CABINET 1$ AH 18 AH REMOTE ANNUNCIATOR VESTIBULE (2)18AWG — 5 ZONE 1 Z 1-1 EOL c OFFICE (2)18AWG S S ZONE 2 Z2 -1 Z2 -2 BAR BAR DINING DINING 3 Z2 4 EOL Z2 BAR BAR DINING DINING (2)18AWG rn rn rn n ZONE 3 Z3 -1 Z3 -2 Z3 -3 Z3 -4 'TO GO' VESTIBULE DINING RECEIVING ROOM OCT (2)18AWG H H H ZONE 4 Z4 -1 Z4 -2 Z4 -3 COOKING COOKING MEN Z3 -5 (2.2K WATER HEATER ROOM v EOL Z4 -4 2.2K LADIES (2)18AWG Applebee's Battery Calculations For The Remote Power Supply OUTPUTS CIRCUIT DESCRIPTION Quantity of Devices Standby mA per Device Alarm mA per Device Total Standby mA Total Alarm mA Remote Power Supply 1 75 175 75 175 COOKING COOKING 104 Sub -Total 75 175 Notification Circuit #1 1 0 100 DS R R DS R 30 CD Strobe 2 0 96 0 192 30 CD Horn/Strobe 1 0 112 0 112 75 CD Horn/Strobe 5 0 168 0 840 Zone Expander 2 25 Sub -Tote 0 1144 Notification Circuit #2 Sub-Toto 482 1 999 Spare 0 0 0 1 0 0 Zone 1 Smoke Detector 1 0.005 Sub-Totall 0 1 0 Notification Circuit #3 5 0.005 0.13 0.025 0.65 Spare 0 0 0 0 1 0 Zone 4 Heat Detector 4 0 Sub-Totall 0 1 0 Notification Circuit #4 2 0 0 0 0 Spare 0 0 0 0 0 x Sub -Total 0 0 Total 75 1319 Standby Hours Alarm Hours 24.00 0.08 ..............................:_ _ .. .................. _ ........ ................................. ......... _ ... _ ... _ ............ . ................... _ ................ _...... . ...... _ .................... __ ..... ............................... _._...__...._................ Total Standby amp -lours (standby amps * standby hours) 1.800 Total Alarm amp -hours (alarm amps * alarm hours) 0.110 _...._ ......................:......_..._._........._................... ................ ...................<........... .................................... ................ _ ..... _: ............................. ; ....... .... _ ..... — ...._ .......... < ............................... Minimum A/H Battery Required Demating Factor 1.91 1.20 Recommended A/H Battery 2.29 .._.... m _....._ ................_...:._............_......................_..._....._.............._._..:. 16.876 18 x .._......._.........._......_.; Battery IffitalIed (AH) 7 (2)18AWG S S ZONE 2 Z2 -1 Z2 -2 BAR BAR DINING DINING 3 Z2 4 EOL Z2 BAR BAR DINING DINING (2)18AWG rn rn rn n ZONE 3 Z3 -1 Z3 -2 Z3 -3 Z3 -4 'TO GO' VESTIBULE DINING RECEIVING ROOM OCT (2)18AWG H H H ZONE 4 Z4 -1 Z4 -2 Z4 -3 COOKING COOKING MEN Z3 -5 (2.2K WATER HEATER ROOM v EOL Z4 -4 2.2K LADIES (2)18AWG Applebee's Battery Calculations For The Fire Alarm Control Panel OUTPUTS CIRCUIT DESCRIPTION Quantity of Devices A A Total Standby mA Total Alarm mA ZONE 5 Z5 - Z5 - E OL 225 300 COOKING COOKING 104 206 (2)18AWG (3�> 0 1 0 100 DS R R DS R OS R R DS ZONE 6 RT Z6 -1 RTU Z6 -2 Z6 -3 Z6 -4 2 -- I ' K 4 1 -1 RT AC -4 R�T AC -2 AC -3 SHEET WORK NOTES 10 CONDUCTORS TO THE TELEPHONE TERMINAL BOARD. 20 120 VOLT DEDICATED CIRCUIT. O DUCT SMOKE DETECTOR SHALL BE MOUNTED ON THE RETURN DUCT WITHIN THE INTERIOR OF THE BUILDING. a MIS •� as a • a as a • DRAWN BY: MG CHECKED BY: MG DATE: 05 -21 -07 CTA # GUARDSYS CADD FILE: EAI DIR: GUARDSYS REVISIONS Q 1 � SHEET FA3 Applebee's Battery Calculations For The Fire Alarm Control Panel OUTPUTS CIRCUIT DESCRIPTION Quantity of Devices Standby mA per Device Alarm mA per Device Total Standby mA Total Alarm mA Fire alarm control panel 1 225 300 225 300 Remote Annunciator 1 104 206 104 206 Bell Circuit Module 1 35 100 35 100 Class A Fire Loop 1 23 25 23 25 Dual Phone Module 1 20 100 20 100 Initiating Module 1 25 168 25 168 Zone Expander 2 25 50 1 50 100 Sub-Toto 482 1 999 Zones a4 NOTIFICATION G Zone 1 Smoke Detector 1 0.005 0.13 0.005 0.13 Zone 2 Smoke Detector 5 0.005 0.13 0.025 0.65 Zone 3 Pullstations 5 0 0 0 0 Zone 4 Heat Detector 4 0 0 0 0 Zone 5 Anil system 2 0 0 0 0 Zone 6 Duct Smoke Detector 4 25 35 100 140 x Sub -Total 100.03 140.78 TOTAL 582.03 1139.78 Standby Hours Alarm Hours Total Standby amp -hours (standby amps * standby hours) Total Alarm amp -hours (alarm amps * alarm hours) 24 0.083 13.969 0.095 .. ............................... _..._ .......................... . .... _ ............. .... ........ :....................................................._..................:.... .................................. 0...................................... ............................... _.. :.......... ................ ..__. .............. ,................... ... ....... ............. j _ .............. < ............................... Standby AH + Alarm AH 14.064 DEVICE C IRCUTS Single open Derating Factor 1.200 x Recommended AH Battery Battery Installed (AH) 16.876 18 x ..................................:...................................... .................................... ; SHEET WORK NOTES 10 CONDUCTORS TO THE TELEPHONE TERMINAL BOARD. 20 120 VOLT DEDICATED CIRCUIT. O DUCT SMOKE DETECTOR SHALL BE MOUNTED ON THE RETURN DUCT WITHIN THE INTERIOR OF THE BUILDING. a MIS •� as a • a as a • DRAWN BY: MG CHECKED BY: MG DATE: 05 -21 -07 CTA # GUARDSYS CADD FILE: EAI DIR: GUARDSYS REVISIONS Q 1 � SHEET FA3 (2)12AWG OUTPUTS CONTROL FIRE PANEL SAFETY 75 75 AND NOTIFICATION FUNCTIONS F REMOTE F F F F F REMOTE POWER NOTIFICATION CIRCUIT #1 ANNUNCIATOR N1 -2 N1 -3 HVAC SUPPLY WAITING DINING 'A' DINING 'C' BAR SERVICE RECEIVING MEN LADIES :3 DINING DRINK LOCATION: I~ OFFICE o Q SILENT KNIGHT SPARE .� o o CIRCUIT #2 S c rim U a4 NOTIFICATION G to to > CIRCUIT #3 M x SPARE + — + — NOTIFICATION INPUTS �Q Q H vm Q Q H vm r� CONTROL SYSTEM INPUTS Failure ofprnraty or secondary RISER DIAGRAM SCALE: NONE x x p ower su pply Low Battery x x PERFO RMANCE O F CONVENTIONAL INITIATING DEVICE C IRCUTS Single open x x Single ground x x Wire -to -wire short x x PERFO RMANCE O F NOTIFICATION APPLIANCE CIRCUITS Single open x x Single ground x x Wire-to -wire short x x DEVICE INPUTS Manual Pull Stations x x x Spot-type Smoke Detectors x x x Duct Smoke Detectors x x x S Heat Detectors x x x Ansul System x x x NOTES 1. Conventional initiating device circuits shall be Class B, Style A. 2. Notification appliance circuits shall be Class B, Style W. SHEET WORK NOTES 10 CONDUCTORS TO THE TELEPHONE TERMINAL BOARD. 20 120 VOLT DEDICATED CIRCUIT. O DUCT SMOKE DETECTOR SHALL BE MOUNTED ON THE RETURN DUCT WITHIN THE INTERIOR OF THE BUILDING. a MIS •� as a • a as a • DRAWN BY: MG CHECKED BY: MG DATE: 05 -21 -07 CTA # GUARDSYS CADD FILE: EAI DIR: GUARDSYS REVISIONS Q 1 � SHEET FA3 (2)12AWG (2)12AWG 75 75 75 75 75 30 F F F F F F F F REMOTE POWER NOTIFICATION CIRCUIT #1 N1 -1 N1 -2 N1 -3 EOL N1 -4 N1 -5 N1 -6 N1 -7 N1 -8 4.7K SUPPLY WAITING DINING 'A' DINING 'C' BAR SERVICE RECEIVING MEN LADIES DINING DRINK LOCATION: OFFICE SILENT KNIGHT SPARE NOTIFICATION 5495 CIRCUIT #2 SPARE NOTIFICATION CIRCUIT #3 SPARE + — + — NOTIFICATION 7AH 7AH CIRCUIT #4 FIRE ALARM RISER DIAGRAM SCALE: NONE SHEET WORK NOTES 10 CONDUCTORS TO THE TELEPHONE TERMINAL BOARD. 20 120 VOLT DEDICATED CIRCUIT. O DUCT SMOKE DETECTOR SHALL BE MOUNTED ON THE RETURN DUCT WITHIN THE INTERIOR OF THE BUILDING. a MIS •� as a • a as a • DRAWN BY: MG CHECKED BY: MG DATE: 05 -21 -07 CTA # GUARDSYS CADD FILE: EAI DIR: GUARDSYS REVISIONS Q 1 � SHEET FA3