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HomeMy WebLinkAboutSITE PLANS - 06-00341 - Applebee's Restaurant - Site PlanRCI Realty, LLC Galloway, Romero & Associates, Inc. 400 Interstate North Parkway, Suite 1200 5350 DTC Parkway Atlanta, Georgia 30339 Greenwood Village, Colorado 80111 Tel. (770) 951 -0586 Tel. (303) 770 -8884 Fax. (770) 952 -5943 Fax. (303) 770 -3636 Attn: Andrew Grove Attn: Larry L. Parker CIVIL SITE DRAWINGS APPLEBEE'S AT REXBURG, IDAHO STORE ADDRESS: 975 UNIVERSITY BOULEVARD REXBURG, ID 83440 X-b..m ca at W v y N )I fiat s. m 4 N Th (kV -- w 1ti0 1 S t4 ^ ,70015' I Wi J SITE .. g y ._.._. 8..1, ON Rd � 20003.1h 91 ' W91d0s I VICINITY MAP NOT TO SCALE LEGAL DESCRIPTION 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 FAST, 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 FEEL TO THE NORTHWEST CORNER OF SAID LOT 1; THENCE 589'56'27 "E 217.00 FEET ALONG THE NORTH LINE OF SAID LOT 1; THENCE 52955'031V 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 N8959'58"W OF THE SOUTHEAST CORNER OF LOT 1, SAID POINT IS ON THE SOUTH PROPERTY LINE OF SAID LOT 1; THENCE N20'5S'O3'E 224.00 FEET: THENCE S6T04'57 "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 189'5S'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. PROJECT DIRECTORY Owner Owner (mil Contact) Civil RCI Realty, U-C Restaurant Concepts II U-C Galloway. Romero do Associates 400 Interstate North Parkway 20089 E. Arapahoe Road Aurora, CO 80016 5350 DTC Parkway Greenwood 11101 e, CO 80111 Suite 1200 Atlanta, GA 30339 Tel. (303) 690 -4335 Tel. (303) 770 -8884 Fax. (303) 770 -3636 Tel. (770) 951 -0586 Fax. (770) 952 -5943 Fa.. (303) 690 -4935 Attn: T.J. Fitzpatrick Attn: Larry L. Parker Attn: Andrew Grove MAIN BUILDING ENTRY FEATURE 22 -1 1/2 t Jurisdiction Water & Sanitation Fire Department Town of Rexburg Town of Rexburg Town of Rexburg Building Department Public Works Department Fire Deportment 19 E. Main Rexburg, ID 83440 12 N. Center Rexburg, ID 83440 24 W Center Rexburg, ID 83440 Tel. (208) 359 -3020 E.t 324 Tel. (208) 359 -3020 Ext 329 Tel. (208) 359 -3010 Fax. (208) 359 -3024 Fax. (208) 359 -3024 Fa.. (208) 359 -3024 Attn, Val Christiansen Attn: John Millar Attn: Chris Huskinson Natural Gas Phone Electrical Intermountain Gas Company Qwest PacificCorp 1527 Hollypark Drive Idaho Falls, ID 83401 Tel. (208) 525 -4261 Tel Bu ilders . 00t 69 3981 Tel. (208) 542 -6600 Tel. ((241) 241 -2494 Get Attn: Doug Lesperance Attn: Steve Nelson Soils Enaineer Strata 2815 Garrett Way Suite C Pocatello, ID 83201 Tel. (208) 237 -3400 Fax. (208) 237 -3449 Attn: Daniel P. Gad. UIVII: GIO.0 COVER SHEET 1 OF 1 ALTA /ACSM LAND TITLE SURVEY CS1.1 SITE PLAN CEO.0 EROSION CONTROL AND STORMWATER MANAGEMENT NOTES o CEO.1 EROSION CONTROL AND STORMWATER MANAGEMENT NOTES & DETAILS CE1.1 EROSION CONTROL PLAN CG1.1 GRADING PLAN CU1.1 UTILITY PLAN z CP1.1 PAVING PLAN CP5.1 PAVING DETAILS ° CP5.2 PAVING DETAILS L1.1 LANDSCAPE PLAN z 0 UI \ > K �a STATISTICAL INFORMATION o P m � m ON ��� =_ > O = 3E I� ZONING: COMMUNITY BUSINESS CENTER (CBC) • USE: RESTAURANT C h w ona a BUILDING COVERAGE: _ PROJECT AREA: 48.527 S.F. 1.114 ACRES p ;, BUILDING HEIGHT: 18 -9 1/2 Ja . MAIN BUILDING ENTRY FEATURE 22 -1 1/2 t TOTAL 12 78% NUMBER OF STORIES: LANDSCAPING' 13,395 SF FLOOR AREA: COMMON ACCESS DRIVES MAIN BUILDING 5,489 SF FLOOR AREA RATIO: 0.113 PARKING & DRIVE AISLES: 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 PRE - FABRICATED OR PER OWNERS INSTRUCTION POWDER - COATED STEEL RACK ' ^ In V J O Uj x W m M X X o 1..17 c� J ... 42 712" /� A/ Lu m 18" 0- tip �: W a� � K 3 I f� MOUNT E < Q INVERTED U BICYCLE RACK DETAIL SCALE: NOT TO SCALE �� ILL1 IF tS /f Drawn By: L. i J n 1 �t� Dote: AUGUST Disk File: A227 GI0.0 AT d /�/��/�p I COVIM STILL !�� � j ^ rT'7 i ;E: BY SIGN MANUFACTURER F I~ 9 ! ! .... t 3 „9 , - I -- -I 1 G10.0 FREESTANDING POLE SIGN SCALE: NOT TO SCALE TOTAL AREA 48,527 SF a BUILDING COVERAGE: % OF TOTAL SITE A REA MAIN RESTAURANT: SERVICE YARD: 5,489 SF 714 SF 11.31% 1 Ja . TOTAL BUILDING: 6,203 SF TOTAL 12 78% o ° z o 1 N LANDSCAPING' 13,395 SF 27.60% COMMON ACCESS DRIVES 7,653 SF 15.77% . o 00 PARKING & DRIVE AISLES: 18,222 SF 37.55% ¢ o c" ohC i�omo SIDEWALKS & MISC.: 3.054 SF 6.30% tt a c' a w 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 PRE - FABRICATED OR PER OWNERS INSTRUCTION POWDER - COATED STEEL RACK ' ^ In V J O Uj x W m M X X o 1..17 c� J ... 42 712" /� A/ Lu m 18" 0- tip �: W a� � K 3 I f� MOUNT E < Q INVERTED U BICYCLE RACK DETAIL SCALE: NOT TO SCALE �� ILL1 IF tS /f Drawn By: L. i J n 1 �t� Dote: AUGUST Disk File: A227 GI0.0 AT d /�/��/�p I COVIM STILL !�� � j ^ rT'7 i ;E: BY SIGN MANUFACTURER F I~ 9 ! ! .... t 3 „9 , - I -- -I 1 G10.0 FREESTANDING POLE SIGN SCALE: NOT TO SCALE LOT 6A A PORTION OF LOT 1 OF THE WILCOX SUBDIVISION :11 THE CITY OF REXBURG, MADISON COUNTY, OAHO IN THE NORTH HALF OF THE SOUTHWEST OUARTER OF SECTION 38. TOWNISHIP 6 NORTH, RANGE 39 EAST, BOISE MERDUN, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT THAT IS 159.15 FEET N89'59'58'1Y OF THE SOUTHEAST CORNER OF SAO LOT i, SAID POINT IS ON THE SOUTH LINE OF SAID PROPERTY AND CONTINUING THENCE ALONG SAID SOUTH LINE Neff59 211.00 FEET TO THE SOUTHWEST CORNER OF SAID LOT 1; THENCE N2G54'I)9 - E 239.43 FEET TO THE NORTHWEST CORNER OF SAC LOT 1; THENCE 569'58'271 217.00 FEET KONG THE NORTH LINE OF SAID LOT 1; THENCE S20 239M FEET TO - THE POINT OF BEGNNNG CONTAINS 1.11 ACRES. KONG WITH A 15 FOOT WIDE EASEMENT KONG THE WEST SIDE OF THE PROPERTY DESCRIBED AS FOLLOWS; 'BEGINNING AT A POINT THAT 6 159.15 FEET N8759'58'W OF 1HE SOUTHEAST CORNER OF LOT 1, SAID POINT 15 ON THE SOUTH PROPERTY LINE OF SAID LOT 1: THENCE 142175503T 224.00 FEET: THENCE S69'04'S7"E 15.00 FEET; THENCE S20'55 218.27 FEET TO THE SOUTH LINE OF SAID PROPERTY; THENCE NB9'Ss -W 16.06 FEET TO THE POINT OF BEGNNIND. / UNIVERSITY AV �. ALSO t RI A 15 FOOT WIDE EASEMENT ALONG THE WEST SIDE OF THE PROPERTY RTY DESCRIBED FOLLOWS;. i BEGNNINC AT A POINT THAT 5 159.15 FEET N89'59'56'W OF THE SOUTHEAST i CORNER OF LOT I SLID PUNT IS ON THE SOUTH PROPERTY UNE OF SAID LOT 1;. THENCE N2755'03 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; /r THENCE S89'59'56'E 18.06 FEET TO THE POINT OF BEGINNING ' I ALSO KONG WITH A 24. FOOT WIDE ACCESS / EGRESS / UTILITY EASEMENT /r v .. ... ... .. I DESCRIBED AS FOLLOWS: " sx sea / uar v xonty BEGINNING AT THE SOUTHEAST CORNER OF LOT i AND RUNNING THENCE Ta N89.59'58"IE ' 62.32 FEET; THENCE CURVE 10 03'E 25.69 FEET; THENCE S / caWS9r ', -� E9'S9'S9'E R 832 FE t0 1 UItvE TO ' AR WITH A 6.99 FEE T: 5)0.00 25'. DEDICATED RIGHT OF WAY " IRR1GA710N DITCH E o S AID C URVE A DISTANCE O of 34ow F 2899 LE of t0 T POINT OF E !! se}shy so o-W w °m w. u., >o'�+e'- �` - - BEBEGINNING, NC �G SADCF FEET H ,ewffi ,tar roe a a¢hh sNN a wasp ca A- 9655'17' ALSO SUBJECT TO A 24 FOOT WIDE ACCESS / EGRESS FASEMENT KONG THE SOUTH SIDE OF THE PROPERTY DESCRIBED AS FOLLOWS;' 217. '. \ m,e2'ai __. ���.„ /// _ _- -- ON THE SOUTH PROPERTY LINE OF S A" •2304 -- CB- S }T12'OB"E .15 FEET N ( BEGINNIN AT A POINT THAT 5 15989'S9'S8W OF THE SOUTHEAST _ed ' __SLE2UNE ___ -- - w C 74.85 ii - ' - y-- •'' L °87 ]] --4t}' _ CORNER OF LOT 1, SND POINT IS SAID LOT 1; /,ewA ro .ei. _.__.. - / C -6>32 .e.Tasz A�QOO• _ I I J C8 -SBTS '1ST -?{� AND CONi1NUING THENCE N89'59'SB'W 217.00 FEET; THENCE N20'S4'09'E R- 6>9.93 r 25.69 FEET: THENCE 589'S9'SB'E 217.00 FEET; THE S2O55'O3'W 25.69 f m. wz.n 1 FEET TO THE PUNT OF BEGINNING. f ux.M 9.6 8 "E EDGE OF PAVEMENT !� w / '58'2 ! : ! SURVEYOR'S CERTIFICATE / I n n Q mw a h on .NC ere I „ ' To N Really. LLL its avc Intl /or oaagns, o Georgia Im led tild"1y C- Pony,: I z �' i This 's to terbly that Ihis map or pill and Intl survry M1 it bofe0 • de in / .e3o.r, ,elan 1 I U a . e<weonce wM to, 'Mire -o, St.o.'al. Nt.h Repu remsnIs for KTA/AC5M Lane i t I ( S­.' ,' lnty Mdabfahsd ntl adopted by KTA, tC one NSPS 7(0), a n 1999, a tl i e t I ' ell. i �� }: 4. o. . 9. 10. n(D3 (aa to W Tills, au race ilen ) 12 15 Ina 17 al a LOT 6A LOT 6 p $ Taatw A Ihenoi. ` P 6. La me Kawl y stendlreq as adopted a NSPS. o e AGSM Q. WIRE FIELD ZONED LBC S I 1 !W eXact oo the note a1 tnis ce1tN`P- n, undeng i7lher «arias Iho1 to Poelwno wi.a s wit: FENCE ZONED LBC .� , D m l .;o1f3 P . ,;Ili, =to aarva ma alnmenn oe. on the alrva eo naI a e.a me / 1 .1 1' ACRES case z Th 0.79 ACRES a a I I e ar 4 „tu i i I �' M . r-d rie y t iPh o May 2006 m Irhde. m ly. th dI red O Y I I ' Q! o tI x e 1 MI visible legs E l esc 9 np`�on sad the. I M raj the .1, ml Properly, (; s d to I IN I n os typ of MI "Paid bu se ' t ivr Ind e o1Mr' a enls ..bi L en r ne .es % h , '. `b w / d h I ' �` ao,. o.. r kin turt PPr9 m awe spa i r m) e9wled o Itl subj Properly o !/ 8 ry o ri y me mml era a'luatee on me suDi•ct Properly � d-Y Oedh 3. . pl uMerv n 9netl ha p e on rw vhs,bla sasements ar ng which hts or .way of % x -�' , eat Oi / v)ry N wise In]83 mf 4. Except as shown 1 ey ih re ore no Paltr eo1ls and no obeervable above ground / 71 4 ?„ en<raacnrnanly (o) byl P Ants an subj ect Properly upon adlo;nin9 c -sl 9 ss'nw n 4 / n .emss J/ vD. t P- t ., o O / i SI <ts, ers Is. or r9 1rm af u to w (b) br (na improvemenu o orry .Maass oP '­,lies. M'seb, o INeys t, to s I op y ayy 04 Z .eeN p s. me tot t I eo semer'L r'ryn1 r to aerWwa a In moue. (1tm or below, 9ro d) 1 CURB & GUTTER ft t' g tM subject Properly aM also i an comm tenant n 6,855 Rx 1 pa<I to tree suDiecl Property, D ho a ,n the survey. (ogeU<r MR, IL / = n :i r pprap hole --lo elennces, to the anent that such molten can be totaled. The N o ' TELEPHONE �1. PropartY ho.n on ih ey a tree Properly des, ;bed m Thal tote Immlment The 80% I.Mion of all mp t the su0ieel Property s n accord wth m mum tback, J y aide Cord one rear Ya d I pr vahohe. aM hesinciions of :ecoN tar the sub)ett PraPrty 3Q . �( Li ,Wei] .eio.ez / a C i referenced 'n such title 1 nl nAs" . I 6. The ,Dlact Property. has direct occ s to Ind I­ coted one "",I'd pl'at'e W cuye . Lac a _ L.' '• _ _ - 1 I f r M'sel _atzi;• SHARED DRIVE WAY Lro3.o 24' WIDE ACCESS /EGRESS / UTILITY EASEMENT - 8 fl! 7. 1 n ohm r m a t P:gwNr a a rve onr oaiaMnq r props ly f d aqe, l'4 hl W. sbu l ,port .1 iolloot W " ,6a fz N89'59'S8 °W 217.00 f.a uB / 159.15• 6. The d ileac Puon If the aubieci P Pey I— m alt Ir oaad iglra. .. -- 9 - 58 4' S. No pb of the Prop ly bPeo to tob Y ies . 1 n n I Spec A­ and A a >r'iW i ;" p` ,;FMcarts 101Sg de bed do lne Flood a Rote Map Number 16009800200 eW.n I •' a us vE r> � to (,o) ad,. 9-do Tot N i ctwu ,aM.'e h?fj ,no Ia H ten hs j3 . ( No imv.o..m.nta.. 12. (9) No p king o hoot. . 3r,da � � wz y ,esE.N None. si t FIRE The part s he tee oDwe �p�,(�e;t �hl i an entitbe to retY M the a e survey AMERICINN PROPERTY HYO. t erbnaet d V� r�e eagns FS ELECTRICAL R 6 •a . TRANSFORMER G� � Dated: NOTES: LEGEND LATITUDE 434816. SCALE 1' 40' N LONGITUDE 9114843 1/2' ROD WITH YELLOW CAP L.S. 826 �. 1/2' ROD FD CITY OF REXBURG DEVELOPMENT CODE 926, SUBSECTION 3.16 _ EXISTING FENCE SET BACK REQUIREMENTS 10' FRONT AND SIDE YARD, AND 20' 40' _ 80' NO SET BACK REQUIREMENTS FOR REAR YARD. 0 r MAXIMUM BUILDING HEIGHT IS 35 FEET. �- UNIVERSITY AVE. 2W LE T m 9 ,{ w L t$ NORTHWEST CORNER OF LOT 6A HAS A STATE PLANE COORDINATE NOTEL 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 _ BY DATE -ALTA / ACSM LAND TITLE SURVEY DRAWN RE. was LOT G, WILCOX SUBOMSION CITY OF REXBURG. MADISON COUNTY, IDAHO RCI REALTY, L.L.C. DRAWING NTL 20b23A J. P. Bnrnes & ASSoC 133 W. tv 5.. REa&1A0. iOAq 206 -Nt04 University Blvd. / 22 40 38 ' 33 _..._ __FL S 89 :5827 "E e i 217.00' / r o r / / 60 32 23 32 10 B•/ /1 8 13 / 9 52 ((� 23 51 LOT 6A 16 2 n Y /! / � 8• 8• 8• 8• 5• 2'R t4 TYP o - q� 21 M N 15• 15 I'I�I I /p m / J 7 / 45 14 54 iIu 62 22• 3 g 32 - - -- 6 BUILDING AWNING (TYP ALL) `J POSSIBLE FUTURE 13' -0" X 48' -0 "± BUILDING EXPANSION (5) "CARSIDE TO GO" DOOR 0 10 20 © EMERGENCY EXIT DOOR O WALL SIGN - "APPLEBEE'S" LOGO SIGN. ( 11• -0 " X 6' 1 ") 47.28 SF SCALE 1' =20' 855 SF 1.565_SF' TOTAL 2,420 ST V/ , WALL SIGN - "APPLEBEE'S" LOGO SIGN, (8' -10" X 4'- 10.5 ") 30.0 SF (TYP. 3) 0/� 9 WALL SIGN - "CARSIDE TO GO" SIGN, 9.94 SF 10 INTERNALLY ILLUMINATED POLE 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 72 HANDICAP PARKING SPACE W /SIGNAGE & STRIPING (TYP. 3) 13 9' x 18' PARKING SPA (TYP. 60) Q I NG SPACE WITH (TYR 4) X 18' TO GO PARKI "TO GO" SIGNAGE ( \\ 15 WHEEL STOP (TYP. 3) x._._.____X ____X -----x X ___._. Y ______._X _. ___ X___._..k.- ____._� t -- i6 4" CONCRETE SUB REINFORCED W /FIBERMESH AT HANDICAP PARKING 17 6" REINFORCED CONCRETE SLAB AT STORAGE RASH AREA ENTRANCE. - " 3U "CMP "- -- - -" - - I CONTINUE REINFORCING FROM INSIDE TRASH ENCLOSURE —' - - - I 18 EXISTING EDGE OF ASPHALT .__ ... 34 S 89- 5 " �= 96 (' I C9) EXISTING ASPHALT PAVING TO REMAIN L= 84.58 '\ 20 ASPHALT SAWCUT UNE, 2' MIN FROM PROPOSED UP OF GUTTER OR AS INDICATED NEW ASPHALT PAVING, REFER TO GEOTECHNICAL REPORT FOR SECTION 22 EXISTING CURB & GUTTER TO REMAIN \ -- SS -- _ \\ ( Z3 6" VERTICAL CURB & GUTTER W /1' PAN A =4'23 04 NEW CONCRETE SIDEWALK, WIDTH AS NOTED L= 67.33' R= 879.93' `\\ � 25 DEPRESS SIDEWALK AT HANDICAP PARKING W /ACCESSIBLE SIDEWALK (1:20 MAX SLOPE) NEW 6' DETACHED SIDEWALK ALONG UNIVERSITY BLVD. PER CITY OF REXBURG STANDARDS ( ( 27 EXISTING 5' SIDEWALK ALONG GOLDEN BEAUTY DRIVE EXISTING WIRE FENCE TO REMAIN (TYP 2) I 12 33 4 57 33 ' 36 If N ig 3'R ay / C El j 0- 8 v // `� �o 23 ,C. 33 SR 32 33 � 17 � 24 —i 32 / ❑ 24 / 61 57 13 6 "STS 5 33 F 3'R 23 m Ley 21 33 9 33 ® i 1 I O,R lYP 21 53 -- _ -- - - -- 'R. - - -'-. -- - -' - _ _ 2'R 2'R 7.5'R 1 — � 20 19 f 21 / 55 to 20 30 Prfvole Access Dnv / 22 / 217. O' �--. 1 N8 59 58`,V ' AMERICINN PROPERTY LOT 6 EXISTING IRRIGATION DITCH EXISTNG 24' WIDE± ACCESS DRIVE TO REMAIN EXISTING CURB CUT TO REMAIN 32 SITE LIGHT, 25' HIGH MAX. (TYP 6) 1 33 LANDSCAPE AREA 34 EXISTING SANITARY SEWER MAIN NEW SANITARY SEWER TAP &SERVICE LINES, SEE SHEET CULT j/ 36 4" CLEAN OUT (TYR ALL) J / ( /� 1600 GALLON± GREASE TRAP ! 38 EXISTING 16" WATER MAIN EXISTING FIRE HYDRANT (TYR 2) 2" WATER TAP, 2" METER & BARREL, 2" TYPE K CU WATER SERVICE TO MECHANICAL ROOM i 4t PRIMARY SERVICE TO PAD MOUNTED TRANSFORMER, VERIFY POINT OF SERVICE WITH ITH SUPPLIER LIER 42 PAD MOUNTED TRANSFORMER / SECONDARY ELECTRICAL SERVICE TO ELECTRICAL PANELS / A= 17'19'33" 44 NATURAL GAS SERVICE LINE, VERIFY POINT OF SERVICE WITH SUPPUER / ,/ / �// Q / /. ! L= 172.36 /� // � / / 45 GAS METER R= 570.0 /'� / / J / / 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 (TYR 2) a 48 30' X 30' SIGHT TRIANGLE ( �. / / 1 C9) SNOW STORAGE AREA "A" (SHADED), 855 SF SNOW STORAGE AREA "B" (SHADED), 1565 SF CATCH BASIN & OUTFALL LATERAL, SEE SHEET CUTA (TYP, 3) GREASE & SOLID SEPARATOR MANHOLE AND STORMTECH INFILTRATOR CHAMBER, SEE SHEET 59 OUTFALL LATERAL FOR ROOF DRAIN, SEE SHEET CU 7.7 (TYP 2) 54 IRRIGATION SUPPLY UNE i 'S5 EXISTING 24' WIDE ACCESS /EGRESS /UTILITY EASEMENT 63 30 55 SNOW STORAGE CALCULATIONS REQUIRED PARKING & DRIVE AISLES 2 PRIVATE ACCESS DRIVE 18,384 SF ALONG EAST PROPERTY LINE 3. RADII SHOWN REFERS TO FLOWUNE INLESS NOTED OTHERWISE. TOTAL 0. 10X= 0.10X20917-2092 SF REQUIRED SNOW STORAGE AREA A SNOW STORAGE AREA 8 855 SF 1.565_SF' TOTAL 2,420 ST / / / / 7 / \/ / / J 56 EXISTING 15 WIDE EASEMENT (TYP 2) -J/ % h/ 5 SIDEWALK RAMP WITH DETECTABLE WARNING PANEL NP 8) L f / � 58 EXISTING 10' WIDE UTILITY EASEMENT 1 EXISTING TELEPHONE PEDESTAL EXISTING SANITARY SEWER MANHOLE TO BE RAISED, SEE GRADING PLAN PROPOSED 6" THICK x 5' WIDE CONCRETE CROSSWALK 31 (/ 62 BENCH (NP 4) 1 8 ^ " H 10' REFLECTORI2ED THERMOPLASTIC CROSSWALK BAR (TYP 3) L �j BENC RK- TOP ELEYAIiON 485138 NOTES: / i. FIRE LANE SIGNAGE IS REQUIRED IN FRONT OF THE BUILDING, GENERAL CONTRACTOR TO COORDINATE WITH / CITY OF REXBURG FIRE DEPARTMENT. —STS— PROPOSED STORM SEWER ❑1 NUMBER OF PARKING SPACES -- RD — PROPOSED ROOF DRAIN PROPERTY UNE - - G - - EXISTING GAS LINE — G PROPOSED GAS LINE m 5 E 0 0 K Z O 0 ` o 0 K O o o O w ° ono D ° a m oT , �mz �IN JE �oia ^o K ¢�tnQtiLL fA \.J Q LtJ D a Ld m m o m X � c5 J LLJ W M / � ^� > W re 4Q Lo n of SITE PLAN cs1.1 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 FLOWUNE INLESS NOTED OTHERWISE. UTILITY LEGEND / —0-- 0- - MANHOLE - -UE- - EXISTING UNDERGROUND ELECTRICAL VALVE — UE — PROPOSED UNDERGROUND ELECTRICAL - - W - - EXISTING WATER LINE - -0E- - 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 / 1 —SS— PROPOSED SANITARY SEWER - -10- - EXISTING UNDERGROUND FIBER OPTIC TELEPHONE -STS- - EXISTING STORM SEWER - -PP- - EXISTING UNDERGROUND PETROLEUM PIPELINE —STS— PROPOSED STORM SEWER ❑1 NUMBER OF PARKING SPACES -- RD — PROPOSED ROOF DRAIN PROPERTY UNE - - G - - EXISTING GAS LINE — G PROPOSED GAS LINE m 5 E 0 0 K Z O 0 ` o 0 K O o o O w ° ono D ° a m oT , �mz �IN JE �oia ^o K ¢�tnQtiLL fA \.J Q LtJ D a Ld m m o m X � c5 J LLJ W M / � ^� > W re 4Q Lo n of SITE PLAN cs1.1 STORMWATER MANAGEMENT PLAN 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. 8203 SQUARE FOOT RESTAURANT 2. THE SEQUENCE OF CONSTRUCTION ACTIVITY IS INDICATED IN THE CONSTRUCTION TIMING SCHEDULE 3. THE TOTAL ONSITF. 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 AT EROSION DUC 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 HA CONS RUC ON PAVED, SHALL BE A ED SE 1 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 HEATHY 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. STANDARD NOTES i. 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 Oft, ACCUMULATE IN, THE FLOWUNES 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; 15 PROHIBITED, THE USE OF OSHA APPROVED COLORED WARNING CAPS ON REPAR 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 KF.Pi 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 DIVE 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 AND 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. 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 ERA AND/OR FE T APPROPRIATE ENGINEER OR DESIGNATED REPRESENTATIVE D L AG N' . E AGENCY, HE AP ROPRIA E / RESERVES THE OPTION TO REQUIRE ADDITIONAL SOIL EROSION CONTROL O DUE TO UNFORESEEN CONDITIONS OR AS DETERMINED NECESSARY UPON FIELD INSPECTION. CHANGES ES PROPOSED ED BY THE CONTRACTOR MUST BE APPROVED BY 114E 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 _ / / EL 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 INSPECTIONS: 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 i. 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; D. 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 BMP. 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 BMP. ARE NEEDED THAT DID NOT EXIST AT THE TIME OF INSPECTION; I CORRECTIVE ACTION REQUIRED INCLUDING ANY CHANGES TO TIE STORMWATER MANAGEMENT/SWPPP PLAN NECESSARY AND IMPLEMENTATION DATES. CnNSTRI ICTI(1N TIMINIr SI:HFni II F * I;IVH IU AL-I bLJHCUULt. DUE IU A IUAL .IANI LUNJIRUI;IIUN 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 FEBRUARY 2007 MARCH 2007 APRIL 2007 TEMPORARY EROSION CONTROL: CONSTRUCTION ENTRANCE, AND SILT FENCE 25 GALLONS JOHNSON GRASS AND LEAF SPURGE, APPLICATION, TO BE KEPT IN TRUCKS OR WITHIN B. THE SUBCONTRACTOR SHALL FURNISH TO THE CONTRACTOR A SIGNED BRAKE FLUID STATEMENT CERTIFYING THAT THE SEED FURNISHED IS FROM A LOT THAT HAS ag 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. FINAL GRADING C. AREAS SUBJECT TO SEEDING WILL BE PLANTED BY DRILL SEEDING. ON SLOPES y in STEEPER THAN 5:1, WHERE ACCESS IS LIMITED, HYDRAULIC SEEDING WILL BE UTILIZED. ANTIFREEZE 2. MATERIALS 100 LBS. A. SEED STATE AND FEDERAL REGULATIONS. 1. SEED TYPE AND AMOUNT OF PURE LIVE SEED (PITS) REQUIRED PER ACRE SHALL BE BATTERY ACID DRILLED LEIS % BY SODDED/ NATIVE/ STORM SEWER INTRODUCED um NATIVE LITTLE BLUESTEM WARM 8.4 20 BUNCHED NATIVE BLUE GRAMA WARM 3.0 20 BUNCHED NATIVE PUBESCENT WHEATGRASS COOL 21.8 20 SOD INTRODUCED FAIRWAY WHEATGRASS COOL 7.2 20 BUNCHED INTRODUCED 51.3 LBS /AC EROSION CONTROL AT INLETS & OUTLET STRUCTURES INCREASE SEED RATE BY 50 PERCENT A :SITE FOR AREAS SUBJECT TO HYDROSEEDING SPILLS- STORAGE SHALL MEET ALL APPLICABLE 1 IF SEED AVAILABLE ON THE MARKET DOES NOT MEET THE MINIMUM PURITY AND Burson OA Rd r 2000 south St > ro - GERMINATION PERCENTAGES SPECIFIED, THE SUBCONTRACTOR MUST LOCAL, STATE AND FEDERAL REGULATIONS. COMPENSATE FOR A LESSER PERCENTAGE OF PURITY OR GERMINATION BY FURNISHING SUFFICIENT ADDITIONAL.. SEED TO EQUAL THE SPECIFIED yl READJUST EROSION CONTROL. AT INLETS CONTRACTOR. 3, THE FORMULA USED FOR DETERMINING THE QUALITY OF PURE LIVE SEED (PLS) ¢' SHALL BE (POUNDS OF SEED).(PURTY).(GERMINAUON) = POUNDS OF PURE LIVE SEED (PLS). 3. MULCH A. ALL AREAS TO BE SEEDED SHALL BE MULCHED. HAY OR STRAW MULCH SHALL. r u W 3000 s , BE USED IN ALL LOCATIONS. AS NECESSARY BY A CONTRACT TRASH DISPOSAL. SERVICE, B. HAY OR STRAW MULCH. AFTER SEEDING HAS BEEN COMPLETED, A RATE OF �J J Of 4,000 LEIS OF HAY OR STRAW PER ACRE SHALL BE APPLIED UNIFORMLY, 1 3. SANITARY FACILITIES CRIMPED IN WITH A CRIMPER OR OTHER APPROVED EQUIPMENT. THE UNDERGROUND UTILITY SERVICE (WATER & SEWER) CONTRACTOR MAY ORDER THE EMPLOYMENT OF HAND CRIMPING OPERATIONS � _ ON SUCH AREAS WHERE EXCESSIVELY STEEP SLOPES OR CONFINED AREAS CONTRACTOR. FACILITIES TO BE CLEANED, EMPTIED AND MAINTAINED AS NECESSARY BY A CONTRACT WOULD CAUSE UNSATISFACTORY CRIMPING TO RESULT BY MECHANICAL W M ry1 METHODS, C. THE SEEDED AREA SHALT. BE MULCHED AND CRIMPED WITHIN 24 HOURS AFTER SEEDING, AREAS NOT MULCHED AND CRIMPED WITHIN 24 HOURS AFTER } F- PAVING SOIL EROSION & SEDIMENT CONTROL MEASURES TO BE IMPLEMENTED AS INDICATED ON THE STORM WATER EXPENSE PRIOR TO MULCHING AND CRIMPING. W 0. 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, m 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 MULCHES. PERMANENT EROSION CONTROL (LANDSCAPING) ; W Q Q 7 I;IVH IU AL-I bLJHCUULt. DUE IU A IUAL .IANI LUNJIRUI;IIUN 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 MEDIA RELEASED TO A. ALL BRANDS FURNISHED SHALL BE FREE FROM SUCH NOXIOUS SEEDS AS ENGINE OIL, FUEL, RUSSIAN OR CANADIAN THISTLE, COARSE FESCUE, EUROPEAN BINDWEED, 25 GALLONS JOHNSON GRASS AND LEAF SPURGE, APPLICATION, TO BE KEPT IN TRUCKS OR WITHIN B. THE SUBCONTRACTOR SHALL FURNISH TO THE CONTRACTOR A SIGNED BRAKE FLUID STATEMENT CERTIFYING THAT THE SEED FURNISHED IS FROM A LOT THAT HAS ag 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 The Blnma Rd W 1066 S ' _I 0 S 41 C. AREAS SUBJECT TO SEEDING WILL BE PLANTED BY DRILL SEEDING. ON SLOPES y in STEEPER THAN 5:1, WHERE ACCESS IS LIMITED, HYDRAULIC SEEDING WILL BE UTILIZED. ANTIFREEZE 2. MATERIALS 100 LBS. A. SEED STATE AND FEDERAL REGULATIONS. 1. SEED TYPE AND AMOUNT OF PURE LIVE SEED (PITS) REQUIRED PER ACRE SHALL BE BATTERY ACID DRILLED LEIS % BY SODDED/ NATIVE/ SEASON PLS /ACRE WT BUNCHED INTRODUCED SIDEOATS GRAMA WARM 10.9 20 BUNCHED NATIVE LITTLE BLUESTEM WARM 8.4 20 BUNCHED NATIVE BLUE GRAMA WARM 3.0 20 BUNCHED NATIVE PUBESCENT WHEATGRASS COOL 21.8 20 SOD INTRODUCED FAIRWAY WHEATGRASS COOL 7.2 20 BUNCHED INTRODUCED 51.3 LBS /AC SECONDARY CONTAINMENT WILL BE REQUIRED FOR INCREASE SEED RATE BY 50 PERCENT A :SITE FOR AREAS SUBJECT TO HYDROSEEDING SPILLS- STORAGE SHALL MEET ALL APPLICABLE 1 IF SEED AVAILABLE ON THE MARKET DOES NOT MEET THE MINIMUM PURITY AND Burson OA Rd r 2000 south St > ro - GERMINATION PERCENTAGES SPECIFIED, THE SUBCONTRACTOR MUST LOCAL, STATE AND FEDERAL REGULATIONS. COMPENSATE FOR A LESSER PERCENTAGE OF PURITY OR GERMINATION BY FURNISHING SUFFICIENT ADDITIONAL.. SEED TO EQUAL THE SPECIFIED yl PRODUCT THE TAGS FROM THE SEED MIXES MUST BE SUPPLED TO CONTRACTOR. 3, THE FORMULA USED FOR DETERMINING THE QUALITY OF PURE LIVE SEED (PLS) ¢' SHALL BE (POUNDS OF SEED).(PURTY).(GERMINAUON) = POUNDS OF PURE LIVE SEED (PLS). 3. MULCH A. ALL AREAS TO BE SEEDED SHALL BE MULCHED. HAY OR STRAW MULCH SHALL. r u W 3000 s , BE USED IN ALL LOCATIONS. AS NECESSARY BY A CONTRACT TRASH DISPOSAL. SERVICE, B. HAY OR STRAW MULCH. AFTER SEEDING HAS BEEN COMPLETED, A RATE OF �J J Of 4,000 LEIS OF HAY OR STRAW PER ACRE SHALL BE APPLIED UNIFORMLY, 1 3. SANITARY FACILITIES 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 CONTRACTOR. FACILITIES TO BE CLEANED, EMPTIED AND MAINTAINED AS NECESSARY BY A CONTRACT WOULD CAUSE UNSATISFACTORY CRIMPING TO RESULT BY MECHANICAL W M ry1 METHODS, C. THE SEEDED AREA SHALT. BE MULCHED AND CRIMPED WITHIN 24 HOURS AFTER SEEDING, AREAS NOT MULCHED AND CRIMPED WITHIN 24 HOURS AFTER } F- SEEDING MUST BE RESEEDED WITH THE SPECIFIED MIX AT THE CONTRACTOR'S SOIL EROSION & SEDIMENT CONTROL MEASURES TO BE IMPLEMENTED AS INDICATED ON THE STORM WATER EXPENSE PRIOR TO MULCHING AND CRIMPING. W 0. 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, m 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 MULCHES. IL SPILL PREVENTION PLAN 1. REPORT SPILLS IMMEDIATELY TO OWNER. 2. EMPLOYEES WILL NOT BE PUNISHED FOR REPAR W 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 QUAUTY 1 -208- 373 -0550 5. REPORTABLE QUANTITIES MATERIAL MEDIA RELEASED TO REPORTABLE: QUANTITY ENGINE OIL, FUEL, LAND 25 GALLONS HYDRAULIC & APPLICATION, TO BE KEPT IN TRUCKS OR WITHIN BRAKE FLUID � ag ENGINE OIL_, FUEL, WATER VISIBLE SHEEN HYDRAULIC & i A The Blnma Rd W 1066 S ' _I 0 S 41 BRAKE FLUID y in N ANTIFREEZE LAND 100 LBS. STATE AND FEDERAL REGULATIONS. (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 STATE AND FEDERAL REGULATIONS. 4, ANY TEMPORARY OR PERMANENT FACILITY DESIGNED AND CONSTRUCTED FOR THE CONVEYANCE OF WATER AROUND, THROUGH, OR FROM THE AND 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 AND DISTURBANCE GRADED AND STABILIZED WITH PERMANENT SOIL EROSION CONTROL MEASURES PURSUANT TO APPROVED PANS AND SPECIFICATIONS. 6. THE PERMLTEE 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 BF DIRECTED AT ANY TIME BY A LOCAL, STATE OR FEDERAL REPRESENTATIVE. CE0.0 VICINITY MAP NOT TO SCALE SHEET INDEX CEO.0 EROSION CONTROL AND STORMWATER MANAGEMENT NOTES CE0.1 EROSION CONTROL AND STORMWATER MANAGEMENT NOTES & DETAILS CE1.1 EROSION CONTROL PLAN POTENTIAL SOURCES OF POLLUTION . FERTILIZER e INSTRUCTIONS. NOT TO APPLIED PRIOR TO A Hexbarg tlana! W 440 S .._ Z 1 S"i Rerbary GtrImF""° Sf . - }" APPLICATION, TO BE KEPT IN TRUCKS OR WITHIN gg � ag INSTRUCTIONS. NOT TO BE APPLIED PRIOR TO A PRECIPITATION EVENT'. EXCEPT DURING i A The Blnma Rd W 1066 S ' _I 0 S 41 �'jy BUNS y in N USE 7 S D ACCORDING D MANUFACTURERS LA INSTRUCTIONS. DISPOSED OF ACCORDING TO O LOCAL, STATE AND FEDERAL REGULATIONS. 4. PAINTS, STAINS AND USED ACCORDING TO MANUFACTURER'S LABELED WOOD PRESERVATIVES W1600S ll.... 5 g b '. 1fi0 St 0 5. GLUE. ADHESIVES AND USED ACCORDING TO MANUFACTURER'S LABELED JOINT COMPOUNDS W 16293 „x� STRUCTURE, DISPOSED OF ACCORDING TO LOCAL, STATE AND FEDERAL REGULATIONS. 6. FUELS SECONDARY CONTAINMENT WILL BE REQUIRED FOR � A :SITE EXCESS CHEMICALS DISPOSED OF ACCORDING TO SPILLS- STORAGE SHALL MEET ALL APPLICABLE Burson OA Rd r 2000 south St > ro - LOCAL, STATE AND FEDERAL REGULATIONS. q 5 yl n I Cemetery Rd ¢' GENERAL CONTRACTOR. CONTAINERS TO BE EMPTIED , ^ r u W 3000 s , - AS NECESSARY BY A CONTRACT TRASH DISPOSAL. SERVICE, VICINITY MAP NOT TO SCALE SHEET INDEX CEO.0 EROSION CONTROL AND STORMWATER MANAGEMENT NOTES CE0.1 EROSION CONTROL AND STORMWATER MANAGEMENT NOTES & DETAILS CE1.1 EROSION CONTROL PLAN POTENTIAL SOURCES OF POLLUTION . FERTILIZER USED ACCORDING E TG MANUFACTURER'S LABELED INSTRUCTIONS. NOT TO APPLIED PRIOR TO A PRECIPITATION EVENT EXCEPT DURING AN AREA TO BE DESIGNATED BY THE GENERAL APPLICATION, TO BE KEPT IN TRUCKS OR WITHIN STORAGE FACILITIES. 2. PESTICIDES USED ACCORDING TO MANUFACTURER'S LABELED INSTRUCTIONS. NOT TO BE APPLIED PRIOR TO A PRECIPITATION EVENT'. EXCEPT DURING TOOLS" AND EQUIPMENT. RUNOFF CONTROL APPLICATION, TO BE KEPT IN TRUCKS OR WITHIN STORAGE FACILITIES, 3, SOLVENTS USE 7 S D ACCORDING D MANUFACTURERS LA INSTRUCTIONS. DISPOSED OF ACCORDING TO O LOCAL, STATE AND FEDERAL REGULATIONS. 4. PAINTS, STAINS AND USED ACCORDING TO MANUFACTURER'S LABELED WOOD PRESERVATIVES INSTRUCTIONS. MAY BE STORED INSIDE THE STRUCTURE. DISPOSED OF ACCORDING TO LOCAL, STATE AND FEDERAL REGULATIONS. 5. GLUE. ADHESIVES AND USED ACCORDING TO MANUFACTURER'S LABELED JOINT COMPOUNDS INSTRUCTIONS. MAY BE STORED INSIDE THE STRUCTURE, DISPOSED OF ACCORDING TO LOCAL, STATE AND FEDERAL REGULATIONS. 6. FUELS SECONDARY CONTAINMENT WILL BE REQUIRED FOR ONSITE FUEL STORAGE TO CONTAIN LEAKS AND EXCESS CHEMICALS DISPOSED OF ACCORDING TO SPILLS- STORAGE SHALL MEET ALL APPLICABLE STATE AND FEDERAL REGULATIONS, 7 _ GREASE AND OILS z o o g 0 O 0 0 ` m m s E N ° 'o a O v o i o T U c O to O Q o car P o _ n M�2 NZ Ojl j � E y „ 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, 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. i I. 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 GENERAL CONTRACTOR. CONTAINERS TO BE EMPTIED , ^ AS NECESSARY BY A CONTRACT TRASH DISPOSAL. SERVICE, �J J Of 1 3. SANITARY FACILITIES TO BE LOCATED ONSITE BY THE GENERAL W � _ CONTRACTOR. FACILITIES TO BE CLEANED, EMPTIED AND MAINTAINED AS NECESSARY BY A CONTRACT W M ry1 m m - SANITARY SERVICE. W } F- 14. SOIL EROSION & SEDIMENT SOIL EROSION & SEDIMENT CONTROL MEASURES TO BE IMPLEMENTED AS INDICATED ON THE STORM WATER W at x :) MANAGEMENT PLAN. -i N er- m IL ; W Q Q 7 AUGUST 20061 AND STORMWATER MANAGEMENT PLAN S Fow it .Fl NOTES: 1. BALES ARE TO BE PLACED 4 INCHES IN THE SOIL, TIGHTLY ABUTTING WITH NO GAPS, STAKED AND ENTIRE OUTSIDE PERIMETER OUND THE / —INLET 2. NOT RECOMMENDED FOR RECEIVING II (I CONCENTRATED FLOWS, SUCH AS STREETS OR HIGHWAY MEDIANS. SECTION A 1. SET POSTS & EXCAVATE A 4 ° x4 ° TRENCH UPSLOPE ALONG THE LINE OF POSTS. 2. ATTACH THE FILTER FABRIC TO THE POST AND EXTEND R INTO THE TRENCH. FILTER FABRIC 13ACKRUED TRENCH RUNOFF 4. EXTENSION OF FABRIC INTO TRENCH 3. BACKFILL AND COMPACT THE EXCAVATED SOIL. SILT FENCE DETAILS N TO SCA E STAKED AND ENTRENCHED STRAW ROLE STAKE. 2 STAKES PER BALE 2 STAKES PET SEDIMENT LADEN BINDING WIRE RUNOFF II ' I I I I OR TWINE TIGHT. ABVTT COMPACTED SOIL TO FILTERED RUNOFF PREVENT PIPING BALE FaN STRAW BALE BARRIER AT INLET DETAILS NOT TO SCALE 27 3 MIN. MIN. 1 , MIN. �.._...__ COMPACTED SOIL SECTION A -A BERM CONCRETE WASHOUT DETAI NOT TO SCALE COMPACTED SOIL 4.5 MIN EARTH DIKE DETAIL NOT TO SCALE 3 2 n i L O � o E a m 0 o m p, � O � � c On L h f3 a� as nu a z i J,E ol v ° ' �c2 o � ovx 1� W J Q � A O m O m W m z W 2 m n rn d i :7 • ]. • CEO.1 PLAN AT AREA INLET N.T.S. r ' I 3/4 -INCH GRAVEL 1/4 -INCH MESH OR BURLAP DETAIL N.T.S. NOTES I. SOCKS WILL BE USED UPGRADIENT OF INLET AND PERPENDICULAR TO FLOW. 2. NO LESS THAN TWO 10 -INCH DIA. SOCKS MUST BE USED IN SEQUENCE, SPACED NO MORE THAN FIVE FEET APART. 3. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES AS DIRECTED BY THE LOCAL JURISDICTION, GRAVEL SOCK DETAILS STORMWATER MANAGEMENT PLAN LEGEND ---- ---- --- - - - - 4852----- E OSTING CONTOUR University Blvd. ------ &— PROPOSED CONTOUR _STS= PROPOSED STORM SEWER PIPE (12' AND LARGER) _ STS 0 10 20 PROPOSED STORM SEWER PIPE (SMALLER THAN 12') SCALE: 1"=20' FLOW ARROW FF FINISHED FLOOR ELEVATION (:E> —x SILT FENCE VERIFY NEED FOR SILT FENCE ALONG NORTHERLY PROPERTY LINE WITH CITY, STRAW BALE BARRIER COUNTY AND/OR STATE INSPECTOR VEHICLE TRACKING CONTROL ---------------- ROCK SOCK / / ____ -% _ —_y X _ —X __._X - -X __X x ____X _.- _X - -._ -__ X ___ tz 0 x / / 1 � r _ .— _ x �EXIST A ION DITCH IN. IR IG T , L 6 A -96 55 1� 67 EARTH DIKE (IF REQUIRED) SOCKS WITH RO ------------- 55 7KS AFTER PA VIN G E S _G. . L' 2 0 If �12'STS R=1171,91' REPLACE WITH ROCK SOCKS AFTER PAVING' IS COMPLETE 52 LOT , \15A 52 I N FILTRATOR N 'ell LOT 6 VHC IJ -I ND QD RIDGE LINE Y ' / / U 0 0 INFILTRATOR r _w" 52 FF ;l f • J� ' /// / / -------------------- ----------------- --- R=570.0 X REPLACE WITH, K SOCKS E P AVI NG r / 4 ` ' / \ r IS COM PLETE r ssts_ ss �� // /�� /I �� {� 53 � � � / / / b (SF) /� -_ - J �� 1 � - - -- X" L f / / STS — — — — — — --- — — — — 48 SF 0 RIDGE LINE C:= Z) SF RIDGE LINE �RIDGE LINE Ld m 0 % Ptivate Access Dfiye ----------- m m Ld X 217.P0' 159.15' LLJ N81 376.15' ul uj VERIFY NEED FOR SILT FENCE ALONG BENCHMARK: TOP OF EK6nNG z > x I SOUTHERLY PROPERTY LINE WITH CITY, COUNTY AND/OR STATE INSPECTOR LE RIM. EL—ION 41153.M PROVIDE OPENING IN SI FENCE FOR VEHICLE ACCESS / !� I ,` `--� /�\ _ �\ / I � / / // Project No: A22 /�/ `�` I `i 1, \� Sheet S-1k 1 . = I AMERICINN PROPERTY Designed By: U-P EROSION CONTROL PLAN CE1. 1 / University Blvd. r N / / 27 0 10 20 28 SCALE. 1"-20' -- 16 W 32 - - -_X -- X - - X - _ --- XX__..X— X .___- 'X __ - X - __x __ -_ X___.__.._ X. .. _.. -_y _ ..X - - -- X...__._.. -X . .__. -X _ . _ _ _ L / � X _ 589'58'27 " _. _. "CMP - CAPPED LINE - S 899_58L27 "E 236.6 55'1 217.00" — — — �19.6T R= 50.00' / r EXISTING MH '` / tg RIM =51.43 51 n , \ / IV. =37.73 T / �— -CBI N \ INV. OUT =3].63 IN __---- SS-.._ 4 16 18 .- - o= 4'23b4 40 0 - 40 R= 879.95' RIM55280H M1. �_, 41 I NV. OUT-36. 2 P1 Q / P2 0. 44 i2 / C / Cez LOT BA 0 47 II (� \ 47 �P4 18 I L 8- o � 12 a 2g n LOT 6 % r 10 I 1 N 12 � ,1 �ilo� R 13 7 „!n 1 l l 13 T 48 30 N 10 a SS 24 COT 4/ 17 37 ! 45 / 33 ��1 /1 f / FF h 12 - 53.5 35 De 34 VE 22 JO Q= 17'19'33" 43 (D 38 (1 Q� L= 172.36' „ 26 a 0 R= 570.0' 0# J MH2 � 47 (� \ O ' " o O / P3--�g 40 L 3\ �'� / CB3 �\\ _ ( 25 as 13 13 21 45 y 17 - 47 17 i0 17 02 44 ® _-- .___._ 17 / 10 46 15 „ 5 Private Access Drive 11 . 217.00' ,- 159.15' N89'59'58 W \ 376.15' - - -� \ / 7 / I) , 7 STANDARD MH CONE SECTION AMERICINN PROPERTY i INFILTRATOR 4' 12" 0 INLET FROM CATCH BASIN. EXTEND / INTO INNER SEPARATOR RING / /� I / / -� 31 SET BOTTOM OF INFILTRATOR AT INVERT OF 12" PVC STD 4' 0 I MANHOLE 4 LF - , 2" PVC SDR 35 ® 1.00% GREASE & SOLID SEPARATOR MANHOLE DETAIL NOT TO SCALE SCHEDULE O APPLEBEE'S BUILDING �2 OUTDOOR SERVICE YARD WITH STORAGE & TRASH RECEPTACLES O POSSIBLE FUTURE 13' -0" X 4B' -O - ± BUILDING EXPANSION O INTERNALLY ILLUMINATED POLE SIGN, 24' HIGH MAXIMUM, 66 SF± /FACE O 6" CONCRETE SLAB REINFORCED W /FIBERMESH AT HANDICAP PARKING © 6 REINFORCED CONCRETE SLAB AT STORAGE/TRASH AREA ENTRANCE, CONTINUE REINFORCING FROM INSIDE TRASH ENCLOSURE 0 � EXISTING EDGE OF ASPHALT O EXISTING ASPHALT PAVING TO REMAIN O ASPHALT SAWCUT LINE. 2' MIN FROM PROPOSED LIP OF GUTTER OR AS INDICATED 10 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 SANTARY SEWER SERVICE UNF 21 CLEAN OUT WITH BRASS SCREW PLUG (TYP ALL) Q 2 WAY CLEAN OUT 23 1500 GALLON GREASE TRAP, VERIFY WITH ARCHITECTURAL DRAWINGS ® 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' WATER TAP AN TYPE K IRRIGATION DITCH GROSSING WITH WATER DITCH SC NE COORDINATE 29 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 ELECTRICAL SUPPLIER SERVICE TO PAD MOUNTED TRANSFORMER, VERIFY POINT OF SERVICE 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 3] 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) 4t GREASE AND SOLID SEPARAT MANHOLE. SEE STORM SEWER FIXTURE TABLE FOR INVERTS (TYP 2) 42 STORMTECH SC -740 RECHARGE:EL� TRATOR CHAMBER SYSTEM, 12 CHAMBERS, STORMTECH 1-503332-34 - 04 i 43 STORMTECH SC -740 RECHARGETRATOR CHAMBER SYSTEM, 8 CHAMBERS. STORMTECH 1- 503 -332 -3404 4 6 C 0 AL S 0 R IX 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 ® 15' WIDE EASEMENT (TYP 2) ® IRRIGATION SUPPLY LINE 49 EXISTING 10' WIDE UTILITY EASEMENT ® EXISTING TELEPHONE PEDESTAL 51 EXISTING SANITARY SEWER MANHOLE TO BE RAISED, SEE GRADING PLAN UTILITY LEGEND -00- - MANHOLE —RD— PROPOSED ROOF DRAIN — — VALVE - -- G - - EXISTING GAS LINE - W - - EXISTING WATER LINE — G — PROPOSED GAS LINE — W — PROPOSED WATER LINE - - UE - - EXISTING UNDERGROUND ELECTRICAL - IW - - PROPOSED IRRIGATION WATER LINE —UE — PROPOSED UNDERGROUND ELECTRICAL -- FL — PROPOSED FIRE LINE - -OE- - EXISTING OVERHEAD ELECTRICAL SS- - EXISTING SANITARY SEWER -- -0E - -- PROPOSED OVERHEAD ELECTRICAL SS— PROPOSED SANITARY SEWER - UT - - EXISTING UNDERGROUND TELEPHONE STS- - EXISTING STORM SEWER — UT - PROPOSED UNDERGROUND TELEPHONE STS -- PROPOSED STORM SEWER - T - EXISTING OVERHEAD TELEPHONE fO - EXISTING UNDERGROUND FIBER OPTIC TELEPHONE gTORM r,FWFR FIXTI IRF TART F PIPE /FITTING DESCRIPTION REMARKS CBI CITY OF REXBURG DROP INLET CATCH BASIN FL= 505 TOG- 50 4 PER STD SHEET 8 INV IN =46.6 F U J� NV OUT 46.4 P1 150 LF - 12 PVC SDR 35 0 0.60% CL CL C82 CITY OF REXBURG DROP INLET CATCH BASIN R= 51 5 TOG- PER STD SHEET 8 I NV -45 OUT=4 INV. OUT =45.3 P2 5 LF - 12" PVC SON 35 0 1.00% MHI 4' DIAMETER GREASE & SOLID SEPARATOR RIM =52.2 IN V. IN =45.25 MANHOLE. NV. TO INFILTRATOR = 45.25 C83 CITY OF REXBURG DROP INLET CATCH BASIN FL- 0.65 TOG =50.55 PER STD SHEET 8 IN =46.55 I NV. NV. OUT =46.35 P3 5 LF - 12" PVC SDR 35 0 1.00% MH2 4' DIAMETER GREASE & SOLID SEPARATOR RI4=51.4 MANHOLE. INV. IN-46.30 IN V. TO NFILTRATOR = 45.25 P4 85 LF - 6" PVC SDR 35 ® 1.00% C01 4" CLEAN OUT W /BRASS SCREW PLUG LID m 52.36 INV =47.45 P5 76 LF - 6" PVC SDR 35 0 1.40% 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 ® 1.40% CO3 4" CLEANOUT W /BRASS SCREW PLUG LID = 52.8 INV =4 .73 3 4�m 0 O Z OQ o ion 640; �C 4 V T vz oi a t; o� av: rn ¢ti u [riiiii6m;1 cull W CJ O¢ W x F U J� m w CL CL > x W Ey Q � h W [riiiii6m;1 cull / / / / ! X __ —X - -X _ —X __X X _..___X - - - X X - - -X X __. - -X -- X' -_ —X — _____X " - - X _ — X —' -X __.X - -.X —__._X _—X .___.X N 0 10 20 SCAL SCHEDULE I I I I r Oi SPILL CURB AND GUTTER, SEE SHEET CP5.1 I 1 I r / r / I r O3 MONOLITHIC CURB AND GUTTER, SEE SHEET CP5.1 3 Q O4 GUTTER TRANSITION FROM SPILL TO CATCH CURB, AT GUTTER AT INLETS OR TO � l CONCRETE SLAB AREAS AT HANDICAP PARKING OR AT STORAGE/TRASH AREA ENTRANCE vi m SCHEDULE 0 Oi SPILL CURB AND GUTTER, SEE SHEET CP5.1 O2 CATCH CURB AND GUTTER, SEE SHEET CP5.1 O3 MONOLITHIC CURB AND GUTTER, SEE SHEET CP5.1 3 O4 GUTTER TRANSITION FROM SPILL TO CATCH CURB, AT GUTTER AT INLETS OR TO m o CONCRETE SLAB AREAS AT HANDICAP PARKING OR AT STORAGE/TRASH AREA ENTRANCE vi m O5 2' WIDE CONCRETE CHANNEL, SEE SHEET CP5.1 © 2' WIDE CONCRETE PAN. SEE SHEET CP5.1 o O7 4" THICK CONCRETE SLAB WITH 03 BARS AT 18" O.C. BOTH WAYS. PROVIDE SAWCUT JOINTS WITH JOINT SEALER AS INDICATED. PROVIDE 1/2" PREFORMED EXPANSION JOINT S MATERIAL WITH A JOINT SEALER BETWEEN SLAB AND SIDEWALK, SEE SHEET CP5.1 O 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 CP51 O9 4" THICK CONCRETE SIDEWALK REINFORCED WITH FIBERMESH PER REINFORCING NOTE ON i SHEET CP5.1, PROVIDE TOOL JOINTS AT 5'i O.C_ PROVIDE 1/2 PREFORMED JOINT MATERIAL WITH A JOINT SEALER BETWEEN SIDEWALK AND BACK OF CURB, BUILDING, RAMPS OR OTHER ° AREAS WHEN APPROPRIATE ° 10 SIDEWALK RAMP (TYP 6). SEE SHEET CP5.1 AND CP5.2 u 11 DEPRESS SIDEWALK AT HANDICAP PARKING, 1:20 MAX SLOPE. PROVIDE 3/6' DEEP LL DUMMY GROOVES AT 12" O.C. $ ° 12 EXISTING ASPHALT PAVED PRIVATE ACCESS DRIVE Z n Z ° 13 ASPHALT SAWCUT LINE, 2' MIN FROM PROPOSED LIP OF GUTTER OR AS INDICATED O VI p 14 NEW ASPHALT PAVING, SEE SOIL REPORT FOR PAVING SECTIONS IN PARKING AREAS w o AND IN DRIVE AISLES a 15 CONCRETE CROSSWALK, SEE SHEET CP5.1 AND CP5.2 i6 18" x 10' REFLECTORIZED THERMOPLASTIC CROSSWALK BAR (TYP 3) Z 17 CURB OPENING, SEE "RAMP C, D, E. F AND CONCRETE CROSSWALK DETAIL ", SHEET CPS.2 18 ASPHALT PATCHRACK, 6" FULL DEPTH ASPHALT O r 19 6' WIDE DETACHED CONCRETE SIDEWALK ALONG UNIVERSITY BLVD. PER CITY OF REXBURG STANDARDS E o °� QO STORMWATER INFILTRATION CHAMBERS. TYPICAL 2 LOCATIONS p v o aa oo vo'P ^ 3 b w p oi" _x �a m" U�Z OIN �Eo �mm ^o � D !A V Q W -1 2 Wm mo m 9I J� w � CL La w CL d In rn CAUTION — NOTICE TO CONTRACTOR PAVING PUW 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 URUTY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL C P 1.1 LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD, REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. University Blvd. I NOTE: SEE GRADING PLAN FOR ADDITIONAL SPOT ELEVATIONS VARIES VARIES 51 61 FL TOP OF SIDEWALK FLOWLINE Ft LIP OF GUTTER WARNING DETAIL, SECTION A NOT TO SCALE RAMP A DETAILS PLAN SCALE: 1 " =5' RAMP B DETAILS PMT OF WRRi OF PART OF MIN ...................• ld SEE NOTE 2 • 4A' mm �TECTAaE WARNUIO FLOWLINE PM[L dl APPRdCD EQNLL 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 NOTE: SEE GRADING PLAN FOR ADDITIONAL SPOT ELEVATIONS 10' 7' 3' WARNING TOP OF SIDEWALK DETAIL, FLOWLINE 1 IFT 5% UP OF GUTTER SECTION B NOT TO SCALE 1/2" PREFORMED EXPANSION JOINT MATERIAL WHEN CURB 4" 1 112" ABUTS SIDEWALK OR OTHER PAVED SURFACE, FULL DEPTH OF ABUTTING OBJECT— 1 1/2 "R " 4 52.09 TC 51.59 FL Q FL 4 d �A 4.82'* "�' 2 R A TC 52.09 A 1 Q TSW 51.78 I 1/2" PREFORMED EXPANSION JOINT . -,_._. DETE1 MATERIAL WITH 6" PANE' JOINT SEALER THIS 51.7 TSW 52.2 � 52.2 TC 2'R FL &T; 51.89 TSW VARIABLE HEIGHT CURB, 51.8 FL TYPICAL BOTH SIDES PLAN SCALE: 1 " =5' I NOTE: SEE GRADING PLAN FOR ADDITIONAL SPOT ELEVATIONS VARIES VARIES 51 61 FL TOP OF SIDEWALK FLOWLINE Ft LIP OF GUTTER WARNING DETAIL, SECTION A NOT TO SCALE RAMP A DETAILS PLAN SCALE: 1 " =5' RAMP B DETAILS PMT OF WRRi OF PART OF MIN ...................• ld SEE NOTE 2 • 4A' mm �TECTAaE WARNUIO FLOWLINE PM[L dl APPRdCD EQNLL 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 NOTE: SEE GRADING PLAN FOR ADDITIONAL SPOT ELEVATIONS 10' 7' 3' WARNING TOP OF SIDEWALK DETAIL, FLOWLINE 1 IFT 5% UP OF GUTTER SECTION B NOT TO SCALE 1/2" PREFORMED EXPANSION JOINT MATERIAL WHEN CURB 4" 1 112" ABUTS SIDEWALK OR OTHER PAVED SURFACE, FULL DEPTH OF ABUTTING OBJECT— 1 1/2 "R " 4 "R 1 1 /2 Q FL 4 d �A SPILL CURB AND GUTTER W/V PAN PRIVATE 1/2" PREFORMED EXPANSION 1 " -6 "' EACH SIDE JOINT MATERIAL WHEN CURB 1 1/2" 6" BACKRUL PAVED SURFACE, FULL ABUTS SIDEWALK OR OTHER 4 !/2" 1'_p^ DEPTH Of ABUTTING OBJECT 1 1 /2 "R OVARIES R / SEE GRADING PLA - 1/2" PREFORMED EXPANSION 1 1/2 "R JOINT MATERIAL WHEN CURB ABU S SIDEWALK OR OTHER 7°/FT ,DIRECTION PAVED SURFACE. FULL FL ° DEPTH OF ABUTTING OBJECT d MONOLITHIC CURB AND GUTTER CATCH CURB AND GUTTER W /1' PAN PRIVATE O JOINT SE) CONE. PAVING STRUCTURE, CURB OR FORM 3/4" EXPANSION JOINT MATERIAL ISOLATION JOINT ASPHALT PAVING CONC. PAVING SPRAY CONCRETE W /TACK COAT ASPHALT /CONCRETE JOINT EIASTOMERIC FILL �( /8 MIN. a CONCRETE PAVING BACKER ROD SAWCUT JOINT DETAIL NOT TO SCALE 5 PER GRADING CONCRETE PAVING PUN CONCRETE CROSSWALK DETAIL NOT TO SCALE L O � 4 E n' °cn R'o a' °se S.0 c o00 /8.R 3 C c a y n n H rn CONC. PAVING CQ 811 n.4 Q � TOOL JOINT DETAIL NOT TO SCALE ASPHALT PAVING AND BASE COURSE, SEE GEOTECHNICAL REPORT FOR THICKNESS �J �mm N ���������� %�� -��� V o w o SEE GEOTECHNICAL REPORT FOR SUBGRADE REQUIREMENTS ASPHALT PAVING SECTION 2' -0" OR AS NOTED ON GRADING PLAN V-0 1' -0" 6 6° r._ TTF 3" CUR 4 3" CUR 6 x 6 - WIA W1.4 Al WW' CONCRETE CHANNEL DETAIL 2' CONCRETE PAN DETAIL a NOT TO SCALE NOT TO SCALE W� oa UJ Co m o W x a / �� � m w Q Q M- 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 ACT -318, LATEST EDITION. Project No: A227 6. SUPPORT AND ANCHORAGE OF THE REINFORCEMENT IS THE CONTRACTOR'S Sheet Scale: RESPONSIBILITY AND SHALL CONFORM TO ACI -318, LATEST EDITION. FULL 7. AIR - ENTRAINED CONCRETE SHALL BE USED FOR STRUCTURES EXPOSED TO Designed By: LLP FREEZING AND THAWING, SURFACES REQUIRING GOOD WEARING CHARACTERISTICS Drawn B AND ALL FLAT WORK. y: CEF 8, ALL EXPOSED EDGES SHALL BE TOOLED. Date: AUGUST 2006 9. PAVEMENT SECTIONS SHALL ADHERE TO RECOMMENDATIONS MADE IN THE Disk File: A227 CP5.1 -DETS SOILS REPORT. `M,,^ DU AILS CONCRETE SAWCUTS MUST BE MADE AS SOON AS CONCRETE SETS, IN NO PAVING DETAILS 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: ABERMESH (MANUFACTURED BY FIBERMESH, CHATTANOOGA TENNESSEE). APPLY AT 1.5 POUNDS PER CU. YD. OF CONCRETE. SUBSTITUTIONS MUST BE APPROVED BY THE C P 5.1 ENGINEER PRIOR TO USE. �■ 6 5' -6" MIN 6" .3 s_ 1 -1/2" R 6 1/4" LIP ® FLOWLINE SECTION A —A ANDING i SECTION B -B RAMP F DETAILS NOT TO SCALE ISOMETRIC VIEW U r oa ma O � I E :! __E'ouoo _ o a¢v�' ' 1 18 x 10' REFLECTORIZED THERMOPLASTIC CROSSWALK BAR (lYP 3) 1 NOTE: ALL ELEVATIONS SHOWN ARE UNLESS OR TOP OF ASPHALT PAVING UNLESS NOTED AS TOP OF SIDEWALK (TSW) DETECTABLE WARNING MATCH EXISTING GRADE EXISTING GRADE ASPHALT SAWCLI7 LINE 2' FROM LIP OF GUTTER OR CROSSWALK. PROVIDE 6" FULL DEPTH ASPHALT PAVEMENT MATCH EXISTING GRADE, TYPICAL PROVIDE 1/2" PREFORMED EXPANSION JOINT MATERIAL TYPICAL BOTH SIDES OF RAMP -SEE RAMP F DETAILS, THIS SHEET VARIABLE HEIGHT CURB '' ^^ V) V O Q L.LJ 2 Wm m mo S o J W m GENERAL NOTES > C =) w 4 � 1. AVOID PLACING DRAINAGE STRUCTURES, TRAFFIC � O� V a SIGNAL EDUIPMENT, JUNCTION BOXES OR OTHER S p OBSTRUCTIONS IN FRONT OF RAMP ACCESS AREAS. 2. RAMP SLOPES SHALL NOT BE STEEPER THAN o - 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. INS HALL BE DONE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 0 o oo 00Q o on C7id o P U r oa ma O � I E :! __E'ouoo _ o a¢v�' ' 1 18 x 10' REFLECTORIZED THERMOPLASTIC CROSSWALK BAR (lYP 3) 1 NOTE: ALL ELEVATIONS SHOWN ARE UNLESS OR TOP OF ASPHALT PAVING UNLESS NOTED AS TOP OF SIDEWALK (TSW) DETECTABLE WARNING MATCH EXISTING GRADE EXISTING GRADE ASPHALT SAWCLI7 LINE 2' FROM LIP OF GUTTER OR CROSSWALK. PROVIDE 6" FULL DEPTH ASPHALT PAVEMENT MATCH EXISTING GRADE, TYPICAL PROVIDE 1/2" PREFORMED EXPANSION JOINT MATERIAL TYPICAL BOTH SIDES OF RAMP -SEE RAMP F DETAILS, THIS SHEET VARIABLE HEIGHT CURB '' ^^ V) V O Q L.LJ 2 Wm m mo X J W m C� > C =) w 4 � � O� Scale: PAVING DETAILS CP5.2 i 5' _ --1 DETECTABLE WARNING LAYOUT PLAN RAMP C, D, E, F AND CONCRETE CROSSWALK DETAILS NOT TO SCALE N BOTANIC NAME COMMON NAME S SP QUANTITY REMARKS /DETAI ARM Juniperus him—i. 'Armstrong' Armstrong Juniper 1 Per plan 0 tO 20 Red Volerion TREES Junip harm tofs 'Y Juniperus sob - d SCALE: 1 " =20' 5 gallon 5 gallon Per plan Per plop 76 31 Coreo verV611ala 'Zagreb' FGA Fm inus 69ra 'Fall Gold' Pawnee Buttes Sand Cherry 7 Per plan /r Per plop 3 B &B / STEEL LOGING– i Black Hills Spruc �I 6' high \ University B /vd. GRASS SOD /___ X ____- Y _.. "X X__ _. x ._..._ Y - _ . ___ N -;( _ -_. k - ____.. X ___ – y - __X _.__ -„ _______ –X _... .__.__.X _.. ____X - - - -k --- ---X _— _ - "CHIP IRRIGATION CONCEPT MULCHES 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 D.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. 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 SHALT. BE EQUIVALENT TO 'CENTURY" OR 'DEEP –ROOT" 24" DEEP PANELS. BARRIERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO HARDSCAPE, INSTALL PANELS PER MANUFACTURERS RECOMMENDATIONS. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL avini .Lem 01: in, i SYMBOL BOTANIC NAME COMMON NAME S SP QUANTITY REMARKS /DETAI ARM Juniperus him—i. 'Armstrong' Armstrong Juniper 5 gallon Per plan 55 Red Volerion TREES Junip harm tofs 'Y Juniperus sob - d Youngstown Juniper Broadmoor Juniper 5 gallon 5 gallon Per plan Per plop 76 31 Coreo verV611ala 'Zagreb' FGA Fm inus 69ra 'Fall Gold' Pawnee Buttes Sand Cherry Fall Gold Ash Per plan 2 caliper Per plop 3 B &B BHS Picea glauca bensatd Par plan Black Hills Spruc Legacy Buffalograss 6' high Per plan 3 B &B ECA Ouercus m carpo PREVAILING WINDS Borr Oak 2' caliper Par plan 2 B &B SCALE NOT TO SCALE Total 8 FILE Aronio melanocarpa 'Iroquois Beauty' Dwarf Black Chokeberry 5 gallon Per plan 61 ROOTBALL DIA____ ARM Juniperus him—i. 'Armstrong' Armstrong Juniper 5 gallon Per plan 55 Red Volerion AND HRO Junip harm tofs 'Y Juniperus sob - d Youngstown Juniper Broadmoor Juniper 5 gallon 5 gallon Per plan Per plop 76 31 Coreo verV611ala 'Zagreb' PBS Prunus bessey Pa a Buttes' Pawnee Buttes Sand Cherry 5 gallon Per plan 25 AFTER TREE 15 SET IN HOLE, REMOVE ALL NYLON TIES, FRA Rhus o m b- Fragrant Sumac 5 gallon Par plan 6 Legacy Buffalograss VMO Viburnum codes, KoreonsDice Vburnum 5 gallon Per plan 12 PREVAILING WINDS PLANTING NOTES 1, PLANT QUANTITIES SHOWN ON LEGENDS ARE FOR GENERAL INFORMAnON. 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 SMALL 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 UST 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 RACKFILL 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 RECOMMENOAl1ONS, 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 LEIS PER 1,000 SF, AGRICULTURAL GYPSUM – 100 LBS PER 1,000 S.F. T REES. P N IA 'KFI ONLY: 6 PARTS BY VOLUME ON –SITE SOIL 2 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT 10 LBS. 12 -12 -12 FERTILIZER PER CUND. 10 LBS. AGRICULTURAL GYPSUM PER CU.YD. 2 LBS, IRON SULPHATE PER GUYS, 8, ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE LANDSCAPE ARCHITECT PRIOR TO PANTING 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 8E 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 AWE, 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 EXPOSE D 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 HARDSCAE AND AS PER THE ROOT BARRIER DETAIL ON THESE PLANS. INSTALL PANELS PER MANUFACTURER'S RECOMMENDATIONS. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT HARRIERS 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. J TREE CANOPY. NYLON TREE STRAPS AT ENDS OF WIRES – SECORE TO STAKE OR DEADMAN WITH NAILS. O 12 GAUGE GALVANIZED WIRE. SECURE TO TRUNK JUST ABOVE LOWEST MAJOR BRANCHES. 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. O PRESSURE – TREATED WOOD DEADMAN, TWO PER TREE (MIN.). BURY OUTSIDE OF PLANTING PIT AND 18' MIN. INTO UNDISTURBED SOIL, O TRUNK FLARE. © MULCH, TYPE AND DEPTH PER PLANS. DO NOT PLACE MULCH WITHIN 6' OF TRUNK. ( FINISH GRADE. 10 ROOT BALL. 11 BACKFILL. AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS. 12 UNDISTURBED NATIVE SOIL. 13 4" HIGH EARTHEN WATERING BASIN. Total 266 PERENNKS MID OR"ENIAL GRASSES ROOTBALL DIA____ I. SCARIFY SIDES OF PLANTING PIT PRIOR TO SETTING TREE. VAR Centranthus rube, Red Volerion STAKING EXAMPLES PLAN VIEW 1 gallon per P Ion 34 UNDISTURBED SOIL, AND THE ROOT FLARE IS 3 " -5" ABOVE FINISH GRADE. COZ Coreo verV611ala 'Zagreb' 3. CUT OFF BOTTOM 1/3 OF WIRE BASKET BEFORE PLACING Zagreb Tick seed 1 gol!on Per plan 20 AFTER TREE 15 SET IN HOLE, REMOVE ALL NYLON TIES, NATIVE SOD . �O TWINE, ROPE AND OTHER PACKING MATERIAL REMOVE AS N USED Buchloe tlaciyloides 'Legacy' Legacy Buffalograss Sod – – – 1,519 st PLANTING NOTES 1, PLANT QUANTITIES SHOWN ON LEGENDS ARE FOR GENERAL INFORMAnON. 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 SMALL 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 UST 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 RACKFILL 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 RECOMMENOAl1ONS, 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 LEIS PER 1,000 SF, AGRICULTURAL GYPSUM – 100 LBS PER 1,000 S.F. T REES. P N IA 'KFI ONLY: 6 PARTS BY VOLUME ON –SITE SOIL 2 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT 10 LBS. 12 -12 -12 FERTILIZER PER CUND. 10 LBS. AGRICULTURAL GYPSUM PER CU.YD. 2 LBS, IRON SULPHATE PER GUYS, 8, ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE LANDSCAPE ARCHITECT PRIOR TO PANTING 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 8E 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 AWE, 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 EXPOSE D 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 HARDSCAE AND AS PER THE ROOT BARRIER DETAIL ON THESE PLANS. INSTALL PANELS PER MANUFACTURER'S RECOMMENDATIONS. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT HARRIERS 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. J TREE CANOPY. NYLON TREE STRAPS AT ENDS OF WIRES – SECORE TO STAKE OR DEADMAN WITH NAILS. O 12 GAUGE GALVANIZED WIRE. SECURE TO TRUNK JUST ABOVE LOWEST MAJOR BRANCHES. 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. O PRESSURE – TREATED WOOD DEADMAN, TWO PER TREE (MIN.). BURY OUTSIDE OF PLANTING PIT AND 18' MIN. INTO UNDISTURBED SOIL, O TRUNK FLARE. © MULCH, TYPE AND DEPTH PER PLANS. DO NOT PLACE MULCH WITHIN 6' OF TRUNK. ( FINISH GRADE. 10 ROOT BALL. 11 BACKFILL. AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS. 12 UNDISTURBED NATIVE SOIL. 13 4" HIGH EARTHEN WATERING BASIN. PLANTING DETAI SCALE: NOT TO SCALE (D SHRUB, PERENNIAL. OR ORNAMENTAL GRASS. 02 MULCH. TYPE AND DEPTH PER PLANS. DO NOT PLACE MULCH WITHIN 6" OF PLANT CENTER. 0 FINISH GRACE. V ROOT BALL. O BACKFILL. AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS. UNDISTURBED NATIVE SOIL. 3" HIGH EARTHEN WATERING BASIN. T a U a O Z O L m c ° C N d Oros =2 a T(1 c o_Oo N Q °ono ~ 3h. �Jd A o ° a� � w0'G n LLB L O Q l W m p X ? c� i LwZ) E > w Q F_ _w Q to (\ 01 2006 LANDSCAPE PLAN L1.1 N OTES __ 3 % ROOTBALL DIA____ I. 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 STAKING EXAMPLES PLAN VIEW SHALL. BE SUCH THAT THE ROOTBALL RESTS ON UNDISTURBED SOIL, AND THE ROOT FLARE IS 3 " -5" ABOVE FINISH GRADE. 1J 3. CUT OFF BOTTOM 1/3 OF WIRE BASKET BEFORE PLACING TREE IN HOLE, CUT OFF AND REMOVE REMAINDER OF BASKET �_..�.. .. _..___• 1 . AFTER TREE 15 SET IN HOLE, REMOVE ALL NYLON TIES, . �O TWINE, ROPE AND OTHER PACKING MATERIAL REMOVE AS N USED 4. T TREE WRAP IS NOT TO BE ON ANY NEW PLANTINGS, EXCEPT IN LATE FALL PLANTING SITUATIONS, AND ONLY THEN AFTER CONSULTATION WITH THE LANDSCAPE ARCHITECT. PREVAILING WINDS PREVAILING WINDS 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 � TREE PLANTING DEADMEN (AS APPROPRIATE), SPACED EVENLY AROUND TREE. SCALE NOT TO SCALE PLANTING DETAI SCALE: NOT TO SCALE (D SHRUB, PERENNIAL. OR ORNAMENTAL GRASS. 02 MULCH. TYPE AND DEPTH PER PLANS. DO NOT PLACE MULCH WITHIN 6" OF PLANT CENTER. 0 FINISH GRACE. V ROOT BALL. O BACKFILL. AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS. UNDISTURBED NATIVE SOIL. 3" HIGH EARTHEN WATERING BASIN. T a U a O Z O L m c ° C N d Oros =2 a T(1 c o_Oo N Q °ono ~ 3h. �Jd A o ° a� � w0'G n LLB L O Q l W m p X ? c� i LwZ) E > w Q F_ _w Q to (\ 01 2006 LANDSCAPE PLAN L1.1 W Q D Z Q ID X m 0 A PART OF THE SOUTHWEST QUARTER OF SECTION 36, TOWNSHIP B NORTH, Wm RANGE 7 39 EAST OF OF 7 THE 4 OF 7 BOISE 5 MERIDIAN, 7 LIGHTING PLAN 6 TOWN OF BUILDING ELEVATIONS REXBURG, OF 7 COUNTY 0.139 OF MADISON, TOTAL AREA STATE BUILDING COVERAGE: OF % OF TOTAL SITE AREA IDAHO 5,390 SF 11.11% ENTRY FEATURE: Z 0 W i�M = RCI REALTY, LLC 400 INTERSTATE NORTH PARKWAY SUITE 1200 ATLANTA, GA. 30339 (770) 951 -0586 ATTN: STEVE GROVE ENGINEER /PLANNER GALLOWAY, ROMERO & ASSOCIATES 5350 DTC PARKWAY GREENWOOD VILLAGE, CO 80111 PHONE: (303) 770 -8884 FAX: (303) 770 -3636 ATTN: LARRY L. PARKER DATE OF PREPARATION JULY 7, 2006 LEGAL DESCRIPTION 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 S69'04'57 "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. SITE ADDRESS 975 UNIVERSITY BOULEVARD REXBURG, ID 83440 COVER SHEET 1 OF 7 SITE PLAN 2 OF 7 GRADING PLAN 3 OF 7 UTILITY PLAN 4 OF 7 LANDSCAPE PLAN 5 OF 7 LIGHTING PLAN 6 OF 7 BUILDING ELEVATIONS 7 OF 7 - Burton 00 Rd. rk� 11 r- a W c tri Ikin ' Dr _ 45 S 11° 6d S��' Q S St..,, 118 {' . A% SITE VICINITY MAP NOT TO SCALE �► G ► •:1,I' SL ZONING N 440 S Rexburg Cdn121 USE: _ RESTAURANT PROJECT AREA h S.F. 1.114 ACRES BUILDING HEIGHT: i MAIN BUILDING ' V j006 4 ENTRY FEATURE W 15 00 S ' 1600' C W 1929 S - Burton 00 Rd. rk� 11 r- a W c tri Ikin ' Dr _ 45 S 11° 6d S��' Q S St..,, 118 {' . A% SITE VICINITY MAP NOT TO SCALE �► G ► •:1,I' SL ZONING COMMUNITY BUSINESS CENTER (CBC) USE: RESTAURANT PROJECT AREA 48,527 S.F. 1.114 ACRES BUILDING HEIGHT: i a. MAIN BUILDING 06 2 c0 18' -9 1/2"± ENTRY FEATURE 22' -1 1/2 "t NUMBER OF STORIES: �Q N ° Loci 1 FLOOR AREA: O MAIN BUILDING CDoft °� U O :3._,h 5,325 SF FLOOR AREA RATIO: 0.139 GROUND COVERAGE: TOTAL AREA 48,527 SF BUILDING COVERAGE: % OF TOTAL SITE AREA MAIN RESTAURANT: 5,390 SF 11.11% ENTRY FEATURE: 99 SF 0.20% SERVICE YARD: 714 SF 1.47% TOTAL BUILDING: 6,203 SF TOTAL 12.78% LANDSCAPING* 13,395 SF 27.60% COMMON ACCESS DRIVES 7,653 SF 15.77% PARKING & DRIVE AISLES: 18,222 SF 37.55% SIDEWALKS & MISC.: 3.054 SF 6.30% * PA :KING 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 C LL LL C X LL C F- C z ' ,..��' °" of /' ►' \ tip} C4 � �akl a a 0 0 a i OD rn o C 'a o 0 (L 2 c o ti o0 0 C.: s o00 Qr o - � 8 U 0 M W c : - p M 0 —, X C 10 C FV- l0 C W W = mm WX 1W C Q Q 8 0 0 Q m 0 � � Wm W m A227 Sheet Scale: Designed By: LLP Drawn By: CJ M Date: JULY, 2006 Disk File: A227_P_01_Covr C!IL� ft 31 SCALE: NOT TO SCALE 1 of 7 COLOR: PMS —SS3C GREEN PRE — FABRICATED OR PER OWNERS INSTRUCTION POWDER — COATED I STEEL RACK 42 1/2" 18" 36" SURFACE MOUNT INVERTED U BICYCLE RACK DETAI SCALE: NOT TO SCALE FREESTANDING PO SI GN 0 U m Y a ° i a. ( 06 2 c0 m V � 9 _fF UHZ C, J — r7 U8) � J O �Q N ° Loci QQ W 0''N 0) c v O CDoft °� U O :3._,h rYQ -, (n Qv C W W = mm WX 1W C Q Q 8 0 0 Q m 0 � � Wm W m A227 Sheet Scale: Designed By: LLP Drawn By: CJ M Date: JULY, 2006 Disk File: A227_P_01_Covr C!IL� ft 31 SCALE: NOT TO SCALE 1 of 7 COLOR: PMS —SS3C GREEN PRE — FABRICATED OR PER OWNERS INSTRUCTION POWDER — COATED I STEEL RACK 42 1/2" 18" 36" SURFACE MOUNT INVERTED U BICYCLE RACK DETAI SCALE: NOT TO SCALE FREESTANDING PO SI GN / / / / - - - - - -- - - 30 "CMP / / ,COQ 52 �0 1 5' 33 N I I AMERICINN PROPERTY University Blvd. SNOW STORAGE CALCULATIONS 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 SCHEDULE U APPLEBEE'S BUILDING O2 ARCHITECTURAL ENTRY FEATURE O3 OUTDOOR SERVICE YARD WITH STORAGE & TRASH RECEPTACLES 0 BUILDING AWNING (TYP ALL) O5 POSSIBLE FUTURE 13' -0" X 48' -0 "± BUILDING EXPANSION 0 10 20 O "CARSIDE TO GO" ENTRANCE 6 1 O SCALE: 1"=20' WALL SIGN - "APPLEBEE'S" LOGO SIGN, (11' -0" X 6'-l") 47.28 SF O WALL SIGN - "APPLEBEE'S" LOGO SIGN, (8' -10" X 4'- 10.5 ") 30.0 SF (TYP. 3) O WALL SIGN - "CARSIDE TO GO" SIGN, 9.94 SF 10 INTERNALLY ILLUMINATED POLE 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 SPACE (TYP. 60) 14 9' X 18' TO GO PARKING SPACE WITH "TO GO" SIGNAGE (TYP 4) 15 WHEEL STOP (TYP. 3) -X X r 16 4" CONCRETE SLAB REINFORCED W /FIBERMESH AT HANDICAP PARKING 17 6" REINFORCED CONCRETE SLAB AT STORAGE /TRASH AREA ENTRANCE. - - - - - 30 "CMP - - - - - CONTINUE REINFORCING FROM INSIDE TRASH ENCLOSURE 18 EXISTING EDGE OF ASPHALT A =96'55'1 1 g EXISTING ASPHALT PAVING TO REMAIN L= 84.58' " '�•. R= 50.00 20 ASPHALT SAWCUT LINE, 2' MIN FROM PROPOSED LIP OF GUTTER OR AS INDICATED ♦ 21 NEW ASPHALT PAVING, REFER TO GEOTECHNICAL REPORT FOR SECTION EXISTING CURB & GUTTER TO REMAIN J _ _ -Ss-- 23 6" VERTICAL CURB & GUTTER W /1' PAN 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 EXISTING 5' SIDEWALK ALONG GOLDEN BEAUTY DRIVE / / 28 EXISTING WIRE FENCE TO REMAIN (TYP 2) / 29 EXISTING IRRIGATION DITCH EXISTING 24' WIDE± ACCESS DRIVE TO REMAIN r / EXISTING CURB CUT TO REMAIN SITE LIGHT, 25' HIGH MAX. (TYP ALL) r / / 33 LANDSCAPE AREA EXISTING SANITARY SEWER MAIN 35 NEW SANITARY SEWER TAP & SERVICE LINES, SEE UTILITY PLAN / 36 4" CLEAN OUT (TYP ALL) 1500 GALLON± GREASE TRAP EXISTING 16" WATER MAIN EXISTING FIRE HYDRANT (TYP 2) / 2" WATER TAP, 2" METER & BARREL, 2" TYPE K CU WATER SERVICE TO MECHANICAL ROOM PRIMARY ELECTRICAL SERVICE TO PAD MOUNTED TRANSFORMER, VERIFY POINT OF SERVICE WITH SUPPLIER PAD MOUNTED TRANSFORMER SECONDARY ELECTRICAL SERVICE TO ELECTRICAL PANELS 19'33" / / O�� / 44 NATURAL GAS SERVICE LINE, VERIFY POINT OF SERVICE WITH SUPPLIER 2.36' / / / / 45 GAS METER 0.0' 2 - 4 "0 SCHEDULE 40 PVC UNDERGROUND CONDUIT FOR TELEPHONE SERVICE, VERIFY POINT OF SERVICE WITH SUPPLIER SPECIAL AREA INLET INSIDE ROOFED STORAGE /TRASH ENCLOSURE AREA 30' X 30' SIGHT TRIANGLE 27 / , / c � / // 49 SNOW STORAGE AREA "A" (SHADED), 855 SF SNOW STORAGE AREA "B" (SHADED), 1565 SF CATCH BASIN & OUTFALL LATERAL, SEE UTILITY PLAN (TYP. 3) 22 / 52 GREASE & SOLID SEPARATOR MANHOLE AND STORMTECH INFILTRATOR CHAMBER, SEE UTILITY PLAN (TYP. 3) /J OUTFALL LATERAL FOR ROOF DRAIN, SEE UTILITY PLAN IRRIGATION SUPPLY LINE EXISTING 24' WIDE ACCESS /EGRESS /UTILITY EASEMENT EXISTING 15' WIDE EASEMENT (TYP 2) SIDEWALK RAMP WITH DETECTABLE WARNING PANEL (TYP 6) EXISTING 10' WIDE UTILITY EASEMENT ry 59 EXISTING TELEPHONE PEDESTAL EXISTING SANITARY SEWER MANHOLE TO BE RAISED, SEE GRADING PLAN / 61 31 PROPOSED 6" THICK x 5' WIDE CONCRETE CROSSWALK / / / 62 BENCH (TYP 4) NOTES: / BENCH RK: TOP O EXISTING 1. FIRE LANE SIGNAGE IS REQUIRED IN FRONT OF THE BUILDING. GENERAL CONTRACTOR TO COORDINATE WITH MANH RIM, ELEVATION = 4853.38 CITY OF REXBURG FIRE DEPARTMENT. i // 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. w E-- 0 z 3�- <m 0 W w Co 0 z O L w o: 6 z 0 0 v s co o m o C 'a c p C p a vaM to C M C p� �. 00 a 0 Y °�� a j ^n °'�o v w p rn Lo v M N— X (7 ° In 03 0 O U --J O O vv �a' X151 �J p J 3 o pp � g v V�-, J O_ o C ; M z co m It O Opp LO Ln J O 0 04 - EXISTING UNDERGROUND FIBER OPTIC TELEPHONE C7 O / < Ofi LLJ o O � — 00� o C) O :1 O� Q 't U) 03 0 Q W I W D --J O IM m m o W X W V�-, — a� 0. W >x D m It Q Q Ln - - FO - - EXISTING UNDERGROUND FIBER OPTIC TELEPHONE / / UTILITY LEGEND Project No: / Sheet Scale: MANHOLE — — UE — — EXISTING UNDERGROUND ELECTRICAL / Designed By: -0e- VALVE UE PROPOSED UNDERGROUND ELECTRICAL / Drawn By: / — — W — — EXISTING WATER LINE — —OE— — EXISTING OVERHEAD ELECTRICAL Date: / 39 W PROPOSED WATER LINE OE PROPOSED OVERHEAD ELECTRICAL Disk File: JUN \ A227_P_ / - - IW - - PROPOSED IRRIGATION WATER LINE - - UT - - EXISTING UNDERGROUND TELEPHONE c / FL PROPOSED FIRE LINE UT PROPOSED SITE PLAN / A227 1 " =20' LLP CEF 2006 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 �1 NUMBER OF PARKING SPACES RD PROPOSED ROOF DRAIN - - G - - EXISTING GAS LINE 2 of 7 G PROPOSED GAS LINE / / / A 4854.17 4854.22 4854.32 / I x x x A x x- x x- O / 4853.17 48$3.81 - EXISTING SANITARY IRRIGATION DITCH SEWER MANHOLE. 1 / RIM = 51.43 j e - RAISE TO 55.2 1 j 4853.96 485 p ' 4852.99 4851.85 53 _ ` 989`58'27 " €- -- TOP OF MI 4852.82 BERM - / 4852.67 55.2 / 4851.01 ----- - - - - -- - 55 ! 4851.99 /! / �! O / p / L 31.5 51.6 _ -� .. �-- ,. , 12 "STS 4852.32 /^ OG /51.4 �Q HP 1.95 52.1 / 52 LOT \15A , / 53.4 TC ° 52.28 Q 8551 / °$ PROVIDE 2' CURB 8851.45 52.9 FL 53.4 4850.74 53.0 TC HEAD TAPER DOWN 52.9 FL`s 52.5 FL i 1 TOP OF SIDEWALK / =a 0/ TC 52.85 �� - - -- - - - -- / FL 52.5 � � 0 0 0 o U 0 HP 52.0 TC 53.02 p o 0 4 851.41" FL 52.61 8851.92/`7 «i N / VHC 53.3 53.2 " Ill C &TSW 53.05 RIDGE LINE TC 53.3 0 / \L,TC &TSW FL 52.8 /1 53.45 4851.60 /r ° \ / 4851.55 485 4852.30 853.1b / / 4851.34 lop ! / / (b 4851.0 2 4852.3 o ; 52 FF Ov 53 - / ! '40 TC 52.7 - -- 4851------ - - - -- , FL 52.2 4850.93 480.59 LP / a . 3.01 (0 1 50.65 FL 52.25 ` 4550.85 /850.9 .55 TOG 52.5 // 53.12 Y \ 51. \�� - // 8 STS 51.65 53 53.4 52.72 X,, =`; k852.43 52.60 / / / 51.1 51.65 P &2' CO ° 51.75 4e50.87 51.95 /! % as�j/ 51 4 .60 863 T - - - - -- -- - - - -- - -- - -- TOP OF CURB '3 -- X4 51. 3 852.03 - - -- - - -- 52- - - - - - 8852.55 6 "STS 15 2.7E -- 4852.98 4851. / 51.53 51.57 52.04 -_ F' RIDGE LINE HP -_ ASPHALT SAWCUT LINE" RIDGE LINE / ME 4852 -- ____ --- P /7 vote Access Drive 4850.92 4851.60 t5p.35 21 _ - z1 88. N8d'59'58 "W I I I - 17B 1 S' % - - - - - -- UNVOI - si y Blvd. x x x -- - - -x x x x x x _ _x x _x _x x x TOP OF - A- .B ERM - 4854.36 " 4853.86 P 54..5 4854.38 4855..75 �� p�� F -4854---------- -- .- --- -� -6 .--- - - - - -- 4853 - - -_ ].8q 58. ' 2_J " �� IC - - - -- 4851.51 r r - - - - -- __ �� p r r r w r ' ------------ - - - - -- 4852 - - -- -- 1 6 Z� -$--. ------- - - - - -- 4851.68 ° o__ l x850.99 4851.19 3 52 _47F / D= 4'23'04" L= 67.33' \\ 48 . 3 / 4850.6 4851. \ / 4850.66 79 \ TOC 4852.81 \ � \ 4852.61 TOC 4850.45 4851. 7 \ / / 4852.47 / 37 anFn t� mod' 7 \ \ AMERICINN PROPERTY 4857.06 N e e K: TOP OF EXISTING RIM, ELEVATION = 4853.38 b v n 6" o. ° d 3" CLR n . ' a e a c e e 4 v 3" CLR 6 x 6- W1.4 x W1.4 WWF 2' CONCRETE PAN DETAIL N 0 10 20 " SCALE: 1 " =20' A= 96'55' 1 L= 84.58' R= 50.00' LEGEND -- -52 - -- EXISTING CONTOUR 52 PROPOSED CONTOUR 52.0 EXISTING SPOT ELEVATION F_ 52. _ 01 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% GUTTER TRANSITION, 5' UNLESS OR GT NOTED OTHERWISE FLOW ARROW wm I a 0 3 w_ o: z z 0 3 � O w w (h a- I CAUTION - NOTICE TO CONTRACTOR 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 PRNATE, 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 j METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. / / / O Q3� / / / / 7m 0 g a ° rn o c o o Q o o (0 U IL 00r4) G OF 3 0+O M 0 ® DOO c a ^n rn c 3 w ~ ° p ° O c ° c -v o _ rn p '0 M N - x r- 0 U Sheet Scale: - o W 0 N V ^_ m Q 7 J a_ Q O �J t: 0 0 o� _ J r7 t r) AT 5% (UP OR DOWN) J a O Q O 0 ' Q � 6 � 0 C14 --- -_f w S p W N C p coot o C) o :3 .. t` Q 0 3:1 MAXIMUM W m m �_ 2% 2% 5% _ SLOPE (UP OR DOWN) TO _V\ m �++ Qm U - _ 1 0 LLJ > m X 0. wm I a 0 3 w_ o: z z 0 3 � O w w (h a- I CAUTION - NOTICE TO CONTRACTOR 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 PRNATE, 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 j METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. / / / O Q3� / / / / 7m 0 g a ° rn o c o o Q o o (0 U IL 00r4) G OF 3 0+O M 0 ® DOO c a ^n rn c 3 w ~ ° p ° O c ° c -v o _ rn p '0 M N - x Project No: 0 U Sheet Scale: - o o� _, 3 Y V ^_ m Q 7 J a_ Drawn By: o �J t: 0 0 o� _ J r7 t r) AT 5% (UP OR DOWN) J a O Q O 0 ' Q � 6 � 0 C14 --- -_f w S p W N C p coot o C) o :3 .. t` Q o' Q 4 (n Q v Project No: A227 Sheet Scale: 1 " -20' Designed By: 7 6 2 PROVIDE 2' SHOULDER Drawn By: Q TOP BACK OF AT 5% (UP OR DOWN) � � J O EXISTING CURB TO MATCH EXISING CONDITIONS 0 Q 3:1 MAXIMUM W m m �_ 2% 2% 5% _ SLOPE (UP OR DOWN) TO _V\ m �++ EXISTING GROUND W I - _ 1 a. LLJ > m X 0. LLJ 4" THICK DETACHED SIDEWALK PER CITY OF REXBURG STANDARDS, LO VERIFY THICKNESS WITH CITY SECTION A -A NOT TO SCALE Project No: A227 Sheet Scale: 1 " -20' Designed By: LLP Drawn By: CEF Date: AUGUST, 2006 Disk File: A227_P_03 -Grad r NOT TO SCALE 3 of 7 University 8 1vd. SCHEDULE O APPLEBEE'S BUILDING 0 N a OUTDOOR SERVICE YARD WITH STORAGE & TRASH RECEPTACLES O POSSIBLE FUTURE 13' -0" X 48' -0 "t BUILDING EXPANSION z O INTERNALLY ILLUMINATED POLE SIGN, 24' HIGH MAXIMUM, 66 SFt /FACE Q m a' �5 6" CONCRETE SLAB REINFORCED W /FIBERMESH AT HANDICAP PARKING O 6" REINFORCED CONCRETE SLAB AT STORAGE /TRASH AREA ENTRANCE. a m CONTINUE REINFORCING FROM INSIDE TRASH ENCLOSURE (D EXISTING EDGE OF ASPHALT 10 20 8� EXISTING ASPHALT PAVING TO REMAIN CALE: 1"=20' �9 ASPHALT SAWCUT LINE, 2' MIN FROM PROPOSED LIP OF GUTTER OR AS INDICATED N i I II / t -1 PIPE /FITTING 10 NEW ASPHALT PAVING, REFER TO GEOTECHNICAL REPORT FOR SECTION CB1 11 EXISTING CURB & GUTTER TO REMAIN W W J 12 6" VERTICAL CURB & GUTTER W /1' PAN I 13 NEW CONCRETE SIDEWALK m � 14 EXISTING IRRIGATION DITCH P1 15 EXISTING 24' , WIDE± ACCESS DRIVE TO REMAIN CB2 16 SITE LIGHT, 25' HIGH MAX, ' 17 LANDSCAPE AREA 18 EXISTING SANITARY SEWER MAIN 19 NEW SANITARY SEWER TAP P2 20 6" PVC SDR 35 SANITARY SEWER SERVICE LINE MH1 21 CLEAN OUT WITH BRASS SCREW PLUG (TYP ALL) 22 2 WAY CLEAN OUT 0 CEO =' p� 23 1500 GALLON GREASE TRAP, VERIFY WITH ARCHITECTURAL DRAWINGS 24 4" PVC SDR 35 SANITARY SEWER DOMESTIC WASTE CB3 25 4" PVC SDR 35 SANITARY SEWER SERVICE LINE FOR GREASY WASTE 26 2" VENT PIPING FOR GREASE TRAP 27 EXISTING 16" WATER MAIN Zg 2" WATER TAP AND TYPE K CW WATER SERVICE LINE. COORDINATE P3 5 LF - 12" PVC SDR 35 ® 1.00% IRRIGATION DITCH CROSSING WITH DITCH COMPANY MI-12 29 2" METER & METER BARREL PER CITY OF REXBURG @) 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 P4 33 PRIMARY ELECTRICAL SERVICE TO PAD MOUNTED TRANSFORMER, VERIFY POINT OF CO1 4" CLEAN OUT W /BRASS SCREW PLUG SERVICE WITH SUPPLIER 34 PAD MOUNTED TRANSFORMER P5 35 SECONDARY ELECTRICAL SERVICE TO CT CABINET & METER MOUNTED ON WALL CO2 36 NATURAL GAS SERVICE LINE, VERIFY POINT OF SERVICE WITH SUPPLIER 37 GAS METER B1 38 2 - 4 "0 SCHEDULE 40 PVC UNDERGROUND CONDUIT FOR TELEPHONE P6 80 LF 6" PVC SDR 35 ® 1.40% SERVICE, VERIFY POINT OF SERVICE WITH SUPPLIER �/ 39 SPECIAL AREA INLET INSIDE ROOFED STORAGE /TRASH ENCLOSURE AREA 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 43 STORMTECH SC -740 RECHARGER INFILTRATOR CHAMBER SYSTEM, 8 CHAMBERS. STORMTECH 1- 503 - 332 -3404 44 6" PVC ROOF DRAIN OUTFALL LATERAL, SEE STORM SEWER FIXTURE TABLE FOR PIPE 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 VALVE — — G — — EXISTING GAS LINE — — W — — EXISTING WATER LINE G PROPOSED GAS LINE W PROPOSED WATER LINE — — UE — — EXISTING UNDERGROUND ELECTRICAL — — IW — — PROPOSED IRRIGATION WATER LINE UE PROPOSED UNDERGROUND ELECTRICAL FL PROPOSED FIRE LINE — —OE— — EXISTING OVERHEAD ELECTRICAL — —SS— — EXISTING SANITARY SEWER OE PROPOSED OVERHEAD ELECTRICAL SS PROPOSED SANITARY SEWER — —UT— — EXISTING UNDERGROUND TELEPHONE — —STS— — EXISTING STORM SEWER UT PROPOSED UNDERGROUND TELEPHONE STS PROPOSED STORM SEWER — — T — — EXISTING OVERHEAD TELEPHONE — — FO — — EXISTING UNDERGROUND FIBER OPTIC TELEPHONE STORM SEWER FIXTURE TABLE PIPE /FITTING DESCRIPTION REMARKS CB1 CITY OF REXBURG DROP INLET CATCH BASIN FL= 50.5 W W J 1 " -20' TOG = a 0. E— PER STD SHEET 8 INV. IN=4 6.6 m � L INV. OUT =46.4 P1 150 LF - 12" PVC SDR 35 ® 0.60% CB2 CITY OF REXBURG DROP INLET CATCH BASIN FL= 51.5 n � UF- O co 0 TOG= 51.4 PER STD SHEET 8 INV. IN =45.5 p I ' 0 y_ INV. OUT =45.3 P2 5 LF - 12" PVC SDR 35 ® 1.00% MH1 4' DIAMETER GREASE & SOLID SEPARATOR RIM =52.2 Q W N C INV. IN =45.25 0 CEO =' p� MANHOLE. INV. TO o < 't (A . INFILTRATOR = 45.25 CB3 CITY OF REXBURG DROP INLET CATCH BASIN FL =50.65 TOG =50.55 PER STD SHEET 8 INV. IN =46.55 INV. OUT =46.35 P3 5 LF - 12" PVC SDR 35 ® 1.00% MI-12 4' DIAMETER GREASE & SOLID SEPARATOR RIM =51.4 INV. IN =46.30 MANHOLE. INV. TO INFILTRATOR = 45.25 P4 85 LF - 6" PVC SDR 35 ® 1.00% CO1 4" CLEAN OUT W /BRASS SCREW PLUG LID = 52.36 INV =47.45 P5 76 LF - 6" PVC SDR 35 0 1.40% CO2 4" CLEANOUT W /BRASS SCREW PLUG LID = 52.2 INV =47.61 B1 6" LF 22 -1/2' BEND P6 80 LF 6" PVC SDR 35 ® 1.40% CO3 4" CLEANOUT W /BRASS SCREW PLUG LID = 52.8 INV =48.73 z O o: 9 v o C - o �f 6 ° o Q a 0 00 O c o 6 `000 v =n Q >r • ' _ C ~ 0M0 w O C c _ rn o m n 0 M N X V7 O rn �C.9Fti. P Project No: O W W = m 0Q mo O W W J 1 " -20' O a 0. E— � D v m � L Q o r�' O) J Q JUNE, 2006 0 to n � UF- O co 0 -J (D M O p I ' 0 y_ C p Q W N C 0 CEO =' p� U O 3 o < 't (A . Project No: 0 W W = m 0Q mo O W W J 1 " -20' Designed By: a 0. E— � D X ui Q Q L CEF r�' O) Project No: A227 Sheet Scale: 1 " -20' Designed By: LLP Drawn By: CEF Date: JUNE, 2006 Disk File: UTILITY PLAN 4of7 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. • . am ' 0' W 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. PLANTING NOTES 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: TURF (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, IF INCLUDED, SHALL BE DROUGHT TOLERANT NATIVE GRASS SPECIES APPROVED BY THE OWNER AND JURISDICTION. 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 TREE „_ TREE �.l ( 2 k 5 i 1 I I- 3X ROOTBALL DIA. STAKING EXAMPLES (PLAN VIEW) • 1 e e • 5 O PREVAILING PREVAILING WINDS WINDS TREE PLANTING Ot TREE CANOPY. O2 NYLON TREE STRAPS AT ENDS OF WIRES - SECURE TO STAKE OR DEADMAN WITH NAILS. O 3 12 GAUGE GALVANIZED WIRE. SECURE TO TRUNK JUST ABOVE LOWEST MAJOR BRANCHES. 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. 6O PRESSURE - TREATED WOOD DEADMAN, TWO PER TREE (MIN.). BURY OUTSIDE OF PLANTING PIT AND 18" MIN. INTO UNDISTURBED SOIL. O7 TRUNK FLARE. 8O MULCH, TYPE AND DEPTH PER PLANS. DO NOT PLACE MULCH WITHIN 6" OF TRUNK. O FINISH GRADE. 10 ROOT BALL. 11 BACKFILL. AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS. 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 w Q a Z Q M m 0 wm n I A O p o rn ° C v C- ° C ° C � O E c ai ao 3 ° �, I O 0 m ` 00 • ° U 0 M 3 W O ° p0 O c C vv c �0_X C7 0 to 6 F'- L', p O U —J 0 m O o p: :• . . ♦ .v' . �� � . - � � I K: f* �` u �t,« ��� �" � � 3 x - ffi `�s a�a'�... • 1 ems. , •� �'�'" 2,�t A �,,@a�w "� $^P 'W Qj�A N W > v mY Q o In �3s` k .A.x: .iea:2+rvaC #r."Y .T iA41M1LL. DECI 0 o Z c0 U ' LIJ 0 O _J � � Disk File: FGA Fraxinus • . • • • • Ash 3 2 cal. B&B Law • • - ti i • • i B Lr • is W - ♦ - • w a� c O T W < .4- U) � EVER :. Picea Pic-a densata Black Fills Spme 3 ::: LOW T DECIDUOUS SHR PBS Prurlus besseyi Pamm Buttes' PaNnee Buttes Sand Cheny 25 5 gal. LOW • VibumLxn cadesii Ko spice - ga l. Total 0- EVERGREENMRQ4DLEAF SHRUBS 1 J uriperus c A lmis t raV A nper y • . , • AND An pen i s h • • \ • • • ♦ • • • ga • T GRASSESPERENNIALSIGROUNDCOVERS VAR Certrathus rubff Red Valerian 34 10. LOW T PLANTING NOTES 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: TURF (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, IF INCLUDED, SHALL BE DROUGHT TOLERANT NATIVE GRASS SPECIES APPROVED BY THE OWNER AND JURISDICTION. 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 TREE „_ TREE �.l ( 2 k 5 i 1 I I- 3X ROOTBALL DIA. STAKING EXAMPLES (PLAN VIEW) • 1 e e • 5 O PREVAILING PREVAILING WINDS WINDS TREE PLANTING Ot TREE CANOPY. O2 NYLON TREE STRAPS AT ENDS OF WIRES - SECURE TO STAKE OR DEADMAN WITH NAILS. O 3 12 GAUGE GALVANIZED WIRE. SECURE TO TRUNK JUST ABOVE LOWEST MAJOR BRANCHES. 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. 6O PRESSURE - TREATED WOOD DEADMAN, TWO PER TREE (MIN.). BURY OUTSIDE OF PLANTING PIT AND 18" MIN. INTO UNDISTURBED SOIL. O7 TRUNK FLARE. 8O MULCH, TYPE AND DEPTH PER PLANS. DO NOT PLACE MULCH WITHIN 6" OF TRUNK. O FINISH GRADE. 10 ROOT BALL. 11 BACKFILL. AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS. 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 w Q a Z Q M m 0 wm n I A O p o rn ° C v C- ° C ° C � O E c ai ao 3 ° �, I O 0 m ` 00 • ° U 0 M 3 W O ° p0 O c C vv c �0_X C7 0 to 6 F'- L', p Project No: O U —J 0 m O o W 1"=20' Designed By: 0-- CL W > v mY Q o In J a- Date: 0 o Z c0 U ' LIJ 0 O _J � � Disk File: J O d A227_05 -1 and p0 lL2 J� (C' D: W w a� c O c�o� o� v O :3 W < .4- U) � Project No: W D m —J 0 m O o W 1"=20' Designed By: 0-- CL W > m x LLJ Q In GMC Date: Project No: A 227 Sheet Scale: 1"=20' Designed By: GMC Drawn By: GMC Date: AUGUST, 2006 Disk File: A227_05 -1 and LANDSCAPE PLAN U 1 SHRUB, PERENNIAL, OR ORNAMENTAL GRASS. O2 MULCH, TYPE AND DEPTH PER PLANS. DO NOT PLACE MULCH WITHIN 6" OF PLANT CENTER. O3 FINISH GRADE. 4� ROOT BALL. O BACKFILL. AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS. U 6 UNDISTURBED NATIVE SOIL. 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ANCHOR BOLTS, 4 REQ'D. STEEL POLE PAINTED BRONZE - -.-STEEL BASE PLATE, 1/2" THICK, WELD TO COLUMN. ANCHOR BOLTS, 4 REQ'D. to N /--LINE OF GRADE OR PAVING 0.1 0. 0.1 1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 O.0_'___ 0.0/ 0.0 0.0 / 0.0 L � ELECTRICAL FEED TO (- LIGHT POLE, REFER TO PANEL SCHEDULE FOR SIZE OF CONDUIT AND 0.1 0. 0.1 0.0 0.0 0.0 0.0 0.0 0.0 \.Q.0 0.0 0.0 0.0 ❑ .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 // I CONDUCTORS / 24" DIAMETER CONCRETE I FOUNDATION. SONATUBE 0 1:1 0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 ❑ / F- - FORM EO FORM R A (REMOVE 0.0 0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 / I Luminaire Schedule Project: All Projects Symbol Qty Label Arrangement Lumens LL.F Description C�o 6 A SINGLE 36000 0350 WLS- FVM -3- 400- MHR -FG 22.5' POLE 2.5' BASE CONCRETE HAS SET.) REINFORCE WITH 4 - #4 BARS AND #3 TIES \ AT 12" ON CENTER. 24 91 3/4" X 8' DRIVEN Statistical Area Summary Project: All Projects Label Avg Max Min Avg /Min Max /Min Parking 1.94 4.0 0.1 19.40 40.00 GROUND ROD WITH #8 CU. GROUND POLE FOUNDATION PARKING LOT LIGHTS NOT TO SCALE z Q� �m 0 0 W 0 z 0 Ln w a- 5 v v o O O C O C O v CO O o , �, ao M C O ai aD O ® L o D.' m o -ter E (L r o+ C OMO C O Cw o m m M m _ X F'roject No: 0 Wa W MM m0 0 - WX J W �: (f) C4 J 3 >m � �J m Y Q - U') Q_ Q) 06 M m V C)W-z 0000 Disk File: _J:2 to A227_P_06 -Cite O I �o0� V ft N (3f oC o W (D �C:o a <'d to Q `• F'roject No: 0 Q Wa W MM m0 0 - WX J W �: (f) (5 Lr- CL Cc 0 . F- >m � X LLJ Q U') CEF Q) F'roject No: A227 Sheet Scale: 1 " =20' Designed By: LLP Drawn By: CEF Date: JUNE, 2006 Disk File: A227_P_06 -Cite LIGHTING PLAN 6 of 7 1 r z �m 0 vi w 0 z O V W D! L P NORTH E LEVATION SCALE: 3/16" = 1' -0" e: LED LIGHTING ; MANUFACTURED STONE STANDING SEAM METAL ROOF FACTORY FINISH EXPOSED WOOD BEAMS PAINT LIGHT FIXTURE STUCCO FACE BRICK SIGN FACE BRICK FABRIC AWNING ON METAL FRAME LIGHT FIXTURES ACCENT BRICK FACE BRICK ALUMINUM & GLASS WINDOWS 11' -0' W 40' -0' 19' -0' , 2' -0', EIFS COPING 19' -0' LINE OF ROOF OVERFLOW SCUPPER O Cu A —LIGHT FIXTURES— , FABRIC AWNING ON METAL FRAME METAL LEADER HEAD & DOWNSPOUT METAL DOOR / PAINT FINISH SOUTH ELEVATION SCALE: 3/16" = 1' -0" O o m rn o C _ v c o C o 0 Q ° OoDM X 1 1 co O c o o 0. c a� ^n C 8 0MO W i t O C ra O y m M x 0 �C9F� --i f3 AWNING PATTERN #CP -2700 SAND #CP -2709 #CP -2711 RUST GREEN F 18" 7" 11" 1 7" TREAT EDGE WITH BINDING MATERIAL (RUST COLOR #CP -2709) COLORS ARE "COASTLINE PLUS" COLOR KEY CO) 0 0 19% a: WD mm m O o W X J W Wm anl� _ 3 Y > 2 V m J !Z CY) rn LO 0 10 z 1 o C J U O J r7 L J Q O � Q `— L 70C.9 I W � C _ 0 O 0 a W =0 00 F-) O Of QVvIQ.. CO) 0 0 Q 19% a: WD mm m O o W X J W Wm cr- CL a. > 2 X Ljj CY) -- - A2 27 Sheet Scale: Designed By: i LLP Drawn By: TMR Date: JUNE, 2006 Disk File: A227_P_07 —Elev TIM WEST ELEVATION SCALE: 3/16" = 1'-0" EAST ELEVATION SCALE: 3/16" = 1' -0" Design Standards S���t Ens w �� on uet e i Other department app o e va /s ma Y be r�quire� EIFS COPING FACE BRICK ACCENT BRICK FACE BRICK 7 of 7 '11Z1 e- O, - Ai ]i_S2i III -d• Oro A• IA 171 -dl