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HomeMy WebLinkAboutPlans - 00-0341 � z w z_ w 0 Q J Z O a n � W ALLOW ONE WEEK FOR o z EDULING OF BUILDING FINALS ON COMMERICAL BUILDINGS CITY COPY U) Zz 0 0 0 v ry < I �j c� z_ t�1 z V Z D NORTH LOT ORIGINAL SOUTH LOT LLI m s w O � Ul „ „ „ „ „ ,� „ • O W BUILDING GROUP 2 BUILDING GROUP 1 BUILDING GROUP 1 BUILDING GROUP 3 " v U 19,000 S.F. 19.000 S.F. 19,000 S.F. 20,700 S.F. 3� w x � w = cat ° U Q co EXISTING BUILDING N1°21'00"W 1325.72' PROPERTY LINE ,_„ �_ 238.95 26 24 1 { { I { 23 EXISTING POND 2 41 60'-0" I o ' Z z N 0 I ° _ D 0 200'-0" 44'-4 m m z 2 45'--0" o 200'-0" o o J 45'-0" z z 165'-0" { x x o m 1 22'-61 22'-6" { w w z Ld " i ( - w 1 BLUE SEVEN PRUCELORADO I o 22 22 22 w 0 z EXISTING �+ ` w BUILDING RELOCATE P�WE NG �t EX I ST I NG TREES TO REMA I N p�WERPOLE I'n 0 � 3 w O17 23 �t i a I 17 - 23 23` EXISTING FENCE TO REMIAN 23' O 23' O 1 { 22 J a RELOCATED l z O I � { ��� �� N 22 25 { 22 18 � 'Io w �� /� 13 I 13 13 EXISTING BUILDING (20Ox30) F.F.E. 951.88 ( I 23 23 10 NEW BUILDING (200'x25') F.F.E. 951.50 c� 23 �- a N O2, +s I V / 16 °' 22 I _ I 25 22 O 1 °o { 22 �---� CD N 22 O 18 18 d m b FENCED STORAGE AREA _ 13 18 ( 19 13 o O O EXISTING BUILDING (200x35) F.F.E. 951.83 N Q 10 13 O O Z NEW BUILDING (ZOO'x35') F.F.E. 951.50 ( 1 ao { 22 a, O 22 o ao EXISTING o - - - - - - - - - - RIP RAP { I — —16 --,- — — z SPILLWAY_ _ --— — — _ { — ='"' 2 — _ — — — -N— ' - 13 o NEW BUILDING 200'x3O' F.F.E. 951.75 { / 11 13 NEW BUILDING 13 0 13 M 13 13 ow 1 ( �)) { PONDING AREA ' �3 F.F2E�9551) M 13 O 22 \ O oW { t COORDINATE WITH DRAWING 13 13 { 22 >I y Lj BY RENDER & ASSOC. \� _ ` 0�. - -- - 14 0 23 \ ww -- 21 23 °.°.-'m PONDING AREA { in I COORDINATE WITH DRAWING 1 +1 1 BY RENDER & ASSOC. 1 238.90 Q I _ '0M� 1086.56' Y � APPROX. EDGE OF TREES/BUSHES O NORTH 1325.46' PROPERTY LINE 20 (20) TWENTY COLORADO BLUE SPRUCE TREES FOR GENERAL NOTES: 0 �- BUFFER / SCREENING AT OUTSIDE STORAGE AREA O ASSUMED PROPERTY LINE FOR BUILDING ry / AREA EVALUATION PER UBC CHAPTER 5 SITE PLAN NORT Q ('ILD O EVALUATE EXISTING GRADE AND ADJACENT CD TREES. PLACE NEW COLORADO BLUE SPRUCE TREES /-- - IRIS (SEE NOTE 4) TO PROVIDE BUFFER AT OPEN AREAS. 0 50 100 150 0 APPROVE DATE ��`3 O3 COLORADO BLUE SPRUCE (SEE NOTE 4) AT EDGE OF PLANNING DEPT PARTIAL BUFFER �ACCE MITTS® FROM ROAD SOUTH DRAINAGE REA ROF ADJACENT PROPERTY U �! O ACCE CORRECTIONS AS COMMON BOTANICAL MATURE ROOT TYPE &® SCALE IN FEET 00CI NOT A $?RRECT&RESUBMIT ® NAME — — — NAME—— SIZE — PLANTING SIZE Thes?COnt your information.All work shall be done SPRUCE, PICEA PUNGENS 75-0 B & B I' co all applicable building&zoning Lode re- COLORADO BLUE GLAUCA 72"-84" HIGH F--,� = DRAINAGE ARROWS amentS items not specifically noted in this review. SEE PLAN FOR QUANITY AND LOCATIONS KEEP THIS PLAN SET ON SITE AT ALL TIMES. 0.1 FOOTCANDLES AT O NEW 6'-0" HIGH CHAINLINK FENCE TAKEN FROMTS SURVEY BY:GRADES TO MATCH EXISTING 151t FROM LIGHT POLE 6 NEW 6'-0" HIGH CHAINLINK FENCE REHDER AND ASSOCIATES, INC. APPROVED SITE DATA: TO MATCH EXISTING. LOWER BAR TO BE CIVIL ENGINEERS AND LAND SURVEYORS ENGINEERING EPT 6" ABOVE GRADE FOR DRAINAGE AT CURB OPNG. 3440 FEDERAL DRIVE LOT AREA (NORTH): 478,932 S.F. ( 10.99 ACRES ) O RELOCATED CHAINLINK FENCE VERIFY QUANITY SUITE 240 ' LIGHTPOLE Ll I G U LANDSCAPE AREA: 335,262 S.F. ( 70 % ) FENCE TO BE LOCATED 12 TO 18 FROM EAGAN, 2-505MINNE OTA 55122 „ 651-452-5051 Signed ®aW PARKING / DRIVE AREA: 143,670 S.F. ( 30 % ) O BACK OF CURB OR DRIVE SURFACE SEE SHEEP C-1 FOR GRADING PLAN, TREE COUNT, - - - - - -- - - -- -- - - - ( � — O SPILLWAY WITH RIPRAP TO EXISTING POND POND DATA AND EASEMENT DRIVE LOT AREA (SOUTH): 109.034 S.F. ( 2.50 ACRES ) 9 COORDINATE LOCATIONS WITH DRAWING BY REHDER & ASSOC. 0.1 FOOTCANDLES AT LANDSCAPE AREA: 47,801 S.F. ( 44 % ) O 10 BITUMINOUS PAVING _z 9' TO 10' FROM BLDG. 11 B612 CONCRETE CURB/GUTTER a \ / 5 DEMONSTRATION PARKING STALLS PER BUILDING PARKING / DRIVE AREA: 61.233 S.F. ( 56 % ) �- 0 O � UNQ C�Q NOT USED N a> o9 o i 13 NEW WALL MOUNTED LIGHT FIXTURE IS z w — — — 1 SEE LITERATURE SHEET � � � 0.1 FOOTCANDLES AT 50'f FROM LIGHT POLE 1 TYPICAL WALL IGHT SEE I I I ( I I I ( I I I I r PARKING GUIDELINES: '� = Vj5F' SITE PLAN FO QUA<�RY/LbCAT16NS TYPICAL BUILDING INCLUDES O SPILLWAY WITH RIPRAP TO DRAINAGE SWALE - -) —I— I — I —I (— I — —)— — —I— — — — — —I—(� 19) 10 WIDE BAYS PER SIDE 14 fl c Z m .z 5 0 7)) 5' WIDE BAYS PER END 15 FOR BUILDING INFORMATION o ° O_��CY I I I ( ( ( I { I L VERAGE BUILDING INCLUDES 50 BAYS SEE BUILDING DRAWINGS BY: ;a rn 1 STALL PER 10 BAYS TRACHTE BUILDING SYSTEMS, inc) 0 r m r;! �',z z EACH BUILDING PROVIDES (5) 9'x24' 314 WILBURN ROAD N �,. - �' ¢a PARALLEL PARKING STALLS SUN PRAIRIE, WISCONSIN �. �? w Y MAINTAINING 20' FIRE LANE DRIVE 1-800-356-5824 (LOCAL 608-837-7899) s ADJACENT TO CURB LINE i > OPEN STORAGE AREA REQUIRES 16 RELOCATE EXISTING FENCE o r 1 STALL PER 20,000 S.F.OR 1.65 DEMONSTRATION STALLS O RELOCATE/RELOCATED EXISTING LIGHT POLE Uj LIGHT POLE CANDLEPOWER DISTRIBUTION TYPICAL BUILDING / DEMOSTRATION PARKING OCCUR AS NEEDED WITH IN THE AREA EXISTING WALL FIXTURE TO REMAIN v as'ui " O � o_ 18 >,5._ a� .. O19 EXISTING PLANTINGS TO REMAIN >v a i cl`� C3 0 M 20 EXISTING TREES TO REMAIN 21 REMOVE CULVERT AND REWORK GRADESson U O Z TO MAINTAIN DRAINAGE SWALEU 11COPY INSTALL CONSTRUCTION SILT FENCE O _J w 22 FIRE EXTINGUISHER W/ CABINET 10# ABC ° o 23 NO PARKING FIRE LANE SIGN ADDRESS NUMBERS "6000" AT MAILBOX 24 AT ROADWAY 25 LINE UP EAST SIDE OF NEW BUILDING WITH EAST SIDE OF EXISTING BUILDING 26 LOCK BOX AT GATE _ V) I f Z I I _ __ - i/ . r I 1___' 1__- _et�� I I _--_ - 1 r- t / Z _ \ a \ a - • a b '-• 4V Ba33WOOd f .s a d a♦ ° , a 4 a 4a . 4a a a• +.Q. a .. .� .- - .+�, d ak"'`A d .-�`, �.'-�.+. as. - d e •4+ 6.• ,� 4 3 t _ { a6" Basswood a . (. 8 .� . �' \ . `�. �' " :'"� 6'�,Basswood a" Ash .. . �-� '. . <a .a a 4 Y;, I . . s_... a� . . . a aa•.� . . . . • s_� •_� - i - �� •; �w� `a6� • t J� '� �� A Is a a a • 1 9" Basswood {� f2" Basswood /r 1 8 Ash . '�.• •_r / �- - / f'- r 4-8" 0.-.w000d PP i -8 Basswood ~\'� 8" Ash 12")4cF } ` 36" Bak wood `� \� r% f / ` 2"•Basswood'^' A, \ 010" Basswood ti� __,, _ � � ,/ � �`� r----��� ��24" Maple ,7 Ash I •�'Y _ , ,i , �' 6" Ash 12" Ash /�y�8" Ash 8'" Basswood .�� 2-8" Ash \ -" - _` �- i �,/ / S" $ossw ad �� � . 12" Ash � �`I- y f 4" \ •--- ------ /'� 'ram 1fl �,_) "-� \ I � \ ' 2-8 Basswood l'�,_ , I / � �- - EXISTING WETLAND PEEW SUND ENG1N RiNG \ I • / 5" Basswood 10" As}i Ba,wod \- �^ ` �\ ( ~' ---_ -,� PLAN 93-080 (6-10-94). 4" Ash r�,1 LEGEND 4" Hickory Basswood� ;-;N 8" Basswood 1 `� - r EXISTING WETLAND 4" �h ` _ J f -____ _ 1 EXISTING WETLAND 4'�Hickory ; k, Basswood?. 8" Ba ss woad-- \ - ._ r- /', ry '6" Poplar \� �\ \` / I f?/�Csh S ) I I . PROPOSED MANHOLE V / I f ' � 10" Ash t -r 4"�Hickory ___ \ \ \ \ �''^" '- - / ��' / 2-ti as�s�wood ` �12" Mople I _ (` _- - ,__._. -� \ �� ,� _ / - t l ' b ��� PROPOSED CATCH BASIN It�U' Ash8" Bur oak 14 Ash \ ---- I � / 10" Boss ood , --) E r 4 onwood.F '3 f �\ / 1 \ • 950''' ' CZ8N Basswood l . ✓ _ _ /; . -4- PROPOSED HYDRANT / ,w 4" Ash \ \ ^. / __^ 12" 'Bass od 8" Bassrod 6 Basswood � � Z • .`- 18" Basswood, �2-le Bass ood C �31 ►� i B" P0yor / \ . ) �� ` r " , � I .S I PROPOSED GATE VALVE / ,8„ },i 8" Bur oak f ; � \ \ \\ �`- - _/ �... 5 1 �.} `�12" Basswood � � f' 0) ` f I / ) I ` �// ,� \ , \ 1B" Basswood�w3 14" ea3kwaad{�� I x1, x .- PROPOSED FLARED END �18" Oak 1 � Z! -, \ 950 --- , 14" Oak N 4J W � i } ; / / I--- � , � __' � 6_10" Basswood) I x i PROPOSED STORM SEWER • EXISTING WETLAND 1 / ✓9Al / �11` � 5 I Z / I ! / PROPOSED SANITARY SEWER / ) D I / / i1 94 \ C 1 . Chain link fence t ' \\ 4" pruce I /i � / I i 1 I • %V / 9 .50 �' Marc" �� _ . / i � I PROPOSED WATERMAIN "g i D� / 11 ;.• ; ,,,.. .,,,.>................. ...... _ �� ..;" C,,.,., 51.0,..,..,.. r a /' / t ;�,.�y Floor elev, Floor e1ev./,,,,,,,,,,,,,,,, 6 / i Floor ele✓ I .,,,,.,.,......,.. .. PROPOSED CONCRETE ,� = 953.59 = 954.1 Q...............•' �!!!!!lYyti ., aaarraarrn {P�" "' __ „ " .. }�'ip¢. 4 S • / ,., CE mC . .,:.,,,.-'n".,,,,,,,,,,,,,,,,,,,,,,,,,,,;;+,."'�'41!!�' ..:..:.^ C ur ...,:::,,.,...",,,... � 1tM1:+4.. �t�1C..���.. :., ..., .,,.., -1......., . r. � L I ............................... arrr r / h eri .. ..,....... ......... ,>... ;,x0 :. ... ,.. a,a:....:r .,,, ✓ t .>. ,.,,..o, C.................... ...::...11 MATCH g ;a, r. ....,,.,n„larrrrrr".`xr:> >, ,,,,,,,,;,,,,,,,, r ,...,. ...... ...................:' .....,,,.....,.. .:'..,_•. ,., .:...,.,,.. >, ...,, ,..::.;. 1. ...,.,,... w ..............: .......,....., ..,....,..>.,..,,...,: : „....,,,...._,_.. s53.47 PROPOSED STD. DUTY BtTUMiN t :;: ................. ........,. \ 953.26 953.82 OUS .t �r.•..,.. ,r....,....... r ,..,,,,,.. :........ 953 l/TlJTlITlTTT/TT/7T/7Ti%�777T11T/7T s8 s54.4s „ ,.. ............................... .............. .....,,....,,..,.,,,...... ..,..,...,,,,.,,...,. ..,.,,...,., 1 � 954 27 : 10 Bos wood � +.. .............................. .............v......,...,..,,,,,.r..i�,ar..rr,arrrrr:rrr.r oar' .,,,..,;�" .rrrr•rraa::° .� 85t.t0 : ,. ' r . 95t.10 :.a:aaa arrrr r•a•a \. f a,. r:� ...oar --^` 6 T 4 E U lee P OS "RO B-Basswood1XI ; '\ PROPOSED HEAVY DUTY BITUMINOUS 1 ` r-- 1 �-^�' a� 12" Ba w d 'r c _11%, ` Existing buildin Floor efev. 949.35 �f B Tr e _ t 4" Cedair 6"-•Bags wood Basswood/ ) /� r .a a 951.10 FFE 9551.50 95f.10 g = 951.88 8' Tree- '� �_ '�-�'1 ff" Bdssweod 6" Bassw 6d i N. . a5 X I� 11 r / 949.01 x " and 12" 1�"ree t ear _.,...>................:•.....,,,.,... , , ,,.......,.. ,....,.,. . ., .-. - . 1111 1/1�1/ii/��ii�ii/�i��l__ - PROPOSED CONTOUR } /� 949 6X 948.72 4 Ironwood r .......................... ......,,.,. 9 }.20- ..,:.....,,,.,^, 6' Iree 8 8a ,. .................. ,,.,.. ,..,.,, _ 6"wood 8 BI+ .. re" se .. ...,.,.,,.., ..,",: ..... . 5 4 B s Ironwood r. a r r.......................................M, rr... 88:.: ~-- 8• as ood / ............."...,...,..,..,,.....,..,,..,,.,....,. .,,,.,.,.>,,,.,..,,,..,......... ,..,.,,.....,,,: r",rrr, " 40 t ar.,,,..„.................. .,. > - 8 Basswood, r. „r. „r.. . ( i x h $ . x 4 2-e Ash " � ,-- . 8" Bassw od ......r:,.,,..,,..•.....t..................................>. .. �'''ti , - .....,,. , C CURB OPENING - } 023.5 ,. y ,. "- 3 t 0 yree x l - PROP s b sswood _ / ................... r......,,,,..,,.,....,_,., . „.,.,. ,,..," 50.5 -- i �� OSED ELEVATION :. „r.. ....,...r,,,. r .. " " I l r� u ::,. ....................A..,....,,:, ,.,,•.,......,......r .... r C S. 12 ..-!� _ , ,,,,,,,,,,,;;��. 50' '�. 948 r ,,,,,,,,,,,,,,,,,,,,, ..,..,,,,.,.,:..:.."..,.,....,,,•.,., 71 / Tee 6" Basswood 8 Ba ood r..r.....................: a:arararraaa: aa,.,....,.,, _,.,.,. ..,.., 6 Tree to � ... %'y r s" Basswood 2-t0" BasswoodY r a , r r .�j r r�/TT/TT/TTIi�T/77TTl7TllT/.�TTlT/Tl i2" r x :� 947.35 �. \� --ra 87 SILT FENCE w- _ 47. i „ 3 0" Basswood r " .".. ' 95f 10 a "'` I . _ �/ 951.t 0 MATCH N. I e��x. , ��_ -_J3 8 Btrc Y_._� 2-1 Basswood \ r G rr °a a ° r°° °r y r x947.79 \ �``' I t7'uw'`� en�.wr - - !-8°Bak3waa MI _ .� PRO OSED BUILDiN�i I . 944 r and t 0" Tree �••_ - . . . EXIStIn buildin MA7 i N T s 4 CO S RUCTION LIMIT 3 8" Ash r . . , g g 47.92� S �6 --"�� :. Floor elev. Floor elev. `�- r m fV.- 943 :..r. a r r FFE 951.50 _ r "fir 95l.10 1 = 95 .8 4" Tree ``�,` i 40 a a.. 1, 849.0 ' rr a s"s4Es:ae€ead:E . r. 85Y.tD Chain link fen ` �' I \ �� ..� t 10 Boss od �� , r :.....>.,......., .,...,.,.... r 6 Basswood x " " BOUNDARY W... . / rr,. „ .>,,... y RO BLOCK IN ,, _:, , . :... _„ _ __ /Tree,.... / ....,,.. x: 5t,5. ...,::...,.,.,.,a...,.,..,..,. . : , 5f.5:.,.:: f. t " / \ .. ,...C.....,,•,..n .. 9 ...,:..,:,..,,,,,..:..................•.,,,,....>,...> .C„ 95T.2 -..:,.:,>,.,,... - 'A d1'<11'6) f_ ,.",,,,...I—,.. ........•.............. ,.,,,..,,:,..r.,......,, ...,,.,....,,,. < f -- u...r.,.,,,. ,..,,.,,,r ..,..,::... .:xm„ .,.., ......_....., ....,,... _ r.r... .....................r.,..,..,..,... ti,f ,... 5, 8 Tee.. .,:. EAs M Nr ,.,.,,.. . . .._ ,. 1 \ . r,,., . __ ..., ,..,,.,,.. .,., ;,;,...,.,,....,.,:.......,. .. 948. `/ I s.... .,: ................. .,.., ......... ::....., ,,,,.,,,........r.......,... ..:..,.... „ ..,, ,.. .,r„ I 10 Ch r .� " .3 .` r.............L.�,,,...,.....:.,,.,,..,.,..:....,,.,,.... ...., .,. ryr f / \ \�\ a ,,,,,,,,,,,,,, r c. , 5 M d r r r r \ E ,,...,. :. ::. �► \ ra x� L T 1 : ,� � .. 936 3.........:...:.. : sst 35 t.35 0 LN ti r / -- - D C 1 \ ( _ \ / ..,,....g...,.. 950.85 -- t! d� c ,,,r.a rr a r 8" Elm ,19,,,.,.,,. ..,. "1"" ° ,.a.....:......:.......1^•:r•••"•^•;r •rrrarrr.,.."., r .- PROPOSE BUILDING Chain link fence o - \� ...... ....... r,....,..,,,,.. B ILD\ r rra P O � \ edea a f bitumr o I n U !B LD NG PA t RK N { \ 9 GS ETBACK N} 4 E J r --- .,.......,. ..,.. arr:aaa a:rrrarrraaaararaar:aa�: . :. `t" J 1 �--- 5 / i t ..CrrCrCrrrrraaaaaa " FFE 951.75 8" Ash �..Y' ....., • ,...,,.... ,.,.,.,..,w............. ... 1 J t \ � '•_ ,.....,raaa.:rrar^,. ..,.....rr...,a:a, rra.,,.,,..,,. ......................... .. � �■ / 1 \`� \ ::rrr rra rra FFE 951.25 s5 .'a .:k .. ;aCGCr pp �ry ,�� t \ .Cr �ryr.Cr: ,.:: •:r a . '...,.� ,, I f V 0 _� /I rrrrC Br/ .,.,,, , rrCr ,a:: ..,:..:,., .,,,,, -. - '\ 9 �' ,. � � aa.,.,,..rarr.,. ".............. 0 85 _ ,..., t' t I 9 ............. ,; sG1. e , SOIL BORN 9 „ "� ..,, .,,,..,.. ",".,.,,.,,.",... .. ,..::;:,,. l \ , 6 ,,,,, .,,,,. .,,.,.,,,,. ,,,,,. , : ,arrrrrairr ,. .,..,:,r:ara,,,... ,.,,,.,, ,.,,> `'.`,*., ,.,. .., ,, ,,,•.., �--� N� ..:..:... .... . ,,,,.,..a.,, ,,,>..,,:, , >,::..>-. i _ 44 ...,. ., .>...., ..,..... URB...iF' N!, ,. a... / HwL � r.,,,...,..,.,.....,. ,,.: .... ,. .,'9 �:0 ,.,. -__......>, ,.,,,, - , .,, : ....,....>,. GE RROW 4 "....., ,,,., "",„,. \ 9 „ .,._.,,.f2 Po7or --- ....I.......•,,, , ,,,,,,,,,,,,, ,, r..,,...,.....,>, .,. ,..,",, ,:;...•.",.,.,....,,,,"•.,, ,.. ,., P ;....,>.,..,.:..,,...a>r,.....,.r...r.,.,.r•:, ............. �_,.:, F A :...,,,..,.:,.;,:, 9 , .,;ar .,: r +, -,., :: , , 2� r a.. 8q$. .,. . ak ft n ,.,.,: ., .::•.,,. .,,. „ ..,::: :,.:.,. , _ EXISTING WAT MAtN Pa lar �� 0_Y HWL - 945:0' 12 coo 4 ---_ _ �...� � '�'"- � filar \ ----- -- -.� "�..``•- -�._ � 4 ,, ____� -,�- ..� r h s4sso 9 `-IN,... . e �'ae � S EXISTING SANITARY SEWER . •_ -- - - �=�___. . ._.. . ._. . ._. . ��'` \ �- r - c1 -s�6 -___ �'` --__ b 1 ` - =- 1 1 / I sr EXISTING STORM SEWER / _- � ' EXISTING BURIED GAS LINE f \ 946- -_ \ 1 \ 7,8 . �'� C1 __-- -!/ ''� , / 6' B sswood -7 ' --- 95- j'� / , a._._ • ,_._A E EXISTING BURIED ELECTRIC LINE �`, / r '� ___- -/_11 � i 1 \ /I "I/� �47's . T EXISTING BURIED TELEPHONE LINE i \ EXISTING WETLAND l / /% / / / ` \ . • /.. / / i ry EXISTING BURIED TELEVISION LINE . . Y \ \ . / ` / �/ -980- EXISTING CONTOUR r '� --._ EXISTING WETLAND x 995.50 EXISTING ELEVATION } � `__ t . �`� .� / i 1 . ___� I HARD SURFACE f \ �` - -_ , STANDARD SPECIFICATIONS SUPPORT POST ® 4' O.C. PUBLIC ROAD Spa 1. All grading, paving, sidewalk, and turf establishment shall be in accordance with 1 WIRE MESH REINFORCING MN/DOT Specifications (1988 Edition). i 2. Remove all black dirt and unsuitable material from under drives and roadways within FILTER FABRIC 3 feet of final pavement subgrade. .__.�.� 3. All erosion control measures shown on the plans including silt fence, hay bales and i sedimentation ponds must be installed prior to commencement of grading operations COMPACTED BACKF►LL z 5� and maintained until all areas altered on the site have been restored. OVER FILTER FABRIC M \�,I;.o 0 25 50 100 150 4. Wherever construction vehicle access routes intersect paved public roads, provisions NOTE: EXISTING TOPOGRAPHY AROUND SITE PERIMETER (BUT ON ADJACENT PROPERTY) PROVIDED must be made to minimize the transport of sediment (mud) by runoff or vehicle Scale in Feet tracking onto the paved road surface. Where sediment is transported onto a public FLOW 50' IN PART FROM INFORMATION PROVIDED BY VALLEY SURVEYING CO. DRAWING road surface, the roads shall be cleaned thoroughly at the end of each day. DATED 4-29-99) AND SUNDE ENGINEERING, INC. (DRAWING DATED 6-30-94). Sediment shall be removed from roads by shoveling or sweeping and be transported to / / / 1.5" CLEAR ROCK a sediment controlled disposal area. Street washing shall be allowed onlyafter��/\ \\/\\ / jam\/\'� \\ z 11�//\\/�\\ \ \ \\�\//\\//\\/,C� � ��\� g,, (-+----10' sediment is removed in this manner. ��\ \/\\//\\\fi / 5. All areas altered because of construction must be restored with seed and disced ' / / /, 10 SITE AREA DATA mulch, sod, wood fiber blanket, or be hard surfaced within two weeks after � \ completion of construction. AREA SQ. FT.� AREA [AC) PERCENT 6. Trees and stumps shall be hauled from the site. Burial of trees or stumps on the � MilIMPERVIOUS 143,700 3.30 30.0 site will not be allowed. j11�1 i11, 'Eh'U='i1i�lii -ii 1� �!11 ��- ~�l - "-n "' 7. Topsoil shall be salvaged and stockpiled for future use. A minimum of four inches GREEN 335,232 7.69 70.0 of topsoil shall be placed on all areas disturbed by the construction. i TOTAL 478,932 10.99 100.0 8. All embankment construction shall be compacted to 95% Standard Proctor density. rTlllll"""`l HEAVY DUTY SILT FENCE K02'_l`lll`l""""`lROCK CONSTRUCTION ENTRANCE Compaction shall be obtained in lifts so that no art of the lift will have less P NO SCALE ��l NO SCALE tha9. Fill nunder buildings shall be compacted to meet Soil Engineers recommendations. R g tons. 10. The concrete curb and gutter shall be 8=612. EROSION CONTROL NOTES 11. Field verify all existing sewer and watermain elevations and locations. Notify 2.5" - BITUMINOUS WEAR COURSE, 2331-TYPE 41A PAVEMENT Engineer of any discrepancies. .,l 6" - CLASS 5, 100% CRUSHED LIMESTONE BASE FACE OF CURB C) - Contractor/owner are responsible for obtaining a National Pollutant Discharge Elimination System 12. Compact trenches beyond the building limits to 95% and 100% Standard Proctor Density NPDES General Storm Water Permit for Construction Activity before construction begins. . for subgrade below top 3 feet and top 3 feet of trench respectively.24" - SELECT GRANULAR BORROW, 3149.2E R=0.5" 6" `Lo ( ) 13. The Contractor shall contact all utility companies and have said companies locate Q - Contractor is responsible for all notifications and inspections required by General Storm Water Permit. APPROVED SUBGRADE R=3" R=0.5" all utilities (public and(p private) before any construction shall begin. ,, F . R=3" 1 - = Q - All erosion control measures shown shall be installed prior to grading operations and maintained 14. Portland cement concrete for curb and gutter and sidewalk shall be 3900 psi minimum I 3 � ' • I I= I I-I-III-1- until all areas disturbed have been restored. 28 days compressive strength with 5.0% air entraining. Concrete aggregates shall be 0 .. .,':•:..I -L=1�1=11 R ® - Sweep paved public streets as necessary where construction sediment has been deposited. • 11-..;,:: I I=1TI-III_? Each area disturbed b construction shall be restored per th.:_._'. •. -: - _ _ _ 0 p e specifications within two weeks � ... ..:: .: . :': :.: :' curb radius at intersections and a .; - _ - y s . approximately eve 200 feet. PP Y - i R- �� every -L 1 :" r I_I - ,.: . . ... .. :. . :.. .: ...:: :_':.=°: .::..::: ::;:::.::.` : ; of substantial completion of r . _- :-,. -.: :.r ..:.. ;- -.. :. . ...:. •. .: •,.:', ., '•:.:..•:. .'..:� : 11= _ = p grading g to that area. ed at 10-foot interval III=1 I I- ';:.:_:.:a:.::. ,:•:.' ,:•...::-.:.:: •. .... . n 16 Contraction joints shall be spac s to the curb and gutter. j;. ' ILL-III I I l 17. The Contractor shall furnish a tandem truck loaded with a minimum of 14 tons to III-1 I IIEEE ,-__._ + I 1 I-11 I-1 . - . • 11= _ _ f := : R i A G IN III-III D G N t T- - - 0 S check E to i e co I m ete- d s:�,,��: I ub rod II_ II I e and r.�� o a r e t ae base J b s r f�. P o sof t spots, 9 prior agg regate , II_III - - P P I- I_ I I I - I I.•�.� I I-III �(�I I_ :,. bit umin f i OUS' - - - - acement. - - P 1 - i elev t'.. - - a ton s sh w III- II_ _ - - onor e to fin- - _ - ai u- _ _ s rfac es. - - _ _ - - _ - _ III II _ - �� - 11I-11� 18. The Contractor shalt III-I I I_I I I_I I I_I I I_I I I I I_I - - - - - - . - " ' = ' -ITI Ill-I I ICI III - - - - - - - ' be responsible for arranging all II III_III_III-III_III_III-II „-_;-r_„ _ II-III=III_ I _III III II_III_T P g g required inspections with the - - - - - - r i11 1ti_ti - - - - - i _ - - II - I - II_ II - - - - - I - - I I I_I _ I I li - - I I II I� I_I _ I I__ 1 II I Ili- I ;'� \� \,\�\�'\� �� ��` � �' �; �� '' �; `�` '; . = --1,,,� ,,LL,, governing authority that has jurisdiction over the work that is to be performed.P \ \ \ \/\ \ \ \ \ \ \/\�\/\�\/\�\/\/\y\/\�\�'\�\�/\� 19. Existing Topography and Boundary survey provided by Rehder & Associates, Inc. 12" 8" . 'LESS THAN 12% PASSING THE 1200 SIEVE 20" i NOTE: PAVEMENT DESIGN PER BRAUN ►NTERTEC, Note: Where contours indicate, ignore 0.75"/ft slope indicated above i hereby certify that this !an was prepared b Issued and match adjoining pavement slope to prevent gutter from "ponding". Y y P P P y PROJECT N0. BODx-00-036 me or under my direct supervision and that t 3-31-00 ! _„ GRADING & DRAINAGE PLAN r3"""ll"ll am a duty Licensed Professional Engineer under ' A`' CONCRETE SPILLWAY 4 PAVEMENT SECTION 5 B612 CONCRETE CURB & GUTTER the laws of the State of Minnesota. 5-5-0o 0FedEngixive, Plann0rsandLa Minnesota ,56 PRIOR t.1'iKE MINI STORAGE 8440 Federal Dritve,Suite 240 • Eagan,Minnesota 55122 i ' � ' NO SCALE C NO SCALE 1 NO SCALE _.- P-L Date 5-5-00 651-452-5051• Fax:651-45s-9797 • email:info@rehder.com CITY OF PRIOR LAKE Name John A. Krausert Reg. No. 16525 PROJECT NO.: 991-0483.030 DRAWING FILE: 0483030.DWG SHEET C 1 PROPERTY DESMPnM That part of the South 1600 feet of the East Three-Quarters of the Southeast Quarter of Section 1, Township 114, Range 22, Scott County, Minnesota lying northerly :of the centerline of Scott Count Boundary, y c e For. State Aid Highway 1112 and lying easterly of the following described Line A: Commencing at the southeast corner of said Section 1; thence on as assumed bearing of North 01 degrees 21 minutes 00 seconds West along the line between the southeast corner and the northeast corner of said Section 1, a distance of 1251.72 feet; thence at right angles South 88 degrees 39 minutes West, a distance of 1875.73 feet, thence South 86 degrees 11 minutes 30 seconds West, a distance of 84.66 feet to the east line of the west 30.0 feet of the East Three-Quarters of the Southeast Quarter of said Section 1; thence North 86 degrees 11 minutes 30 seconds East, a distance of 514.66 feet; thence bearing south a distance of 704.31 feet to the centerline of County State Aid Highway #12, KK DESIGN thence South 63 degrees 37 minutes 56 seconds East along the centerline of said Highway #12 a distance of 73.66 feet; thence bearing North a distance of 412.0 feet; thence bearing East a distance of 944.0 feet, thence bearing South a distance of 870 feet, more or less to the centerline of County State Aid Highway #12, and the actual point of beginning of the line to be described,thence bearing North a distance of 1600 feet and there terminating. EXCEPT the South 513.45 feet of that part o Three-Quarters of the Southeast Quarter lying easterly of the above f said East Th o/ Priorlakedescribed Line A. Mini Storage Site And The North 238.90 feet of the South 513.45 feet of that part of the East Three-Quarters of the Southeast Quarter of Section 1, Township 114, Range 22, Scott County, Minnesota lying east of the following described line: Commencing at the. southeast corner of said Section 1; thence on an assumed bearing of North 01 degrees 21 minutes 00 seconds West along the line between the southeast corner and the northeast corner of said Section 1, a distance of 1251.72 feet, thence at right angles South 88 degrees 39 minutes West, a distance of 1875.73, thence South 85 degrees 11 minutes 30 seconds West, a distance of 84.66 feet to the east line of the West 30 feet of the East Three-Quarters of the Southeast Quarter of said Section 1; thence North 86 degrees 11 minutes 30 seconds East, a distance of 514.66 feet; thence bearing South a distance of 704.31 feet to the centerline of County State Aid Highway 12, thence South 63 degrees 37 minutes 56 seconds East along the centerline of said Highway 12 a distance of 73.66 feet, thence bearing North a distance of 412.0 feet; thence bearing East a distance of 944.0 feet to the actual point of beginning of the line to be described, >' thence bearing South a distance of 870 feet, more or less, to the centerline of County State Aid Highway 12, and there terminating. Containing 2.5 acres more or less. Together with an easement and right-of-way for ingress, egress and roadway access purposes, together with the right to maintain some for said purposes, over and across that certain tract of land located in the County of Scott and the State of Minnesota described as follows: The West 20 feet of the South 294.55 feet of the Southwest Quarter of Section 6, Township 114 North, Range 21 West. i N / �N i •..................Overhead electric lines b \ Ingress, egress and roadway Q � Ifine between the S corner / � \ ���,` PP c o /and the NE corn of Sec. 1,/ / \ easement per Doc. No. 276013 ••.::::::::••...... - - - - - - I - - \ / / / Twp. 114, Rge. 2 �.......................�. / CA 40" Basswood N1°21 '0OW \\ \, : '` // // 1325.72 \\ \\ �"' _ -...-..._1 -- -- ----- -- - - :t.. ©........................._._... 294.55 .................. .._................................... ........... ^` ' Basswood 12" Basswood \ \ ""` / \ i Basswood 6 Basswood 8" Ash \ 3 U\ -8" Basswood \ / / I 8" Ash 1251.72 \ ood l 1 6' 8as5wood \ \ �� / // / - _ _ �) // 8" Ash 12" AshU I PP ' \ \ 010" Basswood ` \ // / / / / / 12" Basswood I I 12" Ash 8" Ash 8,. wood \ \ - - - - - - - / / 4" Maple �12" Ash •� °t \ / - - - - - / / / / / 6' Ash U p / 1 953.67 I 954.37 '� 12" Ash \ 14" h` -8" Ash \\ I _ - - - -- - - - - // / / / 6" 8 od 953.7s 954.34 / / \U \ _ - - I / / // assw� 1 I \ < \ \\ / - - / / / / 2-8' Basswood 1 I I / 5" BasswoW6� 10' Ash Basswood - } 36" Basswood 8" Basswood - - - ` \ ` _ _ - - - - - _ - / l 4" Ash 1 954.66 4" Hicko _ \\ \ \\ \\ - - - J // 4" Ash U( i I 954.59 4' Hickory 6" Poplarasswo 8 Basswood \ \10" Ash ` � � \ � \ \ \ - - � - - � ' 12" Ash 1 12 Maple 4")Hickory ' I 1 p 10"IAsh \ \ \\ 945.52,1\ 9472� \\ ( 2-6" Basswood t 1 C ' c 8"4ur oak " Ironwood. 101' Ash I / � Z1 ti I .,' u� .. N 14 / \\ \ \ / x \ ) 587,965 Sq. ft. or 13.4978 Acres 10" Basswood 1 = °' a �N 4/' Ash / \ \ \ 94$42 , 948'x / 950 U}8 Basswood �/ I -0 C o / 8" Poplar \ \ �� 1 ' \ / 8" Basswood 6" Basswood, 1 � z a� \P \ . ) 18" Basswood 12" Basswood Of I 8" As 945. \ \ _ / 2-14" Basswood I C I C c 8" Bur oak) \ \ / U 12" Basswood :0 18" Oak ' I �/ 945. / ) \ \ 9 62x 94 . 8 \ 18" Basswood 0 14" Basswood I I �-x� I •y N a c 1 // / I I // s4s.ss x 1 947.7z \\ I \\ 950 / , \ 14" oak pj v° / 1 , \ / 2-10" Basswood LOLO / 1 1 I / J / 90 946.�8 ' 1 949.6 949.55 950.42 \\ j� I , W d- / b�, / J / / / J 1x x x 991.16 / I 45.36 / / ' 949�64 \ X Chain link fence \ 1 1 °� a / 9 /x 9 41 I 949.5 `8C- \ 4„ Spruce J / �0 / / 29 / x I l x 950.89 x 950.57 i / 95i1;14 951 f9 951 f 1 '� 9a'149 95 f 78 951 74 - I 94f.69 1 947 J/ / r s5tl:73 r ac 6C 8C I� h 94764 \ / // 949 84 950.24 /95 f 37. .. 51 51.54 \ 1 9Sf 9513 \ 953.26 953.82 / / ]S3' Bas ood / / �� I 9�53.47 953.98�\954.48 954.27 .. --C-Basswood { I \\...............1. \ - --- Z J/ 12' Ba wood 1 ..�...................... .............................................................. 954 / \ x x.: 6" Tree 4 . _.................. .. ....... w 4 Cedar {� 6 Basswood 8 Basswood / \ x s4s 47 �,:. Existing building 513.46 N I \ { - / "",�c s49.8s g 9 s4s.3s 8 - , .... ....................... .....................................i ti 10'�dsswsad- �.. Bassw d / 949.44 $j - CV - 4.. Ironwood 9° / 94$(1\ \ \ 950 949 T3 94 91 8" Tree \ _ - - _.......... r \ I � ,. - �' Bo wood / \ 947.9Z \ \ x ` ....:. ' ...35t 949.01 8" and 12" Tree QQ 4 Bass ood �4 Ironwood 949.0 50.f 1 948.72 \ \ 2-8 Ash10 s 8 osswood 0 \ 7 - 95f 48 9514Q 95f 4 95rf 35; 6.. Tr, 6 Tree \ U 9 a: d' 6 Basswood h _ U 8 Bosswo/od o�� \ \ x 95D54 „ g4� \ 0 4 81tch� - \ w 949 51 x �t x / x x \ - \ \ __ qB�"ss ti J 1 948. 7 x \ _ T - 951;f t 951.24x 95 H0x� 3-]0 Tree x\ 1wood 8 Bassl ood f / x \ 949 4� - - - - 9.7 95153 48.7 \ 6' Basswood 2-10' / x 95 951.4$ Tree Ire / Basswood /` J3 10 Basswood I 9 .50 - - _ ` .. .:: 9 7 ` U3�fi Birch i 9$3.77 94771 a ." I. 95 37 12 ree 94787 4 .3 ........................................................................ 238.92 .....,�.................................`....�..... (/) / max- 2-1 Pf Bass wo d / x\ 11 '... \ \ ....... 3-8' Ash / O6 944.76 944.1 \/ x "\ 949 o� 947.79 944- - - 1- Bossww M x x 947.68\ 84&7f 1 x \ �S4 'x 947.26 947.53 8" and 10" Tree 1 1943� 94f.88 / - - ass \ ^ \ x 948.13 $4g 94896 \ EJC%sting building 1 947s \ \\ \ W x \948.44 4-6" Basswood 10" 8ass�Jpod /2X SEW' \ pp ` - \ Tree L .. 7BC Chain Hnk fence1 945 x ��......... 8 /m 942 x 941.33' �94439 A* rfp rap \ y.. .: 9�f 47 K ]2" Tree r; / /9 x 1 - 12 I \ ". ;-9` '_ 95 t 52 f $ ✓ 948.l e- \ \ \ w V \ 841!24-' \ x 951 5f \ \ \ 946.95�x) 4751 A f8 A 5f x;1 949 4# \ 941. \ 946.84 \ \ 947.44 x x \ $:48 2t 10" Cherry / / i94 ' l / i x- �g �94J.2�J \4�5. \ \ - - - - 48- - 947.04 9 \ \ �C 948 t 1 { � / 940�b2 1 � / BcQ4� 39� � \�\ \ \ 948.1?)` \ � - '948.84 x 9 -'9�8.52 x x x - x 1 1 �✓ / 1 1 1 6 I�C �0 8P A�9 \\ \ \ - - - s48. 950.1 950.57 x x 949.93 949.38 x xl P 9 .45 x\�\ \ \ \ \ x x \ x 947.68\ 948 11 ,' - =i 11x\ \ 950.76 950 .30 x 949 13 - - - - - \ \ \ \ �"_ \ \ . 8" Elm / " �ok I 940. \ \ a4a,46 948�77 x -� x "•.... 949 62 ( \ 1 8. Ash U ( �) � 9�1I37\ �J�8.f7\�p-p - _ � 938 8 \ \\ \ \ 947.05 \ x�/�� J I , X 939.66 \ \ x \ \ _ Chain link fsncs o \ \ / I _•_ d - -x� x \ x\ x \� J \ x 947.36 \ 948. ��_^954- / \ x 949.59 edge of Wtum='a'V \ \ \ I I J 41 _gig 87_.......Edge a 9 1.53 \ 948.67 x`�941940- x- _ _ x �941.38 x \ \ \ 9*7 9�t Q�949 / 948.13 x 9�g� \ \ - -- - / I x - 949.18 x 949.96 948.BC\x x 949. \ \ \ \ 9 - -�4BA1- _ - - 9i0't6 x^ 9 y�� cP / \ �50- \ \ - 9.19 \ \ \ \ \ \ / \ - - - - - - -943 942- - �942.63 9 3 �s 46^ 94774 9 �0 / \ x` x ) 949.31 949 18 x >� \ x \ 948.66 i - \ 953y19\ \ \ \ J t \ 944- - x - 942.24 x 4 X X/I , / 946.96 \ 948.47 948.34 \ ` �/ 949 05 l 948.91\ x 949.56 \ \ \ \\ \ \ \\ \\ - -* - - x==942.2Q - 943 7 _948�1 x �/� 94� 1 / x x \ 72" Poplar c g4 {5 46-- '9 I // \ \ \ / 947 67 \ `- - / i9 9�17.89 951.62\ 2 \ 1 \ 8\ - - - - = _ - -46 �4Z38ic - - -942,70x -�� ��� x . \ _ _ - -945.-86-x - _ - 947 30 / \ 947.88\ /0 x / x 949.47 �� \ \ \ 947- - - - = - z - x x \ \ x '95" \ \ 949 26 \ 949.61 �5 \ \ \ Poplar / \ '-9472zx- 948-X - --9 .Z1=x-_ - _ - q,_4373 9438b \ - - 946.93 z \ x 948.42 \ / 94865 949.83 x 2 ' \ _ 12" Pak/ 94� _ --94�- 946.44x 947.94 x 94932 x x\949. \ x 951 \ / - x 9 9.10 8C �j47. \ 4�j 950 79 � 950 �J .53\ \ \ x _9lSr79- - 9¢8.84� - - - 84Z�1x - - - x - - - - - - � ` x �9 / 95 2 9 .74 \ \ 6-p 945.30 - -94 947.36 947.14 sr x - X - - 949:2 X- - - 949- - -8= 7- = 344�34 9f5.3T � - .72 -946- - - / x 8 949.60 x�\' 1949 .9 x \ ---U� - . _ 945 9 x 945--3 \ x / \ 9`85 x 1 ' 17 x \ \ \ 946.31 946.59 9461 x\ 950. 949:2�= - - - - 947. 1 948.24 949.55 x\ 4789* - \ x 946.87 �r �945.58 945.24 x\ 9<k� - - - - _ - - - �) 49.66 948.55 9 ) \ x5073 �- 9 x /I \ \ i 946.26 \ L \ \ x 949.8�3 �48.49 X - _-� of \ \ / - 947y4-- x x 945.75x 946,93 X x x - - .60 xx - \ 948.67 8x x `/8� 947. 1L943.49- ` 44 1 1 4S 34 J 9A8.5 f `� 94�.23 31 a1 x�j 3f 946 .........................> \\ \ \ 948.01 9�' x 945.59 x 947.Of x 946.32 x 946.30 946.25 _ -9g6^ \ 947.61 9�1' /x 949.30 \ �� �7 9g2 22I0 J 1 94�.61................ \ - _ 944.45 946-- `945.22 x \ \ 870f9 ��\ 9486 z I 948. 6x \ �J4$4�T 94331�c9#78� 9 / \ \ - - - - - - / � - - - - - - - - -;` x x x -9�824x '949.15 \ 50.349 .�9 A4 ax„95,r f Il - - - - - - - Nt11� - Found iron i 0.54 feet 945.51 - - a :•' / 946.54 / 947.24 z �+79" 949'90 6" B sswood south of p p. line 1325.4�/ 948.29 i 948.76 x \ x 951.5 9 - \ o _ - \ s4s% .o2 51 \ M Line A ................. / / / i 90/ (\ 1600.00 ( / / / Foun�d iron monurri�nf 951.2Y / / /s47 s2 // '• Point of beginning / on Jline LEGEND o / // /r / / / / i / Centerline of County State ..................................... /• ran Monument Found rn Highway No. 12 O Iron Monument Set -ST-Storm Sewer PP-0- Power Pole L'� Light Pole o Bituminous Surface SURVEYOR'S NOTES -sr-Storm Sewer � 6P Shot Taken on Bottom Of Pond ec Shot Taken Through on Back of Curb Fence * The Northeast comer ofdescription Section s1 as ne drawn the Est neween of this Southeast property and the East line of the and the �/ 20 Southeast Quarter of Section 1. The County Surveyor, on their breakdown sheet, uses t this some line as the west line of Section 6, Township 114, Range 21, but notes it was Found iron is 42.37 not verified. For the purposes of this survey we are assuming the some, but are ••.,;...•••••••feet north of centerline 417.82 Meas. requesting the County Surveyor to review, verify and establish the location of this line. NORTH 412.00 Desc. * Topographic, location and contour information taken from survey prepared by Valley Surveying Co., drawing dated 4-29-99, and Sunde Engineering, Inc., drawing dated 6-30-94, with certain areas field verified by Rehder and Associates, Inc. Centerline of County State ........................ Found iron is 0.30 Highway No. 12 ••.. w 9 Y �„qj 1 hereby certify that this survey was prepared by me or under my direct feet north and 0.03 supervision and that 1 am a duly Licensed Land Surveyor under the laws feet east SOUTH 709.50 Meas. of the State of Minnesota. 704.31 Desc. �o UTILITY STATEMENT Dated this 12th day of April, 2000. The underground utilities shown have been located from field survey RENDER & ASSOCIATES, INC. Found iron is 42.11 information and existing drawings. The surveyor makes no guarantee Fi. Rey that the underground utilities shown comprise all such utilities in feet north of centerline g P the v a area, either in service or abandoned. The surveyor further does not o ; warrant that the underground utilities shown are in the exact location OC� k indicated, although he does certif that the are located as accurate) �f , `D� 10 located thee from a underground uion tilities�ilable. The surveyor has not physically Alvin nneso Rehder, Land Surveyor 5 € '�aos ..✓r # to License No. 13295 ..W. 1 0 25 50 100 u) 3 � ? / 150 o WMMMINd B The East line of the West Scale in Feet o 30.00 feet of the East Three- Quarter of the SE Quarter of Sec. 1, Twp. 114. Rge. 22 Rehder and Associates, Inc. CIVIL ENGINEERS AND LAND SURVEYORS 3440 Federal Drive a Suite 240 • Eagan, Minnesota • Phone (651) 452-5051 JOB: 004-483.031 FILE: 00-124 l REt!_roni 77y AC ILDING C TY'S Copy — - - LO RO I LE . MINI S ORAGE BUILDING CODE 1997 UNIFORM BUILDING CODE WHEN INSTALLING ROOF PANELS, IT IS IMPORTANT TO ALWAYS BEGIN BY USING CONSTRUCTION TYPE TYPE II N GOOD SAFETY PRACTICES AND PROCEDURES. USE CAUTION, ROOF PANELS MAY USE GROUP MODERATE HAZARD, S-1 o BE SLIPPERY! DO NOT WALK OR STAND ON THE RIBS OF THE PANEL, THEY WILL WIND VELOCITY 80 mph .j' ENT, DO NOT LEAVE UNFASTENED PANELS LAY ON THE ROOF, HIGH WINDS CAN WIND EXPOSURE CATEGORY CGROUND SNOW LOAD 40 p sf -0 s EASILY CAUSE PANELS TO LIFT AND BECOME AIRBORNE. DO NOT STAND IMPORTANCE FACTOR 1.0 o ON THE EAVE OF THE BUILDING WHEN FASTENING PANELS. USE SCAFFOLDING SNOW EXPOSURE CATEGORY 1 M 0 0 OR j5 LADDERS TO FASTEN ROOF PANELS AT THE EAVES. STANDING ON THE EAVE SEISMIC ZONE 1 LINE OF THE BUILDING MAY CAUSE DAMAGE OR BENDING OF THE HEADERS AND SITE COEFFICIENT S-2 6 f CAUSE A POTENTIAL FOR LEAKS. =� j " PAGE DESCRIPTION 36 x 26ga. GALVALUME TRACHTE RIB n a .� o C ROOF PANELS (LENGTHS VARY as REQUIRED) 1 FLOOR & FOUNDATION PLAN BLDG. A 2 FLOOR & FOUNDATION PLAN BLDG. B k 3 FLOOR & FOUNDATION PLAN BLDG. C 4 FLOOR & FOUNDATION PLAN BLDG. D 5 30' ERECTION PAGE BLDG. A y 3'-8" DOOR HEADER 6 25' ERECTION PAGE BLDG. B _ 7 35 ERECTION PAGE BLDG. C & D TYPICAL ROOF PURLIN ' , 7„ x 9'_4" x 18ga. 5-0 o.c. 8 SIDEWALL PAGE � ° � •o � 3 0 9 DOOR PAGE -� ., URLIN PLATES #751 4 Q i BETWEEN RAFTER ENDS Q BOLT THRU COLS ' •• • _ I o, oa �WALL DOOR HEAD 10 SIDE R 0 oC z3 � br KNUTE W. raj FASTEN Iw/ 3/8" BOLTS #601 C�? 12" or 2 PURLIN CLIPS • ' • E o 1. #752 -49� o o a �"" Q CTR. OF RAFTERS ss airie ti 0 0 _ ZPRLINU SPAN 7 FASTEN w/ SELF—DR. 41, 1.4 10 LONG E D R HEADER SPAN CLIP #74810 zzz - F 3/8" B 601 ® 12 O.C. =Y CAL )OWOR JAMB 473 II N 5� rC. . - i ;_ - TYPICAL RAFTERS 441 10' o.c. 6ga. STRAP ROOF BRACES #798 r _ # 1 A-307 BOLT EA. END (REQ ONLY) SIDE WALL COLUMNS #362 6" FIELD DRILL HO E DOOR HEADER #485 , • , ; • •` � 8 a. galvanized I i 9 9 D UMNS #294/295 = , (8,_8" SIDE WALK i --�5,_0» �` EA 391 (10') or TYPICAL DOUBLE Cee CO NER COLUMN .• I► o ' > >► � � � � JAMBS #473 10' o.c. ��=;, EAVE RI 78 392 5 LO ED. -•,- -• � I 4-4 10 -0 # �TYP:BASE ANCHOR 778 DOOR STARTER JAMB �•', 3'—8 x 8 —0 FINISHED OPENING END W L w/ - #474 (PAIR) for ROLL—UP DOOR by TRAC—RITE DOOR, INC. . ; RIGHTS & LEFTS PURLIN CLI S 7 % I 8'-8" x 8'-0" FINISHED OPENING ' ' ' 585 •• $ga= Of�ME ,lO R co �D ERA ` I i for ROLL—UP DOOR by TRAC—RITE DOOR, INC. LNG z R ES z ST RTER #779 A REQ'D. C� ENDS 3 1/4 1 a I i 16ga. Iv. DO R 0 BIlE _ o CEN TE 'i" - w x 0 ( BASE CHORS #7 8 T E- FLOOR LINE _#290, START B SE o ANCHO S 779 -� _.-- '� � o � 1 18ga. FORMED DOOR z i DOUBLE JAMBS #473 a a ti !,1 N OCT. 18, . 1999 26ga. COLORED SILL TRIM #711 � 26 a CORNER "J" TRIM 713 g # �,,, ,.1,-- ----- ----- —-- FASTEN w/ POP RIVETS FS 3 1/2" x 14ga. "Cee" 18ga. FORMED DOOR CORNER COLUMN #279 STARTER JAMBS #474 E G E 0 v C 2" rr.T.s.x 4" x 18ga. EAVE/BASE ANGLE #391 (pair) RIGHT & LEFTS as REQ D. ANCHOR TO FLOOR w/ POWDER ACTUATED ANCHORS 01-d;!- N,-. P-15676 uu CITYS Co ' Py COVER SHEET . „. . 1��j.11��m I I II . - . I � I-I1_I1 1.�I�.I ���II � IR .NISI N II ___ - . I I I :�. I � I I I I I :: I E_ 0 b \I�. . I . � . I� I � I I I. I�I .I 1 I I I I�� II I I ..I� I� I 1�1I.1..,. I I ..I...�I I�'��:... _ I'1 I .I I .. I I . :� I I� �I� I .,� I I-I I I,. . I � II I .-I �. .I I � �I I,I II II I � �11 i . ,;, - ;- . i . NOTE: . . 1. . „ A - ST START EACH, END WITH A 5 0 SPAN ANGLE 775011 t # » i CON TINUE WITH 10 -0 P S AN ANGLES 775010 ;, A D -N END WITH A 5 ;, 0 SPAN ANGLE 775011 .1. „ „ _ _ 8 8 x 8 0 FINISHED OPENINGS for 279 362 ROLL-UP DOORS b TRAC-RITE DOOR 62 279 . ( Y CO.)) . 4 ,. p .... R '_ x 16ga. galy. STRAP WALL BRACING #797 w/(1) 295 \� /iI 1.L. \ / 295 1/2" BOLT #642 (1) END & (4) SCREWS, #606,THE OTHER �' \ / �\ i/ 9 REQUIRED 0 TWO LONGITUDINAL WALLS ON EACH END - 0 3$ 3� 294 ALSO EVERY SECOND TRANSVERSE WALL CENTER OF BLDG. 294 \ / \ ; . to 0 11 2 x 16ga. �galy. STRAP ROOF BRACING #798 295 \\ // I I i I I I I I \ /i 295 w/ (1) 1/2 A-307 BOLT ® EACH END (END BAYS) 6 o o '� \ / 1 I I I I - I I I \ _ . SEE THE ERECTION BOOKLET, PAGE 26, 1..�,, ;: 0 o I I I I I I I I ( �, ,1.1 FOR ADDITIONAL DETAILS _ �0 3$ I I I I I I I I 3� 294 ) co to 294 \ i 1 i I 1 I I I / \ <, . ,,.;c -cam. 1 i I I I I r YK_ .. \ - -- I r) / \ 295 _ .0 \ / :z1. 3 8 x8 -0 FINISHED OPENINGS for 295 \ ♦ . r o `� \ / E . \ / ROLL-UP DOORS b TRAC-RITE DOOR, CO. (__�, _� : 11 L11) 0 279 / / .-..Q :. ( , 3$ / \ / 3� 79 279 " 3'-8" x 8'-0" F.O. /" - I I I �� LE -, ,." 6 " °' .ct L. r c, �� rn Y L, r r r w • w • w r w • w r w • r • w • w • w r w • w • r • w • w • • • • • w • w • w „ „ , (�_ ZI - E- ls=t for ROLL-UP DOORS 10-0 10-0 10-0 10-0 10-0 10-0 10-0 10-0 10-0 10-0 10-0 10-0 10-0 10-0 10-0 10-0 10-0 10-0 10-0 10-0 26ga. COLORED TBS A RIB WALL PANELS, #585 ,�_ (by TRAC-RITE DOOR, CO.) (4) 36" COVERAGE x 9'-2 1/2" LONG PANELS �_` :N ; �:, c 200'-0" u • v - c ,> u, . � )_ �� .- c .0 '_a - of ',I - i L') i c Q) �- 1. s_. � -M i^ 4 FLOOR PLAN for 30' x 200' MINI-STORAGE BUILDING "A 1 8 1'--0" ; V, a . L. I IL . . . . . ,_, n� - o o H o „ o W � "� O N 3 0 j U) a`� � � .5 ,� -- riff 2 _ 0) E i UMILI L�� laad 'P-- - - r; - __ - �_ �_ m � � � �,z � w a �; co 4 o a� E a Z `a n, o 0 o c . H_ U) L U L Q p `: - o 0 END WALL ELEVATION SIDE WALL ELEVATION 1 8'=1'--0� END WALL ELEVA lION a . _� IM o (-I N ,;;: o o , W ,�, o o I c, r o R N 3 H o; a o, U o o ,z \ o Ix o o ti. ,� � °p H \. o 0 I . 1. . !Z � L . I � ..L, I I L I. I I I I I �.I I I I I I I I L I�. I I L I � �: .L. I L�' t �L � -1 L . L. 1:. ,. L, I . - . I I ?> s h 1 ---I-- ----I ------------ L------1-------1-------L------ L------I-------I ------ 1-------1----- -•------ ------------ -= --- --- 1----- . a I I I I I I , I . 1 � . I : Y � I I ;, I 1 I I I I I I I I I I I I I I _ O I I •_ r 1 6 . SQ. INTERIOR FOOLING I I I I I - I I I I I I I I _ _DETAIL] "C" - o I SEE SECTION DETAIL #2, SHT. #1 j I I I I I I I I I I I SEE SHEET 0t 1, It t : , I I I I 1 DETAIL "B" I I I I I I I I I I I I I I I I I I I DETAIL( , "B" 11 ­ o SEEHEET1 i I I I I I I I I I I I I I I I I SEE SHEET #1 ,, . I I I I I I I I I I I I I I I I I I M , I I j j I I I I I I I I I I j j j DETAIL]"C" I I I I I I I I I I I j I . SEE SKEET #1 rl, _ rl, _ r1, r1, rl, _ rl, _ rh rl, ri, 'I, rl, rh rl, rl, ri, rl, rh ri, rh ' I » w N DETAIL. B I I I I I I I I _ i I I DETAIL B I SEE $HEFTS I I - I I I I HEFT 1 I I I I I I I I I I I I I SEES o p A I I I I I I I I I 1 I I - I I I j I . ET AI A DETAIL, B . 1 I I I I I I I I I _ o SEE SKEET 1 I I I I I I . 1 I SEE St�EET #1 I . - I I I I I I I- --- -- -=----I------ ------ ------I------ I ------ ----=-I-----J 1 q i r__- I I I I I I I I I I L I . 1 I . I ._ , I_ {;. l I I I I I I I I _ , . . I ,. 1 I I I I I I I I 1 1 I I I I I I . �-+ I I I I I I -I I I I I I ;. i I I I i i 10'-0" 10'-0" 10'-0" 10'-0" L 10'-0" 1. 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" I 10'-0" I 10'-0" I 10'-0" ( 10'-0" 10'-0" l 200'-0" E U1 f 1f f f f "All b f v ,7 � 30 - 1 x 200 FOUNDATION PLAN for 30 x 200 BUILDING A 1/8 - 1 -0 � 6. . w 1. _ - c � . . 3• to 3 1/2• �-1 �+ 0 _ M h ► ,D i 'Q i A all -- a • ' Z D'ns z Q '� d.. w >° ° 1. W ,��, 4 Do o3 NOTE V1 [-+ 1 2 EXPANSION ANCHORS ARE RECOMMENDED O / IT., _ . 1 IN LIEU OF CAST IN PLACE ANCHOR BOLTS �"' o p O ANCHORS MUST HAVE ALLOWABLE LOAD OF w. �,; H . Q , 0 NOTE • ,a. x � Ix S. 2000 lbs. IN TENSION AND SHEAR �_ a FOUNDATION MUST BE SQUARE AND LEVEL s x s 10 10 w.w.F. a s w w NOTE: VAPOR BARRIER EXPANSION ANCHOR DETAIL _ I I SUPPORT COLUMN -. IF CONTROL JOINTS ARE CUT INTO THE SLAB CONCRETE MUST BE OF MIXTURE AND DENSITY To END, SIDE or INTER. . L / F THE CUTS MUST BE AT LEAST ONE FOOT OFF TBS's YIELD A 3000 PSI TEST AT 28 DAYS. FOUNDATION ( Dote BASE CUP #783 --- - -- •,� 1. OCT. 18, 1999 1 O' x 10' GRIDS. PLAN SHOWN IS FOR 'A PRESUMED 2000 PSF ALLOWABLE 1 t 2" x 9 1 4" > > x 4•Nmai ooNt a. 1., �'' :, Drown b v SOIL BEARING. PLEASE NOTIFY ENGINEER OF ANY a 1/4 NO CH (TYP.)/ 1 1 2 x 9 1/4 S. ems( t( ) 1 Fi S UNUSUAL CONDITIONS. s NO CH (TYP.) 1/2•a� oRs e•:e•fo/10 1W.F BAS CHANNELS287 wwoa Burt III I I I.... .. ......:_ NOTE: REINFORCING STEEL: ASTM A615--GRADE 40. �__ f (-11 : -: III=1 Checked, by y COLUMN PAM -• ------- it I I I I 11-1 II =_ I I I I I I I I I LAP ALL HORIZONTAL REINFORCING 12 INCHES CENTERLINE TRACHTE EXCLUDES ANY AND ALL PREPARATIONS r 1 �� 1, 1=III III_ .11=III III=III SC al.- MINIMUM AT SPLICES AND AROUND CORNERS. 1/2 ANCHOR _I I I.II - - - I I=I I I.I INVOLVED IN PROVIDING SUITABLE CONCRETE PADS FIELo NOTCH BoIT ENo . 1. '• - - I I I-1 I1. I I-1 I I-1 I I-1 I I-1 I I-1 I I of CH NNEL BETWEEN COLUMNS - - :..: ..`: AND/OR FOUNDATIONS TO ACCEPT ERECTION OF WELDED WIRE FA(3Ric: ASTM A185. - Or G-N . ,• •;. . , - - III COMPACTED FREE DRAINING de - 1 2"0 ANCHORS -111=1 I :. .•_ PLACE W.W.F. R INF. A - / _ i-r�r►-ptcC TRACHTE MINI STORAGE BUILDING SYTEMS. E T MID DEPTH OF SLAB AND „ _ - - - - _ P 15676 : 0 » -1 I I-I I -T ,_4• - -I I(-I' "�1N° �"""�"R NON ORGANIC GRANULAR FlLL LAP 8 A S (6) POWDER ACTUATED ANCHOR - t - -rya. , T IDE AND END LAPS. ,,;. -I - - I I- I(- - - - -I _ ALSO EXCLUDES ANY ANCHORS REQUIRED TO ., .. III _ h N Q REQUIRED AT EACH WALL COLUMN -,, See# o. ! i i » » w/ INTERIOR X BRAGNG797 FLOATING SLAB DETAIL INTERIOR FOOTING DETAIL .,, q ­::.� SECURE THE BUILDING TO THE FOUNDATION. FIBERMESH REINFORCED CONCRETE MAY BE `' ".,: 400 Ib. IN TENSION.do SHEAR .: 1 -1 0 USED IN PLACE OF THE - WELDED WIRE FABRIC DETAIL A 1 o f 31 a a a In all � E:!Z!! � � DETAIL B -- I I �, ­ 11� j . . I . I I , !, I - ­ : . _ i - (THIS DOES NOT REPLACE THE REINFORCING BARS) i L � . J: � I I L . . . . " 11�;, 11 L�1 L L' . .. 1 .I I I . I 11 � . I .. I I ­ . LDETaL11 : ,, 1. I L ­ � . . 1 ., L :! ­ .1 , . 1 11 . . I . I I I 11 , . 1 . 1. L . ! I i,: I . I 11 ­ I . _ _ - - _________ _____ - ___ __ __ _ . 1 I � . I 1 . " _-�11111 1. � :�, � _____ I I I I LL:;;� - - I . I L �­­ . I 1. ,� - -1 ­, : I.. I L I . L I I . I. . . � ­ L' I . �, � i . I .� I � I I: 1 .11 I I I . I : I„i -L I . I I. , I I ­ I ,�. . . I I L L . I I I I ':::I I L I _. I L I L L L . I . I I � 1. _ I I I I I . ILI � I I . I'�LL: I � - I I L �i �­ I : L . I I , i I I L I L , L L I ,�.;. 1. ­ L ! � L . I ;1_ L I � ...;v �, I ,; . I L L I I ... I L �, .1 . ­ ...., I I . . . L I ­­LL"...�",­­ .­ . . I...111­1 . ­_'­V,.­ �­­­.,�­.­.............�r...t.,­,­ ­_�7".L ,� ­.. I I I ­1" I.O... d� ­1� -�j i . . .. 1.,. ­­ ".1 ­1 . , .�­.,.�­'''"," :` � . "'. ..........I ,,, .... 'L � ­ I I—: I ­ , :REVISION b NOTE: START --- EACH END WITH A. 5 —0 SPAN ANGLE #775011, CONTINUE 'WITH W—Q" SPAN ANGLES #775010 AND END WITH A 5'-0" SPAN ANGLE7 501# 7 1 8 —8 x 8—0„ FINISHED OPENINGS for ROLL-UP DOORS (by TRAC-RITE DOOR CO.) 279 „ 279 362 2 x 16ga. galy. STRAP WALL BRACING #797 w/(1) 1/2„ BOLT #642 (1) END & (4) SCREWS, #606,THE OTHER REQUIRED AT THE FIRST TWO 10' BAYS ON EACH END. 9 . ., I � 2 5 - 295 � � ,j:: I ALSO EVERY SECOND TRANSVERSE WALL. _ � Ic 2 x 16ga. galy. STRAP ROOF BRACING #798 3 ,. 294 ,� , 294 � I I I w/ (1) 1/2 A-307 BOLT @ EACH END (END BAYS) (SEE THE ERECTION BOOKLET, PAGE 26, o� ' e' 294 382 38 294 FOR ADDITIONAL DETAILS) ftc 295 3'-8" x 8'-0 FINISHED OPENINGS for i -' I I I i i i ROLL—UP DOORS (by TRAC—RITE DOOR, CO.) CN co ic 279 362 I 79 279 UD \ I li o 3'-8" x 8'-0" F.O. z for ROLL—UP DOORS •_ ,_ » ._ » ,_ » ._ » ._ w ._ » ,_ » ._ w ,_ » ,_ w ._ » ._ w . » , w . » f,.. ,_ w ._ w - r_ w 10' 26ga. COLORED TBS "A" RIB WALL PANELS ,- (by TRAC—RITE DOOR, CO.) — — — 4 (4) 36" COVERAGE x 9'-2 1/2" LONG PANELS #585 200'-0" inu FLOOR PLAN for 25 x 200 MINI—STORAGE "— �-STORAGE BUILDING B 1 8 — 1 0 min c N C D WALL ELEVA TION SIDE WALL ELEVA TION 1 8'=1=0" END WALL ELEVATION EN .� k � � : 3 Q, ZZ to p v o 0 v I -------------�------T-------'-------I ----- j-------1-------j -- ——— F a I I ) I I I I I I I I I I I DETAIL "C` i o I I » I SEE SHEET #1 ;.,. , 1 —6 S0. INTERIOR FOOTING _ i I _ � " w DET I : AIL B i_ I 1 I I 1 EE SECTION DETAIL 2 SECT. 1 I I `1 I _ �` , � DETAIL B SEE HEET #1 ' SEE SHEET #1 .t, r , cv I r}I I, rl•, rl•, rl,. .:, � I I `}' Bw I .t, .t,DETAIL I N .}, DETAIL "B " SEE �HEET #1 " w SEE SHEET ;�1 o I DETAIL A j DETAIL"B` i I I I I j o SEE SHEET #1 1 I SEE SHEET #1 I I I I 1 I I I I I 1 I I I I I I I I I I I I I i I i , 1 1 1 1 I I I I I I I I I I I I I I 11-4 I I I I I I i I I I I I I I j j j � 10'-0" 0-0"' " ' " ' " ' 0 ( 16-0" I 10-0" I 10'-0" I 10'-0" I 10,-0 1 10'-0" 1 10'-0" 1 10'-0" 1 10,-0` 1 10'-0" ( 10'-06 25'1 " x 200'-0" FOUNDA 1/ON PLAN for 25 x 200' M/Nl—STORAGE BUILDING B 118"-10 OX V�L T W V O O A O w C E ' o a n .. `: Dot(? wi OCT. 18, 1999 _ Da n Y r w _b a - FS G eck ed,b a Scale Order No. P-15676 ..She No, {, 2 ©f 9 EWS N by 0 -NOTE. .• , START �, EACH END WITH A 5-0 SPAN ANGLE 7750 # 11, C0RllXUF MATH 10'-0" SPAN ANGLES #775010 AND END WITH A 5'-0„ SPAN ANGLE #775.011 8'-8" x8'-O" FINISHED OPENINGS for 26ga. COLORED "A" RIB WALL PANELS 279 362 ROLL-UP DOORS (by TRAC-RITE DOOR CO.) 362 279 (4) 36" x9'-2 1/2" LONG PANELS #585 o 295 �� �� i i I 2" x 16ga. galy. STRAP WALL BRACING #797 w/(1) `� �� 279 295 1/2" BOLT #642 (1) END & (4) SCREWS #606 OTHER I ` REQ'D. ® THE FIRST TWO BAYS ON EITHER END 0 o 3$ I I I I I 94 I I 3�� 294 ALSO EVERY SECOND TRANSVERSE WALL 0 10' SECTION - ;n 2 � ; I I I I � o ; 295 295 " o 0 0 �V� 2" x 16ga. galy. STRAP ROOF BRACING 10' BAY #798 & 295 #799 ® 15' CENTER SECTION (35' BLDG. ONLY) ,.E nOo , ;,---------.ry.iIiIIIIIIIIiIIIII-,;-------- �r1iIIIiIIIIi.JfIiII'II I—;,-iI ------�J11iIiIiIIIiIiII1I; r�-•1iIiIIIiIiIIIIIIIII,, 200r�'i1jIi(.IIIiIIIIIIIIII—�0" r,1jIi(IIiIIIIIIjIIiiI ,, i1I1IiIiIIIIIIIIIIIII�,II rtliIiIIIiIiiIIiIII1I• �liIi(iIiIiIIIII w/ (1) 1/2 A-307 BOLT EACH END (FIRST 1.0 BAY ON END) 38 294 (SEE ERECT. BKLT., PAGE 26, FOR ADDITIONAL DETAILS) 82 _ , i, yL,<, ` } , .7 �gxrf`4;O�3oC,Q;O ; 10 194 CL C�U0Loo Ncpo 295 6o � 3x or ROLL-UP DOORS (by TRAC-RITE DOOR, CO. INC.)0 279 279 x83 NOTE: -UP DOORS SPECIAL 15'-0" LONG CENTER RAFTER 450 AS REQUIRED <for ROLL �o-ow �o-o» -0 �o-o" 10-o" �o-o» �o-o" -0" -o� �o-o �o-o �o-o �o-o �o-o" �o-o �o-ow �o-o 10 10 1o(by TRAC-RITE DOOR, CO.) ALSO CENTER RIDGE ANGLE #300 ACROSS TOP OF RAFTER FLOOR PLAN for 35' x . 200' MINI-STORAGE BUILDING C . = _ N Z 4 � V � N Z_? : a`QEND WALL ELEVA 7/ON SIDE MALL ELEVATION eC1/8 =1 -0 END WALL ELEVA TION � o c �o ———————————————— 4------4- ------I------- ----- : —————— —————— ————— —————— 1 -6" SQ. INTERIOR FOOTING DETAIL wC» SEE SHEET #10 SEE SECTION DETAIL #2, SHT. #1 Lij DTIL B DETAIL "B" HEET1 SEE SHEET #1 I DET I SEE S ET #1 L , DETAIL M w SEE $HEFT1 DETAIL "B" SEE SHEET #1 �o DETAIL "A" DETAIII B I o SEE SHEET #1 SEE SHEET #1 l3O3o4�. � w�Z O p 10'-0"10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10—0w 10r—Oft 10r—On 10.-0w 10r-0w 10.-0w 10.-01 10.-0w 10.-0• 10.— 10.-0w 0-0w ZZ " 035 -0 x 200 —0 FOUNDA TION PLAN for 35 x 200 MINI—STORAGE BUILDING C 18"=1 _0 O OE4o 0O I� Ix oDateOCT. 18, 1999 Drawn, by Checked by. �UU FS r _ 4 Scale Order No. P- ; Nil IN m 0 156 6 .,Sheet No.0 m it 3 of 9 is RUlIN '; b >, Y .NOT STA RT EA CH END WITH A 5 -0 SPAN ANGLE #775011, CONT9Nt�E NTH 10'-0" SPAN ANGLES #775010 AND '— EN D WITH A 5 0 SPAN ANGLE #775011 „ „ 0 26ga. COLORED. A RIB WALL PANELS .. " 8 8 x8 0 FINISHED OPENINGS for -- - E < , 9 2 ,1 2 < LONG PANELS 585 27 9 36 ' { 4 36 x , / # 2 tDOOR362 279 •. ROLL—UP DOORS b TRAC—RITE CO. { Y o , 2" x 16 a. alv. STRAP WALL BRACING 797 w 1 i 295 i i 4 SCREWS O6 OTHER , - 295 279 1/2 BOLT #642 (1) END & { ) #6 - . o - i I i REQ D. @ THE FIRST TWO BAYS ON EITHER END 0 3$ I j j 3$ 294 ALSO EVERY SECOND TRANSVERSE WALL 0 10' SECTION � 295 y o 0 0 \����/ �� �� 2" x 16ga. galy. STRAP ROOF BRACING 10'. BAY #798 & 295 #799 ® 15 CENTER SECTION (35 BLDG. ONLY) w/ (1) 1/2" A-307 BOLT EACH END (FIRST 10' BAY ON END) 38 294 (SEE ERECT. BKLT., PAGE 26, FOR ADDITIONAL DETAILS) I i • I I I _ I �. �_ >► .•. ,; . o ;n 295 i 3 8 x 8-0 FINISHED OPENINGS for i I I i I i ROLL-UP DOORS (by TRAC-RITE DOOR, CO. INC.) 0 279 � 3� I I - i I � 382 I 279 279 �., . ... _ in i I �- NOTE: , . T R 450 AS REQUIRED . ._. . 3'-8" x 8'-0" F.O. - SPECIAL 15 0 LONG CENTER RAFTS Q for ROLL-UP DOORS 101-0" 1 �� 10-0 10'-0" 10'-0" 10'-0" 1o'-0" 10'-0" 10'-0" - 10'-0" 10'-0" 10'-0" 10'-0" �o'—o" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0' 10'-0" ALSO CENTER RIDGE ANGLE 300 ACROSS TOP OF RAFTER j '# (by TRAC-RITE DOOR, CO.) 200-0 Sl CS : 4 FLOOR PLAN for 35' x 200' M/NI—STORAE BUILDING "D" / 8R. �=''—Q'� _ au V N �-1 O Q r 1-a V j 3 W C .y Q] O c0 e 3 y END WALL ELEVA 77ON SIDE WALL ELEVA TION 11811 1'-0'� END WALL ELEVATION o 0 i I • r I , L: —i-- ---� --- -------------------1 ------4-------i-- --I — — —a---- -i--- =-I — — — — -- — ----- --- — --- — — — - I ------+ — — — ------ ' -------i=---- - : ,. i I I 1-6 SQ. INTERIOR FOOTING I I I I I i I I I I I DETAIL "C" o I SEE SECTION DETAIL #2, SHT #1 i I I I I I I SEE SHEET 1 .- J j i I j I I � 41 rI 1 1 1 1 I I i _ � y r+ r r r rlr -rr rr rr rlr +�� L�.� i.1.i i.�.li i.�� ' il.•i i I I 1 I i I I I 1 o I D I "B" I I I i I I j I I j I I I I j i i I „ „ M HEET #1 i I I I I I I I I I j I i i i I DETAIL B i i I I i I I j SE SHEET #1 E I I I 1 I I I I I I I I I I i i j DE I 1 I I I I I I I I I I i I I I I I SEES SET #1 ep - �r+�, - - --'�;'- -iti - r ,r..`, - - r• + r+ r+ r+ !i rl r! r' r� r� r�, 11.i DETAIL B W i I I 1 I i . I 1 i DETAIL B N I SEE HEET 1 I I I I I E-'' $ # I I i i I I .: I I I I I I SEE SHEET 1 . A C I DETAIL A 1 DETAIL' B I -� I I I i I o SEE SWEET #1 1 SEE SHEET #1 -----i-------i -- -- —,- -----'---- -----, -- ——— -- ———————————— —————— ------------ —————— — --------- 1 I j • 1 I I I I I I I I � � i i j i i I I i i i i I i i i i i i i O O 1 1 » 1 1 » 1 1 » f " I » 1 » 1 » 1 » 1 » 1 " 101-0" ( 10'-0" 1 10'—o" 10'-0" ( 10'-0" I 10'—o" 1 101-0" I 10'—o" I 10'-0" 10—0 10—0 10—0 10—0 10—0 10—o 10—0 10—0 10—0 UO—0 ( 101-0» 200'-0" I Z Q z 35'0» x 200'0�' FOUNDA TION PLAN for 35' x 200' MINI-S TORA GE BUILDING �D V8* =1'—Q w A O O r - O O. a O 0 Dote OCT. 18 1999 Dro wn i;by - N ; FS Checked,by _ Scale - Order No. P-15676 .;Sheet No, ; d 4 of 19 - _ 1 _ I , REVISION` by i D lop-0 lt 109 1 —0 10 —0 10 —0 10 oft (END CLT.) (STARTER BAY) SPAN CLIPS #792, FASTEN (END CLT.) i RAFTERS #441 SPAN CLIP #792 /(2) #8 SCREWS, # 086 SPAN CLIP ,#792 RAKE TRIM #759/#760 ROOF 'PANEL PURLINS #408 -RAKE TRIM ,#759/#760 9 —4 1/211 - HEADER SPAN CLIP 748 , -� I— FORMED SPAN ANGLE #748 N0�' 3�4" 5 2" # r- - - � r - - � r — o —r — � o . HORIZONTAL HOLE 1113�16" , SPEC. PUR LIN CLIP..#753 _ I ,;-SPEC. PURLIN CLIP #753 TO .THE .BOTTOM 9 -11 1 4 PURLIN CLIP 75 END WALL DOOR HEADER 4 — # =�� # 88 3 8 dla. A 307 BOLTS ATYPICAL FOR ALL CONNECTIONS � : ' � �;�END WALL DOOR HEADER #488 NO END W » ALL RAFTERS OR PLATE 751 : 1 2 TYPICAL # �;(NO END WALL RAFTERS) 2 ROOF FRAMING LAYOUT (MAY VARY _ �.�, m o 0 0 0 n , END WALL COL. 294 295 # / ROOF PURLIN 408 _ END WALL COL.. #294/295 d- � � 16ga. galvanized g g G � cR � � PURLIN CLIP #752 PURLIN PLATE #751 PURLIN PLATE #753 n 10 r� 00 12ga. galvanized 12ga. galvanized 12ga. galvanized a . 3 1 4" (PURLIN TO CENTER OF RAFTER) (PURLIN TO COLUMNS) (PURLIN TO COLUMNS W/DOOR ON END) a s, RAFTER #441 14ga. galvanized TYPICAL ROOF FRAMING MEMBER DETAILS D � 26ga. ACCENT COLOR RAKE TRIM #759 18ga. FORMED DOOR FRAMES NO ROOF WHITE FIBERGLASS PEAK BOX 793 ( RAFTERS ARE REQ D.) 3 . > siC r - - - - - - - - 1 I - -- - - - - - - - - CORNE IM 713 —— P" > U I ► I I 13 1/2" xl 4 a. galy. ICE! COLUMNS I I � � , I I ► I I I 0: z _ 31 I I I ( /2 G RUN ACIR SEND W L )I I16ga. - 2 x STRAP ROOF BRACING 798 18 a. FORMED HEADERS 488 _ 18 a FORMED HEADERS 488 - 5 0 "LONG „ j 1 I I 1 9 # w/ (1) 1/2 " A-307 BOLT EA. . END ACROSS END w/ CLOSETS a, o ACROSS END w CLOSETS NO RAFTERS ' I � I 16ga. gal OOR BAS (HORS ;, � , / ( ) SEE THE ERECTION BOOKLET, PAGE 26 NO RAFTERS REQ D. F FOR ADDITIONAL DETAILS) I ► 1 STR � END OOR BASE I CHORS #77 I I" - # I I 9 x 3 1/4 x 14ga. galvanized Cee 1 I I I ► DBL.�° END DOOR BASE I HORS 7� I - - , Y. i i '. RAFTERS nom. 10'-0" LONG #441 � 3 1 2 x 14 a. alvaniz » 362 362 d Cee CO NER 9 9 » 3 -8 x 8 -0 . F.O. OR ROLL-UP DOORS 7 x 2 1/2 x 16ga. galvanized Cee 279 COLUMNS 279 (TURN 1/2 LEG A BOSS END ROOF PURLINS 9'-4 1 2 LONG 408 » ► » » , » , » , » ► » ► » , » , » , » , n '5 -0 5-0 5 -0 5-0 5 -0 5-0 5-0 5 -0 5-0 5 -0 5 -0 5-0 N » » »_ l " » » o I \ \ 295 a A END CLOSET FRAMING ELEVATION 1 4 —1 :,, 0 B E '- " o I `\ , Q o ND CLOSET ELEVATI N 1 /4 1 0 : p' y .� 4 Ir I E _ o p C. / \ 382 / 382 382 z Q ; o o / \ / 294 to �.-r k c �.. 3 , I o o ,c N o _ c a \ / \ / o , 295 _ _ E+ . 3 _ O O = / . \ / v � O o to I 382 \382 382 I s - c 294 . . H ;� �. � � -,D_ o o , to 9" x 3 1/4" 14ga. galvanized "Cee 408 408 408 408 408 _ f j 295 10'-0" LONG ROOF RAFTERS #441 TYP. o \ / \ / o I // \\ N 10 362 �/ \362 362 5 0 , 8 8 LONG x 18ga. ORMED I 279 . 3 1/4" x 10'-0" 18 a. galvanized x 8 1 8 a. g v. # I / \ DOOR H A R 4 / 2 x 16ga. STRAP WALL RACING #797 w/0) » » i A H E RIPARTITIONA E E DES # 85 \ END WALL Cee CT,: GIRTS 291 » » , 1/2" BOLT (1) END & (4 SCREWS THE OTHER ( IE D N T R Q I D - 2 x 4 x 18 a. alv. 10 -0 LON 2 x 4 x 18 a. alv. 10 -0 LONG , R-E U=CRED=C�-=E-VE - - �t 0 9 9 9 9 � ���� �TR�i�Ei�,S ``- FORMED EAVE ANGLE 39103 FORMED EAVE .ANGLE 39103 ' PARTITION WALL (SEE. FLOOR PLANS, % �� �Ff � � 1 x 8' 1 8 a. Iv. 7 21 �o BEF,RING CLIP #783 % " I I 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" F. 0 T R P N TY UNDER INT. COLUMNS f82, , , IE D N.11 .11 T R I DI d- ( . _TYPICAL ROOF FRAMING PLAN (LENGTH WILL VARY AS REQ D.) 1 /8"m1 —0 1 2 x 1 3 8 x 1 1 4 18 a. x 10 0 B SE CH _ CHANNEL ' / / 9 287 ANCHOR T FLOOR w POWDER ACTUATED- .ATED A (HORS 48 9 3 0 COVER. PANELS _ _ / O.C.o c. _ 27 0 O 26ga. TRACHTE A RIB 3 8 x 8 0 FINISHED OPENING for 10 —0 10 —0 10 —0 . 1 30 —0 WALL PANELS - a ROLL-UP DOORS (BY TRAC-RITE, INC.) < SEE ELEVATION DETAILS 4 'fC£ TYP. INTERIOR WALL FRAMING ELEV. 114, =1 '—Oil "D" TYP. INTERIOR PARTITION ELEVATION 1 /4"=1 '-0" 8'-8" x 8'-0" FINISHED OPENING for 0 ROLL-UP DOORS (BY TRAC-RITE, INC.) 4-4 I� _ 279 E-4 ul _ E-a 9'-8 1/2" >_ » 10'-0" A 2 ' x 16ga. ST AP WALL BRACING #797 w/(1) w w ROOF RAFTERS 10 0 O.C. o » A (TYP. BAY) 1 2 BOLT (1) END & (4) CREWS THE OTHER z C ( EE ERECTION BOOKLET, P GE 25) o 0 ( EQ D. ® FIRST TWO 10 BAYS ON EITHEREND) � 5 _ I w ROOF PURLI 08 TYP. . 3 x a. galy. I Ln T A INTERIOR C C E. GIRTS 291 H I I ON PANELS. :,4, S #382 # � . � I wl _ o N 5 �� p o = _ N T H A QUIRED ►� ( ) 2 x 16ga. RA m w O #606 HERI---- 6 ' ;�, o H c•, 1 2 BOLT 1 E & 4 SCREWS, -- —9 Iv. 1 I PLACE END OF RACE BETWEEN POSTS `° °' o o a o P R TI N FI E A LS #57601 d. ; ( I N T H A IQUIRED ) fLo THEN FASTE TH ALL 3 pc.) -q- o '� y o a �' p., H o = _ � y » » » » •— O O FASTEN TO PURLIN I BASE 1 1/2 x 1 /8 1 1/4 18ga. x 10 -0 ASE CHANNEL #287 .I 279 ^I Dote ,�, �, CHANNEL w SELF—DRILL. SCREWS � 3 "' ANCHOR TO L00 w/ POWDER ACTUATED ANCHORS 48" o.c. "� OCT.oCT 18, 1999 9,_0„ (3) 36" PANELS 10>_0„ yf : 10,_0» 10,_0» 10,-0» ��awn by 6 6qt FS 2» x 16ga, STRAP WALL BRACING 797 w 1 9 /O 26ga RIB checked by TYP. 10 LONGITUDINAL PARTITION WALL DETAIL 1 /4"=1 '-0" 1/2" BOLT (1) END & 4) SCREWS OTHER WALL PANELS REQ'D ® EACH SECOND TRANSVERSE WALL Ole } ( ) SEE EL I- DET ILS ( ) M Order No. ; 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" P-156 6 ,. 7 No. TYPICAL FLOOR PLAN LAYOUT (EXAMPLE ONLY ` MAY V RY 1 8 -0" A 5 : of - 9 L REVISION b y .f 9 • O O O io -o 10 0 10 0 10 -0 10-0 10-o NOTE: (END CLT.) (STARTER BAY) SPAN CLIPS FA TEN END CLT. SPECIAL 5'-0" LONG RAFTERS SPAN CLIP #792 RAFTERS #441 ),�/(2) #8 SC�792, Ews, # 086 SPAN CLIP 792 # � for: CENTER of 25' or 45' BL ROOF PANEL ' PURLINS 408 RAKE TRIM #759 # RAKE TRIM #759;= o HEADER SPAN CLIP #748 r• r t r r ° r• ° FORMED SPAN ANGLE #748 0 9 —4 1/2 o ^ . PURLIN CLIP ° ° ° ° — ° ° ° ° ° NOTE' ° 3 4» » SPEC �---•.. SPEC. .PURLIN -CLIP #753 � / „ 5 1 2 a / / END WALL DOOR HEADER #488 3/8" dia. A-307 BOLTS TYPICAL FOR ALL CONNECTIONS PURLIN CLIP #75 HORIZONTAL HOLE 11 13 16 (NO END WALL RAFTERS) TYPICAL R00�' FRAMING It.A OR PLATE #751 (NO ENDEND RAFTERS R HEADER , 488, TO THE BOTTOM EN LAYOUT (MAY VARY) - 9'-11 1 4" • D WALL COL. #2941295 / erg END WALL COL. #2941295 m° o 0 0 0 0 0 �3 2 0 2 1/2,> , r o 0 0 0 0 0 �. o o S rn d- d- ROOF PURLIN #408 ellto 16ga. galvanized PURLIN CLIP 75 zs K � # 2 PURLIN PLATE 751 PURLIN PLATE 753 , z. 12 a. galvanized 12 a. galvanized t_ �. 9 9 9 9 12ga. galvanized x. _�. t rn. 3 1 4" PURLIN TO CENTER OF RAFTER PURLIN TO COLUMNS PURLIN TO COLUMNS W DOOR ON END `' .S { ) { ) { / ) � 5- f RAFTER #441 14ga. galvanized TYPICAL ROOF FRAMING MEMBER DETAILS ,`= L 26 a. ACCENT COLOR RAKE TRIM 759 E 18ga. FORMED DOOR FRAMES 9 # �. t <, .• -' (NO ROOF RAFTERS ARE REQ'D.) WHITE FIBERGLASS PEAK BOX #793 f,z CORNS IM 713 R 3 1/2" xl �a. galy. �' " COLUM i 2" x 16ga; STRAP ROOF BRACING #798 18ga. FORMED HEADERS #488 I I I 1 (3 1/2" LE (;'-$ RUN ACIR $S END W w/ (1) 1/2" 0 A-307 BOLT EA. END ACROSS END w/ CLOSETS i NOTE THAT THE 25 WIDE BLDG. W S.S. ROOF —1..- 1 I I I I I I I I (SEE THE _ERECTION BOOKLET,: PAGE 26, (NO RAFTERS REQ'D.) o HAS AN EXTRA SET OF PURLINS FOR ADDITIONAL DETAILS 116 a. all60OR BAS NCH a, I ACROSS THE CENTER OF BUILDING.9 9 N � . I ORS I I I I STIR. ENDI OIOR BASE IA (HORS #77 I I 9 x 3 1 4 � � � a / x 14ga. galvanized Cee � o � , �. I I DBL. END dOR BASE IA HORS #7 I I ,,• 10 _ - H , o (� 0 LONG, ROOF RAFTERS 441, 5 0 LONG 439 # # t 7 x 2 1 2 x 16 a. co galvanized Cee ROOF C3 o o '� �° b a 3 1 2 x 14ga. galvan zed Cee CORNER , , / 9 9 » a 3 8 x 8 -0V.O. for ROL UP DOORSI. COLUMNS 279 TURN 3 1 TYP. ' PURLINS 9 -4 1/2 LONG #408 ® 5 -0 O.C. z o 6 0 2 # { /2 LEG CROSS EN , t 362 279 5 -0 5 -0 5 -0 5 -0 - t ff „ ff t 5 0 � ., 279 Q `ox �� � � � 3 5 0 5 0 5 0 5 -0 5 -0 1. � tJ N f! �f f ff ff !! I o,� ° -, 2 ° A END CLOSET FRAMING ELEVATION 1 4 =1 —0 B END CLOSET LEVATION 1 4"=1 -0" o I / w 3 / 295 H ---- a, c , 0 o I / 382 / 382 382 a 294 H. � o -.• t 382 382 382 9" x 3 1/4" x 14ga galvanized »Cee" 408 408 408 408 0 o y — 10'- 0 LONG ROOF RAFTERS #441 TYP. I 294 N t x F. 1 8 V. / i � _ # :; _ 295 5 0 NG ROOF R � AFTER 439 o # AHERI ATI10 'A El .:, 3 1 4 x 10 0 18 a. galvanized -- \ . E r IE D N T R I D o 362 362 279 ( Q I .. 2 x 16 a. STRAP WALL BR ING 797 E / - w 1 ND WALL Cee CT GI�?T� 8 8 LONG x 16 a. FORMED / -: �. # ) 291 i 9 » � 279 d- i 1 2 BOLT� 1 END & 4 REWS. THE 0 ER _ o :n : DOOR HEADERS 48 REQUIRE ECON R1�NSVERS __:_:—• — # 8 f , » PARTITION%�IVALL� SEE FL00 PLANS rn 2 x 4 x 18ga. galy. 10 -C LONG 2 x 4 x 18ga. galy. 10 -0 LON { -� ) 1 x7 1 8a. gly. # 721 _ FORMED EA E ANGLE 3 10.3 FORMED EAVE ANGLE 39103 BASE BEARING CLIP J783 FAR I10 TRP N # # LACED Ca? 3 -4 o.c. ( IE D N T R Q ( D 10f_O» 1 Of_0„ 10f_0„ 10,_O» 1 O,_0» 10'-0» 1�,-0„ 10f_0» 10,_0Zff » » » ' » i » 1 1/2 x, 1 3/8 x 1 /4 18ga. x 1 -0 BASE CHANNEL #287 � �� —1 — ' BASIC ROOF FRAMING PLAN (LENGTH WILL VARY AS REQ D� 118 — 0 ANCHOR ;TO FLOOR w POWDER ACT ATED ANCHORS 48" o.c. �► 22'-0" ($) 3 -0 COVER. PANELS 1' 6" 1 =6 , 25'-0" "C;" TYP. INTERIOR WALL FRAMING ELEV, 1 4"=1 '-0" " " ,_ 3'-8" x 8'-0" FINISHED OPENING for _D TYP. INTERIOR PARTITION ELEVATION 1 4 —1 0 - ROLL-UP DOORS (BY TRAC-RITE, INC.) 9'-8 1 /2 f » 10,_0» W ROOF RAFTERS 10 —0 O.C. 8'-8" x 8'-0" FINISHED OPENING for h (TYP. BAY) ROLL—UP DOORS BY TRAC-RITE INC.IF— _ — — ( , 5 279 279 A z 3 x 2 a. aiv. ROOF PURLI # 08 TYP. - - - o T A H I I ION PANELS INTERIOR C C .S #382 E. GIRTS #291 0 0 i ( I N T H A QUIRED g N ) „ oo >- 2 x 16 a. gal . STRAP WA L BRACING # 97 w/(1) 2 x 16ga. RA m 1 2" BOLT 1 END & 4 CREWS,#606, - I w O { ) OTHER o z 6 ' 9 Iv. ci 1/2 BOLT (1) E & (4) SCREWS, #606, HER o TI�"�0 BAYS EACH END I W (PLACE END OF RACE BETWEEN POSTS C° I EE w in P R TI N FI E A LS 57601- ( ERECTIO BOOKLET, P ( I N T H A IQUIRED ) THEN FASTS TH ALL 3 PC.) �- o A f » 0 FASTEN TO PURLIN I BASE 1 1/2 x 1 1/8 1 1/4 18ga. x 10 -0 EASE CHANNEL #287 - c Q+ o CHANNEL w/ SELF- ILL. SCREWS M » „ ANCHOR TO L00 w/ POWDER ACTUATED ANCHORS 48 O.C. '� o o P4 Z, >, 9 -0 3 36 PANELS f ,> » , » 6 { ) 6» 10 0 10 -0 10 -0 10 -0 aka ti h Ll ri »._ » I Dote TYP. 10 LONGITUDINAL PARTITION WALL ` DETAIL 1 4 —1 —0 OCT. 18, 1999 Dro wn b y , FS » Checked b 2 x 16ga. STRAP WALL BRACING y. #797 w/(1) 26ga. „ RIB 1/2" BOLT (1) END & (4) SCREWS,#606, OTHERWALL PANELS Scale (REQ D 0 EACH SECOND TRANSVERSE WALL) (SEE ELEVATION DET ILS) Order No.,: P-15676 10,-0f, 10,-0„ 10,_0„ 1o,_o» 10'-0" 10,_off 10,_0» 10'-0» 10'-0» Sheet Na• BASIC FLOOR PLAN LAYOUT (EXAMPLE ONLY, MAY VARY 1 /8"=1 '-0" 6 of , i REVISION b : Y NOTE. a f o ° SPECIAL 15 -0» LONG RAFTERS #450 for CENTER of 35 BLDG. ONLY 10,-0 10'-0" 10'-0" 10'-0" 10'-0" 10,-oil - y i ' (END CLT.) (STARTER BAY) SPAN CLIPS #792, FASTEN RAFTERS (END CLT.) SPAN CLIP #792 �/(2) #8. SCREWS, # 441 086 # SPAN CLIP #792 0 » RAKE TRIM #759/#760 ROOF PANEL PURLINS #408 9 -4 1/2 0 RAKE TRIM #759/#760 NOTE: » HEADER SPAN CLIP '' 748 HORIZONTAL HOLE 3/4 11 13/16" 5 1/2" r °� r °� r• r -.1 r ° ° FORMED SPAN ANGLE #748 TO THE BOTTOM ° '-11 " 9 14 SPEC. PURLIN CLIP #753 / ' SPEC. PURLIN CLIP #753 ° m ° ° ° ° PURLIN CLIP #75 2 1/2»• END WALL DOOR HEADER #488 3/8" dia.- A-307 BOLTS TYPICAL FOR ALL CONNECTIONS ( END WALL DOOR HEADER #488 o o ° ° o ° (NO END WALL RAFTERS) OR PLATE #751 TYPICAL ROOF FRAMING LAYOUT (MAY VARY) (NO END WALL RAFTERS) ROOF PURLIN 408 _ # END WALL COL. #294/295 END WALL COL. 294 295 6 a. galvanized va n i ze d I, # / PURLIN CLIP #752 PURLIN PLATE #751 1 9 g PURLIN PLATE 753 _ 12ga. galvanized 12ga. galvanized 12ga. galvanized - " h CID • PURLIN TO CENTER OF RAFTER PURLIN TO COLUMNS PURLIN TO COLUMNS W DOOR ON END I 3 1/4 j. RAFTER #441 14ga. galvanized Ln o n TYPICAL ROOF FRAMING MEMBER DETAILS a: : E ° 18ga. FORMED DOOR FRAMES 26ga. ACCENT COLOR RAKE TRIM #759 u (NO ROOF RAFTERS ARE REQ'D.) WHITE FIBERGLASS PEAK BOX #793 " t- - I- 1- - - - - �- -- -� r _ - _ -�� _ _ _ _ _ _ 2 x 16ga. STRAP ROOF BRACING #798 18ga. FORMED HEADERS #488 - - - - 18ga. FORMED HEADERS #488 5'-0" LONG w/ (1) 1/2" �' A-307 BOLT EA. END ACROSS END w/ CLOSETS I I I I 13 1,L2 xi 4qa. alv. I COLUMNS I I I I ACROSS END w/ CLOSETS (NO RAFTERS)i- - - - --I i- - - - - 131 �: G8I - - - - - i - - - I i - - i CORNER IM 713 ( /2 RUN ACR �S END W�L ) -- __ .. (SEE THE ERECTION BOOKLET, PAGE 26) {N0 RAFTERS REQ'D.) FOR ADDITIONAL DETAILS) 9" x 3 1/4" x 14ga. galvanized 'Cee" RAFTERS 10 LONG, 441 & 15 , 450 # # 279 362 ►, " _ 0 7 x 2 1/2 x 16ga. galvanized Cee 362 279 279 I I I I I I I I I I I " Q — I I I I 116ga. gall �OOR BAS� �CHORS I I I w I I STR. END DOOR BASE I CHORS #77 ( I j ROOF PURLINS 9 4 1 2 LONG 408 ao _ • . -, 5 \\ /♦ I 295 I I i I DBL. END, bOR BASE , HORS #717 `� 3 382 82 293 294 a 3 1 2 x 14ga. galvanized Cee CORNER a s 3'-8" x 8'_0„ F.O. OR ROLL—U ' DOORS 295 o _ COLUMNS 279 (TURN 1/2" LEG A ROSS END) , , 295 z a o 63 o L N q - 5' Q" cJ,_O„ 5,_Q» 5,_O» 5,-0» 5,-Q" 5,_Q» , , ,► i , i i ,► i , ,> Q , _ --- 5 -0 5 -0 5 -0 5 -0 5 -0 5 -0 5 -0 � 3 ALTERNATE" END CLOSET FRAMING ELEV. 1 4"=19_0» ., "ALTERNATE" »— t RNATE END CLOSET O 1 4 =1 -0 3 H � m � � C` ,► �► -� 38 382 293 i 294 x o 294 7 yr � � :3 9 x 3 1/4 x 14ga. galvanized Cee �4DO8 408 408 408 408 408 y o o a . c c c 1 Of—0 , RAFTERS #441 8c 15' RAFTERS #450 H �. o .' 15 -0" LONG 12ga. ROOF RAFTERS 450 TYP, 279 3 8'-8" L NG x 18ga. ORMED 362 62 279 3 1 1 4" x 10'-0" 18 galvanized x 1 8 g v. # DOOR H ADERS #485 —� AHERI .. ATIIO AE » " » » , END WALL "Cee" CTR G RTS 291 2" x 16ga. STRAP WALL AA �NG #797 w/(1) .2 x 4 x 18ga. gals 10 -0 LONG 2 x 4 18ga.` galy. 10 -0 LONG ( I E D N T R Q I D w FORMED EAVE ANGLE #391 FORMED AVE ANGLE 391 1/2" BOLT (1) END & (4) SCREWS,,THE OTHHHE o REQ - �-EE - I „ » » » » » 10-O 10-0 10-0 10 -0 10-0 10'-0" 10-0 PARTITION °' „ ^I �o-o10-o WALL SEE FL R PLANS �� BASE BEARING CLIP ` #783 3 1/2" x 1 1/2" x 16ga. %� I I IO T R P N TYPICAL ROOF FRAMING PLAN (LENGTH WILL VARY AS REQ'D.) 1/8"=1'�-0" PLACED 3'-4" o.c. INTERIOR SUPPORT COLUMNS #382 �� `r IT D N T R Q I D �, „ 1 1/2 x 1 3/8 x 1/4 18ga. x 10'-0" BASE CHANNEL #287 - : ANCHOR TO FLOOR / POWDER ACTUATED ANCHORS 48 O.C. 32'-0" 11 3'-0" COVER. PANELS 10 0 35�_p►� C TYP. INTERIOR WALL FRAMING ELEV. 1 q•"=1 '—®" »_ 26ga. "A" RIB 3'-8" x 8'-0" FINISHED OPENING for D TYP. INTERIOR PARTITION ELEVATION 1 /4 1 0 WALL PANELS _ ROLL-UP DOORS (BY TRAC-RITE, INC.) r. (SEE ELEVATION DETAILS) A 8'-8" x 8'-0" FINISHED OPENING for 0 ROLL-UP DOORS (BY TRAC-RITE, INC.) - � U 279 H L7 ,► » » _, 2 x 16ga. STRAP WALL BRACING #797 w/(1) Pq 9 -8 1 2 ROOF RAFTERS 10 —O O.C. - 1 2" BOLT 1 END & 4 REWS THE OTHER —� (TYP. BAY) O O w a - - - (SEE ERECTION BOOKLET, P GE 25) , ( EQ'D. ® FIR T TWO 10' B YS ON EITHEREND) F, 5 0 w i A 3 » » ROOF PURLI 08 TYP. — — co — x a. galv. # I z z T A H I I ION PANELS INTERIOR. "C " C .S #382 E. GIRTS #291CN ,� 0 ( I N T H A QUIRED ) 2" x 16 a. RA __._..._._.. Q H 9 1/2" BOLT m -� w 0 � 6 ' 9 Iv. I ) E & (4) SCREWS, #606, HER — t 0) W 1 (PLACE END OF RACE BETWEEN POSTS I w I — rno �', P R TI N FI E A LS #57601 i (0 .... in ( fl N T H A IQUIRED ) THEN FASTS TH ALL 3 pc.) ao 0co Py FASTEN TO PURLIN BASE 1 1/2" x 1 /8" 1 1/4" 18ga. x 10'-0» ASS' CHANNEL #287 4 P4 0 114 AN, E w SELF—DRI SCREWS ANCHOR TO L00 w/ POWDER ACTUATED NCHORS 48 o.e. Dote H 9'-0' 3 6' PANELS 6 - - 2" x 16ga. STRAP WALL RACING #7 7 w/(1) 26ga. „ " RIB OCT. 18, 1999 9 » 1/2",BOLT (1) END & (4) SCREWS 0 ER WALL P NELS orprtin by ` TYP. 10' LONGITUDINAL PARTITION WALL DETAIL (REQ D ® EACH SECOND RANSVERSE ALL) (SEE EL VATION DE T ILS) FS 1 4 -1_® Checked by 10'-0" Sco/e y TYPICAL FLOOR PLAN LAYOUT (EXAMPLE ONLY, MAY VARY) 1/8"=1'-0" Omer No. P-15676 Sheet No. Y L REt/1StON b; Y - 36„ x 28ga. galv. PARTITION PANELS #580 3 1 x 1 a. "Cee COLUMNS 362 a� END WALL CLOSET ROLL-UP DOORS (3'-8" F.O.) 3 1/2" x 1F; "Cee" COLUMN #362 (DOOR SIDE) �2. 89 # ' 1 1/2 x 4 1/2" x 26ga. CORNER "J" TRIM #713 36" x 28g 9 a. alv. PARTITION PANELS #580 3 9/1 ^ 18ga. FORMED DOOR JAMBS #473 s s » » _ Cee CORN - ER COLUMN 279 NOTE: POSITION # C (PANEL END WALL SIDE) 9 1 4 x 1 1 2 CONC. NOTCH � n / ,, ,, 18ga. FORMED / g DOOR STARTER JAMB 474 TYP. 18 a. F t� # (TYP.) FORMED STARTER DOOR JAMBS 474 TYP. . ` ' „ „ 4 �� �� ? 14 a. Cee CORNER ROLL UP DOOR b TRAC-RITE DOOR INC. g COLUMN #279 (NOTE: POSITION) 9 1/4 x 1 1 2 CONC. NOTCH Y ' 26ga. COLORED TBS A RIB WALL PANELS #585 ROLL-UP DOOR by TRAC-RITE DOOR, INC. 4 �_, 8" 8'-8" 8" (4) 36" WIDE TBS "A" RIB WALL PANELS 585 (LAP &/or FIELD CUT as REQ'D.)— 8" 8'-g" FINISHED OPENING ° PANEL to DOOR JAMB TRIM #720 FINISHES OPENING 10'-0" O)—O» 1 O,—O„ ( STANDARD BAY SIZE ) ( STANDARD BAY SIZE ) » » '- AI[XPICAL LARGE DOOR FINIS b OPENING DETAIL 3/4 (, =1 -0 10' END CLOSET SIDE WALL w "A" RIB » ; / PANEL 3/4 =1 -0 c. 3 1/2 x 14ga. »Cee" END WAL COLUMNS, #294 &/or #295 (FILLER ANGLES, #576, TYPICAL ALL END WALL PARTITIONS) ; BUI DIN LINE #473 DOOR JAMB Q 5'-0» o.c. Q F- - C 26ga. COLORED RAKE TRIM #759 FORMED EAVE TRIM #794 (ABOVE DOORS) o: 18ga. FORMED, COLORED DOOR HEADERS #475 26ga. COLORED CORNER TRIM #713 E V I 7 -- 8" 3'-8n 1'-4" 3'-8" 8" 5'-0" 5'-0" C R E I 715 1- » » END WALL DOOR FINISHED OPENING DETAIL 3 4"=1 ' 0» _. O g T A H E RIB P N LS #585 0, S LT M # 11 E- � 0N3p E- L U M C N j V3 Op a >; r.. 4 , o 18ga. FORMED & COLORED DOOR STARTER JAMBS (PAIR) 474 18 a. FORMED COLORED DOOR a Q # g DBL. JAMB #47 Z O. .? Q) 0 0 0 � +, — — f n f n 10' On 10' 0" 10 —0 10 —0 10'-0" , n Z i Q ` 10 —0 10,�On A b a, 8'-8" x 8'-0" FINISHED OPENINGS DOOR JAMS/PANEL TRIM #720 OPTIONAL SIDE WALL ELEVATION w/ 5 x10 END CLOSETS AVALIBLE ON SIDE WALLS ONLY Z _ _ o � .0 m b N s j O\ O N O Q O Q i y i j i i i i FORMED EAVE TRIM 794 4» x 2" x 18ga. galvanized , # ROOF ANELS FORMED EAVE ANGLE 391 10' LONG- - - - _ — - - - - - - - - - - - - EAVE ANGLE 391 '-1 1/2" L3 1/2 x 14ga. galy. 4-ee- - - - - - - - - - ! i I I_ -- - DO R HEADER #475 # CORNER COLUMN #27 I I I I i, CLOSURE #796 a --- -- --- - I 3 1/2 x 16 gall I Cee PURL IN FORME EAVE TRIM 789 i T C-RITE- ROLL-UP DOOR # o H 3'-0" 3 1/4 x 10 x 14ga. �alv. i TYP. SIDE WALL Cq �36206 ----- ----»Cee" CTR. WALL GIR I #289 � i I I I � ROLL-UP DOORD00 JAMB #473 A - 16ga. DOOR BASE ANCHORS w n STR. 779 or DBL.I 7�, 8 _ - 1 2 5" 1,-4n TRACH E "A„ RIB Z 2 / I I I # i I DOOR HEADER 488 „ WALL PANEL #585 to i # 1 3/4 w w 2 x 4 x 18ga. EAVE_/BASE ANGLE #391 STEEL DOOR GUIDES ANCHOR TO FLOOR w POWDER ACTUATED ANCHORS 12 x 3 4" COLORED _ o » " CREW 606 © 1 o.c. � lot—opt10 —0 10'-0" i o o z o Z V SIDE WALL FRAMING FOR END CLOSET OPTION 1 /4"=1 '-0" RAKE TRIM #759/#76C) Q W �, w Wa. EXTERIOR WALL GIRTS 14 a. alv. »Cee" 289 A o d- . � z 9 # U) E 36» as a f y FOAM RUBBER H Dote OCT. "F" INSIDE CLOSURE 795 18 1999 » » 1 1 2' ,x 9 4" NOTCH DOUBLE DOOR JAMB, #473, TYPICAL 10' o.c. / / Drown b 1 1 /2 x 9 1 /4 N SILL TRIM #711 y r TYPICAL ALL SIDES FS 28ga. gaiv. STARTER PANEL #578001 (FIELD NOTCH as REQ'D.) Z_TNOTCH CLOSU E 796 # Checked b v TYP. 204 s n Y 2» x 4' x 18ga. EAVE/BASE ANGLE #391 sc,�te 1'_6„ I �- #8 x 1/2" SELF-DRILLING SCREWS #508670 » Order No.. 1 1/2 x 9 1/4 NOTCH P-15s7s TRACHTE RIB PARTITION PANELS #58021 FO DATIO TYP L ALL SIDES f— Sheet No. r TYP. SIDE WALL "Cee" COLUMN #36206 _ FOUNDATION TYPICAL FILLER PANEL #578 0 SIDE WALL DOOR JAMB DETAIL ,_ » � 8 .0f 9 SML. END WALL DOORS 9 4 EAVE SIDE DOOR SECTION 10 SIDE WALL FRAMING r. REVISION b I �� 3 1/2 x 16ga. galy. Cee , TYP. SIDE WALL COLUMN #7362__ o 16ga. gals. DOOR STARTER BASE ANCHORS #777903/04, (LEFTS &/or RIGHT as REQ'D.) DOOR STARTER JAMB SPAN CLIP NOTE: USE THIS CLIP ON SIDE WALLS #774903 (LEFT) OR #904 (RIGHT) ONLY. ALSO NOTE: WHEN AT THE LOW SIDE O FASTEN W/ (1) S.D. SCREW (#760600) OF A BUILDING STEP, FASTEN TO WEB OF RAFTER TO JAMB AND (1) TO RAFTER WITHOUT OVERLAPPING THE TOP OF THE RAFTER Ef 16ga. gals. FORMED SPAN ANGLE, ' � TYPICAL RAFTERS #7441 , DOOR STARTER JAMB #747425/26 5'/10' LONG, FASTEN w/ 3/8 BOLTS @ PAIR, RIGHT & LEFTS 18 a. FORMED STARTER ( ) �, » . : (START WITH A 5' PIECE THEN CONT. W/10' PI ES) g 3 1 2 x 14 a. .Cee DOOR JAMBS #74741/2" __ (LEFT &/or RIGHT as REQ D. / 9 CORNER . COLUMN 7279 SIDE WALL COLUMN #7362__ TYPICAL STARTER DOOR JAMB DETAIL TYP® STARTER DOOR2" x 18ga. galvanized JAMB SPAN CLIP 739103 (10 ) or »Cee" OR1�ER COLUMN #7 79__ 203 0 EQUIRED. r, �, » » DOUBLE DOOR JAMB SPAN CLIP 3 1/2 x 16ga. galy. Cee TYP. SIDE WALL COLUMN #7362 #774902 (TYPICAL) FASTEN W/ NOTE: USE THIS CLIP ON FOR A 7 90 " 16" (1) S.D. SCREW #760600 PER SIDE WALLS ONLY SIDE AND 1 TO RAFTER 8" , _ 16ga. gals. DOOR DOUBLE BASE TYPICAL RAFTERS #7441 DOOR STARTER JAMB I ANCHORS #777801 DOOR DOUBLE JAMB #7474-- (PAIR) #747325 (TYPICAL) (RIGHTS & LEFTS) ' 1 SIDE WALL COLUMNS #7362 — ' , .�> o TYP. DOUBLE DOOR JAMB SPAN .CLIP DETAIL Ln STARTER #777903/04 _ , 18ga. FORMED DOUBLE AS REQ'D. @ ENDS 3 1 I I e CE I ' DOOR JAMBS #7473__ ' ' #7 RED o.c. r � .ROOF 14 xN 1L1 4" SELF—DRILLING ROOF PANEL TYPICAL DOUBLE DOOR JAMB DETAIL # / 12-14 x 1 , 4 SELF-DRILLING -T- SCREWS w/ EPDM WASHERS #71097 # � " " I 1 ;SCREWS w/ EPDM WASHERS 71097 500 o � N —(CAULK ABOVE & BELOW) INSIDE CLOSURES #779500 ` H , l I�(CAULK ABOVE & BELOW) q) V) 03 .c y D C] 26ga. COLORED SILL TRIM #7711 �" o 3 -8 DOOR HEADER #7488__ o #12 x 3/4" SELF—DRILLING SCREWS #606 w/ 5/16" I.d. #12 x 3/4" SELF-DRiLUNc 2" x 4" x 18ga. EAVE/BASE ANGLE #739103 z a > °a o 0 » „ » , � ` v FENDER WASHERS #766000 SCREWS 1760600w/ 5/16" Ld. ANCHOR TO FLOOR w/ POWDER ACTUATED ANCHORS 3 1/2 x 14ga. Cee ,I. Q : FENDER WASHERS #660 # c °' OUTSIDE CLOSURE #779600 CORNER COLUMN 7279__ 16go. x 10 LONG FORMED EAVE ANGLE 1775010 Lo .o 2- 16ga. x 10' FORMED EAVE ANGLE 775010 FASTEN to HEADER w/ 3/8" BOLTS 0 24" ox. o FASTEN to 14 o. ANGLE 391 w 3 8 BOLTS ® 24 ox. g # / / 26 a. CORNER J TRIM 7713__ o o c \ FORMED EAVE TRIM #779404 FASTEN w POP RIVETS 12 o.c. z o \\ FORMED EAVE TRIM #778903 _ ( / ) r (ABOVE SIDE WALL PANEL ONLY) ABOVE DOORS ONLY a ACCENT COLOR : H •��, \ . . \ -;;..� 26 a. ACCENT COLOR (26ga. ;. } SIDE WALL PANELS 18ga. FORMED DOOR WALE FRAMING for END CLOSET OPTION ° (END CLOSET or BLANK SIDE WALLS) HEADERS #7485— " TYP. EAVE TRIM 87 903 wl INSUL ROOF ®PTIQN . . EORMED EAVE TRIM #7_jil INSULATED ROOF I . I � 10 LONG END WALL DOOR HEADER SPAN ANGLE #774810 II 10' SIDE WALL DOOR HEADER SPAN ANGLE 77501 FASTEN w/ 3/8" BOLTS #760100 @ 12 o.c. YP_IC. JAMB 7473_ I FASTEN w 3 8 BOLTS : 760100 @ Zoo a� C. START WITH 5' PIECE ON .END W 10' P - ( / NO 7E: THERE ARE NO END WALL :. RAFTERS REQUIRED w the TYPICAL RAFTERS. #441 10 O.C. END CLOSET DOOR OPTION! SIDE WALL COLUMNS #362 I .° 5>-o„ ' ,• ►• E-+ DOOR»HEADER #748 H w MNS #7294__/ _ I A \ =; - (8 -8 SIDE WALL) I v� TYPICAL DOUBLE \ \ \ \\ o 10'-of) I JAMBS #7473 10 0.C. \ •I I w H i II �\\ . . \ DOOR DOUBLE JAMB \~� -TYP-BASE ANCHOR #7778 1 #7473_- (TYPICAL) \ I z 3>_8„ x 7'_0" FINISHED OPENING \ \ END: W L w/ _ 500 . - z for ROLL UP DOOR by TRAC RITE DOOR, INC. PURLIN CLI S 7 - 16ga. DOOR BASEANC 0 0 R r� o • o » » ,� CQ E o 8'-8" x 7'-0" FINISHED OPENING (TYPICAL, DBL.) 7778 1 3 1 2 x 14 / g . - - LNG � E� for ROLL-UP DOOR by TRAC-RITE DOOR, INC. CORNE C LUM # 79__ VARIES a �., Q 16ga. Iv. DOOR 0 BIlId a a I BASE ANCHORS #7 7 T y i Dafe 4 7 6„ + FLOOR LINE START B SE OCT. 18, 1999 LEFT #77903 r'4"� -.—�-_j ` ANCHO S 779 18ga. FORMED DOOR Drawn b RIGHT #77904 N DOOR STARTER JAMB. #Z474= DOUBLE JAMBS #7473 y Fs o ° 9 (PAIR, RIGHT & LEFTS) \---� checked by o ° � o a, •. » » Scale 8„ �$„ • / 4„ �$ 8» 16„ "Lot 26ga. CORNER J TRIM #7713__ 5" 26 a. CORNER L TRIM 7720__ r� 9 # FASTEN w/ POP RIVETS order.No. f FASTEN w POP RIVETS P i5s7s 16go, gals. STARTER BASE ANCHORS STARTER DOOR JAMBS #7474 DOUBLE DOOR JAMB 747305 / # 1890. COLORED FORMED DOOR HEADER 16ga. alv. DOUBLE BASE ANCHORS 778 (NOTE. RIGHTS & LEFTS AS REQ D. 18 a. COLORED 8 4 LONG 18 a. COLORED 8— sheet No. 9 9 # ) 9 g 4 LONG 8 —8 LONG for 10 UNITS 748505 ' ' TYP. PAR i S for END &/or SIDE WALLS! TYP. PARTS for ENDS,SIDES, or STEPS! RIGHT #747405 (SHOWN)—LEFT #747406 (OPP.) 3'-8" LONG for 5' UNITS #748805 18ga. FORMED D00R # 16ga. DOOR BASE ANCHOR STARTER JAMBS #7474__ TYPICAL DOOR FRAME PROFILE DETAILS not to scale 9 ,i. of 9 #777903/04 (PAIR, RIGHT & LEFTS) (pair) RIGHT & LEFTS as REQ D. hrc To o ra Surve For: P 9 P y KK DESIGN of Prior Lake Mini Storage Site ! k i _ .-••••Overhead electric lines PP 40" BOSSWOOd 8" • a • • '. . ` . i . � II.e , 4,1 Basswood 12" Basswood 6" Basswood Basswood 8" Ash i' ,.'. } .• : .�' �� a •` �; .00 : •.: .: a d t •%' a 36" Basswood o 2-8" Basswood 8" Ash 4-8" Boss 5 0 ••• ' i0" Basswood 8" Ash 12" Ash PP 12" Basswood 12" Ash 1, g ash 4" Maple 953.67 953 78 '••••'.'..............._...._._..._..._._._....Section lines 854.37 12' Ash s 8" Basswood {� l4" Ash 2-8" Ash 954.34 ' 12" Ash �.J� 0 6" Basswood � 50.3"' t ...w........._... ..._.... 5" Basswood 10" Ash 6" Basswood 2-8" Basswood I r + 36" Basswood 8" Basswood 4" Ash �V 4" Hickory59 954.66 4" Hickory 6" Basswo 8" Basswood 4" Ash 0 g ' 6" Poplar 10" Ash 12" Ash("� I _12" Maple 4" Hickory �j 2-6" Basswood Of 10" Ash C 8" Bur oak 10" Ash C 4" Ironwood 4" Ash 10" Basswood 8" Basswood 8" Poplar 6' Basswood 18 "basswood 12 Basswood Of } 8" Bur oak " "� 2-14" 8asswoo C f 8' Basswood 8" Ash 012" Basswood 0 0 Z "Q 1 18" Oak i 18" Basswood 14" Basswood .xq 'x� ° 14" Oak W W w 02-10" Basswood k a W f 4" Spruce i Floor elev. floor elev. Floor ele = 53.59 = 954.10 = 954.6 i 10" Basswood 953.47 M26 853.82 953.98 954.48 954.27 � 06" Basswood 12" Basswood 4 Cedar 6" Basswood 8 6" Tree Basswood 8" Tree B" Tree 10" Basswood 0 �"� 6" Basswood B" and 12" Tree R 4" Ironwood �,J �,J 4" Bass ood 4" Ironwood 8" Basswood 2-8" Ash 10° Ash 8" Basswood 8" Basswood 6" Tree6" Tree 6" Basswood 3-10" Tree 0 4" Birch 0 �,•j 6" Basswood \.✓ o 8" Basswoo )00 d {� 6" Basswood 2-10" Basswood 3-10" Basswood 6" Tree Tree " �.,�J3-6" Birch 943.77x ���...JJJ 2-10" Basswood 12' Tree 1-8" Basswood i " 3-8" Ash ��• �- ._ 944.76 944.11 l 941.66 i�� .as Floor elev. Floor elev. 14" Tree 8" and 10" Tree 2-6" Basswood 10" Basswood x///g ^9 �L'� i Floor building i � t 9 9 = 95f.89 . 8". Elm 90#5. x �.94187 x_ 941.k �.� 29' �.........,A*d dp rap g -x \ 12 6" and 12" Tree / ��24- j -x 78 , _ 4f.62- 946.84x\ 951.51 951.47 10" Cher tr) ,� i \ \\ \ \ Cherry 940.62) � b / x \ 5'?g\ L\�45.�9� \ \ 948.1b, 8" Tree 9 BP 8" Elm x i 6 oak 9t.!J� 7��- 8 6. 6 948.77 8" Ash ` -->� 7 -. go .66 x 9 1.53 x \ x`�� 949.19 \\ �� -- 94.7 x �9 948.67 94\ 13 x _94 Jg-x x x 9141.38 x �9$) ¢8 x/ -�fQ9i_ - 942 948 ffr �42.63 x�9� �94s 46'' 7iJ �x x 9 .54 x \x 949.56 \ x - 944-g43� _ x - 942.24 x x _� � 94s.18 \ 953.29 12" Poplar x\g 8� - =94ir45#6- 946- x _ -945 86 x _�4Z1@_ - \943�37 X \ 943 977t --94$OT x-=947.78 t z- - - - 947- - - - �2`� _ =- x947.4;0 sr� \9�i7.89 951.62\ x 952.47 8" Poplar ` '-84Z2z _ - -- _ _ _ 7�-x_ 1 g ��, x \ / 949.61 S2 12" Oak _ 9¢� x- g48- 9 ZLx_- - - - - J 94s.2 x �949. \\x \�58Y5--951 - #8 78- x 948.83 x \ \ x �x _6" Poplar x94530_ X �#8- _ &.LB � ` 94�'r -- -949 LZ 948=947; = _g45 9�5.3T 18'-ST / 945.72 9472Qx 9\49 t3� 950.79 9492&9 53 x j 948.31 946.58 x` 950.08��� x\ 952.74 \ x \g 94&25 x 949.83 x �948.49 x'- _ `- - -� \ 948 55 94�9 x 23� x` x �g \ 9 946.87 7 \1tJ of Ics 94�Z3 x� P52.20 pg .4�1 -9431�c 948.96 x \\ x 9434� i x 95 .8 50.34 9 -948.92x� .04 X 6" Basswood \ \x 95f.5f 951- I ! 951.27 947.92 i I • i I i i i i i i I I hereby certify that this location surveywas prepared by me or under my i LEGEND direct supervision and that I am a duly Licensed Land Surveyor under the ,. laws of the State of Minnesota. ST- Storm Sewer Dated this 16th day of February, 2000. " BP Shot Taken Through Ice on Bottom of Pond PP-0- Power Pole REHDER & ASSOCIATES, INC. Gravel Surface j Alvin R. Rehder, Land Surveyor Minnesota License No. 13295 0 25 50 100 150 f Scale in Feet i� � 11 MAR3 { � 1 Rehder and Associate 1 s, Inc. i CIVIL ENGINEERS AND LAND SUR'VEYIJRS j I 3440 Federal Drive • Suite 240 • Ea( gan, Minnesota • Phone (651) 452-5051 JOB: 004-483.031 FILE: 00-105 i I 4 I s 4 • 7 --^• } e ! { i } F , f .. r _ t sr i I , 71 lob . �evt 'ET" 1 at a ':.•.-. .. +,,� A P , {{ i n x .v:..�.-.yam•. _ v - '. fr u W l OP 41 12, to _ 1 { �" { Y Y : 4 r > D . - �, .. _ 47 2 a i i r I I I p I i{ 1 , C { co Ld _ z Lo Ld z o o z z o z r U) z 0 0 1 v � _ z Q W z o a � IOC • w Ld r W N d7 Q w = N ( C) N Q CO CO EXISTING BUILDING S00006155"E 1086.77' :PROPERTY LINE .. �� il.�.�� �� v� i.ir ie1..�� 'ram. .�� r,...��.. - - • '•.,.•G 1 EXISTING POND ! W � J ; Z z � -4i W o I J w Q O m m N ILZp N m — " o D 45 z O" w O ,:- " '' w 0_ r-� dLj 200' 200 X .0 ,_ ._ rr 22 6: :22 6 w + cq lop EXISTING o v w E i f NG TR::EES TO REM 'A f N. POWER z BUILDING ' EXISTING X S T W R POLE +952 17 O ' 0 12 O 8' b EXISTING `FENCE TO. REMAAN' + r 950 2 + 948:0 .:.. +94.8 ¢+950 N 100 +952 +946 L, 13 o EXISTING BUILDING (200x30) F:F.E. 951.88 l- 1 1 r F1+950 950.80 NEW BUILDING . OO x30) .F:E. r� 41 -� �1 - o ENTER of DRIVE p 5 E ETWEEN EXIST.BLDGS.04 I <C F— O .. +947. FENCED STORAGE AREA 18. 19 \\ a 13 m , 0 EXISTING BUILDING (200x35) F.F.E. 951. Ni +949.T1 T.C. \ F F.E. 950.80 Z / NE1N. BUILDING (2100 x35) M \ _ EXISTING o_ _ _ 1 i RIP.RAP I Q.E" ® - - - - - - - - -- ILLWAY .' _ _ - 51.3 94 8+- ' - _ .E, 951.88 +947 + 13 NEW BUILDING200 x35 F.F \ L � - < 13, o O 51.3 N 3 � W ...-� 13 NEW BUILDING,. � I 13 ' 1 i 51..1 O . O'x35•) ic7 13 51.2 EXISTING POND (20 m 51.3 13 '. + WATER'EL': 940.7 \ F.E.E: 950.80 13 ® + I / ` _ 13 O ` .3/8/99 - 13 + +949.4 / LJ +948.3 - - — _ ry 946 449 _ -- ._ _ 6 0 O `(.. EXIST El WATER �EL. 947.50 +9 5 - 946 46 6 3/8/1999 14 � 'Q - 9 946. 946, + 48 tV L +94 ^\ 11 �1 r � 08 �'1 P ry : APPROX. EDGE OF TREES/BUSHES • :d \ BUILDING GROUP'��2' BUILDING GROUP/'l 0 -LAND 0 ry SITE PLAN -� Q 20,000 S.F. 20000 :S F. NORT L NO TES: OTES: � O AREA EVALUATION PERIUBC FOR BUILDING bG ASSUMED 0 50 1Q0 150 U 1 O 2 EVALUATE EXISTING GRADE AND ADJACENT TREES PLACE NEW BLACK HILLS SPRUCE TREES- SCALE IN FEET " ` (SEE NOTE'4) TO PROVIDE.BUFFER AT OPEN AREAS. O3 BLACK HILLS SPRUCE'((SEE NOTE 4) AT EDGE OF - - EXISTING CONTOURS - DRAINAGE AREA FOR PARTIAL BUFFER APPROXIMATE LOCATIONS (NOT ALL SHOWN) FROM ROAD SOUTH OF ADJACENT PROPERTY . = TING SPOT ELEVATIONS 0 COMMON BOTANICAL MATURE PLANTING SIZE Exis _ _ = PR PO;iU SPOT ELEVATIONS NAME NAME SIZE &ROOT TYPE +9948.0 O SPRUCE, PICEA GLAUCA & 8 = PROPOSED OURS BLACK HILLS DENSATA 6'-0' HIGHf i CONTOURS SEE PLAN FOR QUANITY AND LOCATIONS �� = DRAINAGE ARROWS FENCE O NEW 6 A HIGH CHAINLINK F E TO MATCH'EXISTING` NEW 6-0 HIGH CHAINLINK FENCE KEN FROM. : O TO NEW, EXISTING. LOWER BAR TO BE SITE DATA TA 6" AB .ABOVE GRADE FOR DRAINAGE AT CURB OPNG SURVEY BY: VALLEY 7 RELOCATED CHAINLINK FENCE VERIFY QUANITY 16670 FRANKLIN SURVEYING ,S E. 0 12" TO 18" FROM LAKE, MINNESOTS 55372 OF CURB - - .FENCE TO BE LOCATED OM PRIOR 0 BACK OR DRIVE SURFACE 612 447 570 DATE PRIL 22, 1999 Og SPILLWAY WITH RIPRAP TO EXISTINGPOND D: A r, E/ST'ORMWA GEMENT PLAN BY: INC. 1.0 BITUMINOUS PAVING ORGINAL DRAINAG MANA SONDE LAND SURVEYING 5 8612 CONCRETE CURB/GUTTER. 9001 EAST BLOOMINGTON FREEWAY 3 W ,. 11 BLOOMINGTONi MINNESUTA 55420 z Z NEW:LIGHT POLE TO MATCH EXISTING 61'2 881-3344 p ; 12 - cn P H o - " NEW WALL MOUNTED LIGHT FIXTURE ' PHASE 1,' SITE LAN SHEET 1 f1 :: 13 SEE LITERATURE SHEET - ' - DATED/REVISED: 9/26/93 6/10/94 � A CURRENT 14 SPILLWAY WITH RIPRAP TO DRAINAGE SWALE GU NT SITE PLAN DATED 6/30/1994 O15 -.FOR BUILDING. INFORMATION- _SEE BUILDING DRAWINGS BY: o_ ,< MS, Inc)TRACHTE BUILDING SYSTEMS, N 314 WILBURN ROAD. : SUN 'PRAI rn � - - - - - v 356 `5824 (LOCAL 608 837 7899) 0 0 16 ,R r ELOCATE EXISTING FENCE . . _ RE POLE � __ 17 LOCATE EXISTING LIGHT o � EXISTING WALL FIXTURE TO REMAIN U O 18 Z _ ; •.i W z z ... - i ll EXISTING PLANTINGS TO REMAIN L� : r O W - 20 EXISTING TREES:TO REMAIN n- 3 .- 21 REMOVE CULVERT AND REWORK GRADES U SILT _......._.-. -- " INSTALL CONSTR CTION T FENCE -- l cn o y. _-. - ,. . . ,, . 10'-0" 10' ,Off 0'=- Off ' �» 1' _ 1 _ END SPAN CLIP 79 ( CLT.) (STARTER BAY) SPAN CLIPS #792, FA TEN RAFTERS 441 {EN'D CLT.} # 2 r w/(2) #8 SCREWS, # 0867 # SPAN CLIP #792 RAKE TRIM #759 . , ROOF PANEL . I I PURLIN`S #408 RAKE TRIM 759 . HEADER SPAN CLIP ,#2 8 _ -_ _ — ------------------- ------ - - o o .o' o o o FOR SPAN L 748 - - _ _ o . MED ANG E # o o SPEC. PURLIN CLIP #753 — — _ _ _ ___._..- -'------------ ------ ---'- I a . . C PUR CLl #7 -------'._ ------- ---- . SPE LJN P 53 .: . _ PURLIN CLIP 75 --'---- - _ _ . END WALL" DOOR HEADER 4.88 — # # 3/8 dia. A-307 BOLTS TYPICAL FOR ALL CONNECTIONS END WALL DOOR HEADER 488 —-- _ (NO END WALL RAFTERS) OR PLATE #7 1 ' ----- - - . E WALL AFTE . . R R END WALL COL. 294 295 ------ SPECIAL ROOF FRAMING LAYOUT MAY VARY` _ ----- - — WALL . # 9 /295 -- -- - END COL 2 4 4 - - - .. .. O - . 1 NOTE: 3 4" i . . . HORIZONTAL HOLE 5 1 2'i 11 13 16 : / . TO THE BOTTOM . . o 'v� o , w Qa �: w 4 r _�_>_ O 2 1 ;2» o u � �- ° o o °. ° . . s_ C" y v' O Z5 R w Li! d- : �- ROOF PURLIN #40`801 C 5 . . . c• ,; ,.. 16 a. alvanized 9 9 . - z , i PUR LIN CLIP 752 PURLIN , # PLATE 751_ , PURLIN PLATE ,, �:� -: 4:� _ _.� �-� ; :�:�. 753 ,,: 4, -. # 18 a.. FORMED HEADERS 488 2 x 16 . 9 # ga. STRAP ROOF BRACING 798 18 a. FORMED HEADERS 488 .:: •C:: � Q� - , 12go. a!vanized 12 a. alvanlzed . . „ s h 9 g 9 1 2 a. alwanize6 r,. _ .._ 9 9 ACROSS END w CLOSETS w 1 1 2 0 A 307 BOLT EA. EN , ' / / D ACROSS END O / w CLOSETS / _. P ; .. :. , URLIN T i. s_. . ,, 0 CE LATER 0 _ . 3 :1 4 F RAFTS R „ (PURLIN 1'0 COLUMNS PURLIN T N0 RAFTERS RE D ( 0 C01_UMNS W DOOR ON END Q SEE THE ERECTION B00 •. .... / ) ( ) ( KLET, PAGE 26) NO RAFTERS REQ D. ,: G m . : c :.. m 5 �... RAFTER FOR ADDITIONAL DETAILS U-; #44101, 14 a. alvanized . u - g 9 • >, : =- ECIAL ROOF FR -. ; AMING MEMBER DETAILS , . - ' , -. ___ 9 x 31 4 x 1.4 a. ' .. ,. j anIzed Cee 6 9 9. < <, a_ ,, :. -: .._ a _ ° ._ ,� T 1 G 01 < a c . . . RAF ERS nom 0 0 LON #441 R <. - 362 36 279 7 x 2 1 2 x 16 2 . . / ga galvanized Cee 279 26 a. ACCENT COLOR RAKE T r; g R M 759 ROOF .PURLINS 9, 4 1 .2 LONG 40801 18ga. FORMED DOOR FRAMES . , NO ROOF RAFT WH o ( ERS ARE REQ D.) ITE FIBERGLASS PEAK BOX 793 \ / r4 -...- .� — 295 \ / _ . 95 _ . „__...._ c { i i _ ',I E : 1 - d .c o i i E I _ _. ... ..:.. ...... o o _ .-.,.. _._,. _.. _ _,., w sn Z _ ,.. . ._. .. CORNE : 382 \ : ► f IM. _7..13 _ _� 0 382 / E 3 f >� / 82 382 : w c o 3 1 1 . 1 h ::........ n._.:�.. :.:_._.._._... -- 294 2 x: 4 , a. alv. COLUM .,._.w. __..:....: :: f 9 9 :..:: w_..w 2 Y :..W.:...... / c ......... :..:............ . ....... ...... - \� 294 0 € E » E; .. . 3 3 Ct 1 _... L ' GS RUN AC:R __. .__- w.:__- S: END WAL .�,__. ..:.,w,._.,.�.�...._:._... t " o a 3 I a: .:......:...... _.... • , ( _ ,_ _. _._.......... w � . t v._ E - _ .: M.:. _. . M ................. 1 � I - ......::.. ....:.........: _ _ 295 - _ o :M........ w. . o a ......w.. . .:�Y:_ __.,�..:.. "._........................ ..::........ ....... _. M............. ... .....: Q ............................... ' � L L 9 D00 f-, k I f .........:... ...........................-... ....- 382 / \ r7 3 : / c cn 82 \382 382 : -� ._.... �.. _..-_. .,--- -.. ...,....... .. O C N .-._—._-,._. __....v :; END. o0R BAS � .....................,__...._. .. .:,._,.�.-..,,,.:....�... .:.._v....,.w ... �� 294 / \ / as � •� , E . CHORS 77. I _ .w_. ..__....... ._.__. . .�, t _,....... c a --- \ 9 a 0 :_--------.._------. . _M.w........ ..........� __ 24 L. END. OOR _._....-:-_ .I...._ W .c � ° I c ., BASE : HOR t _.._...- ..w.. E-� 3 ' v a • o . E :..:::. _..._ w_.�_ / a� c o ............:....... :..:_.......-....:---.:....: ..-.,,.v w._____�_,..._� � 295 \ / � o :..::. -.........: ..... ....:::_: , o a i \ 295 _ � o _ o a. ,:r , a vaniz ee R - ti g. g ►► H o 0 _ ,. \ / 3 8 x 8 0 F:O. E CO LUMNS 279 TURN 1 2 LEG A OR ROLL-UP D OORS ox ROSS END 36 \ f f \ 62 362 • n :E 8 8 L NG x 18 a. ORMED » E E E -I 279 g 5 —0 5 —0 5 —0 5'-0" 5-0 :: . H » / \. 5,. .0 _ f . » 279 5. 0 5-0 _ : - .5 -0 5 OOR H sa • "�. .. T' : < ADERS D CLOSE >" _ r. f » `-. T FRAML NG E < LEV ATION 1 4 4 _ 1 0 . 2 x x1.8a. alv. lo ,� B END: CLOSET. ELEVA I _ g g o LON 2 x 4 x 18 a. air. 10 o LON T . N 1 4 1 0 9 9 . . . . FORMED SAVE ANGLE 39103 FORMED EAV E ANGLE #39103 . ` . -.. " 1:0 0 10 0 .10 0 10 0 10 0 10 0 10 0 10 0 10 -0 9 x „ . < 3 1/4 alvanized Cee 9 40 8 40 � . 8 » 408 40 t » ,, 8 4"08 SP ECI AL _ R OOF F RAMING P LAN L ,, _ 10 —0 LONG ROOF RAFTERS 441 TYP. C ENGTH WILL VARY AS RE D. Q 1 /s 1 0 _. € _ E ( . ! 1 . » : € E f• if ## E 2': 4 f r j r E I 3 �x 8 I 1� x 8 » , �v •5 0 .'I , 3 1 4 x 10 0 ; 9, 9 1 , alw` 9 dnize d I ' I 2 x 16 a . STR AP WA 1 LL ; R� C.I A NG : 7 { 9 # 97 w 1 ,f , TRA �H E RI .A 4' / TI fil ( o J A• NE : „ END A •, _ W LL Cee CT F . GIRTS 291. i : :._; ii.. EE 3 1 2 BOLT 1 END & 4 SCREW- THE 0 I } I FIE . N C}T H ( D AS G RE 1 ED. Q R _ • ,. _ .i fi { : : w_.._. ..M. ..:._ .-._._. • • :{ . . , FINISHED 01'ENINGS for _ .c: z { . ICE mot- ! • . , UIRED ! 1: {i i i i :! ; 0 26_a TRACI-1 I- A RIB ERY .�� ,� a TRANSVERSE , € _ li i . _: I. :: 9 ,.t .. f C ,E ...F. :.t E E ! p 1 r • i {i i j ROLL UP I • €° I 1 TRAC RITE DOOR CO. PARTITION .. . . I. i :I i€ DOOR' WALL SEE FL R PLANS: • : l • :. r S b a, : _ , :: . 11 :f • • 1:: - €€ M ,f : f x• 8 1.,: � i1 : 00 •: 8 a. . alv. . ,7 .21 • WALL PANELS Y ;, i� I ,I I, l;g,: i# ; SEE THE ERECTION BKLT PGS FO-1f FO-2 & DF-2 E , i 1 (SEE ELEVATION DETAILS) BEARING CLIP #783 C ": , FARTI 1,NI ST RT' R .P '.N LS E TYP. UND , : I ;. i �'-- - , » ER INT. COLUMNS 8 Ii z I: 8 8 x 8 0 ;: , , IEI = iI , .D 1C"TC 1 AS RE II o ( * f. ,4 ,IRED 1 FINISHED �, ,,�- , OPENING - --_--- :. 1 i ROLL- -----_ I OORS BY TRAC-RITE INC. `�"' i i U , 1 1/2 x 1 3/8 x 1 1/4 18ga. x 10 -0 B SE CHANNEL #287 ANCHOR TO FLOOR w POWDER ACTUATED A CHORS 48 ' o.c. " 279 H m _6 27 0 (9) 3 —0 COVER. PANELS „ a 10,_0„ 10,_0» 1 of_O,f 30'-0" =6 �'' ,-� -- - » _ ' �f. ' »_ 1 o 2 x 16 w o a. ST AP WALL B A E. » :� 9 .. CING 797 w 1 IN TER1 OR WALL FRAMI N G ELEV. 1 4 » # /� ) 1 ® D TYP. INTERIOR PARTITION ELEVATION 1 4 =1 — " .. o _ 1 2 BOLT (1) END :& (4) CREWS THE THER H �, a ( EE ERECTION BOOKLET, P GE 25) o o U) " . ;r, EQ'D 10' B EI EN ) z FI (. . ( R. T TWO YS ON THE D . s - - -- - -- -- I z ►tea . o . o 9'-8 12f� o o .� -i z N ROOF RAFTERS 10,_0,� O.0 10'-p":; , .. �' w Q (TYP. BAY) .M, o r Q i I 1 -- - — � E i I P1 E-, :#p5 00 i j ,f I I o P1 > O U ROOF PURLI #" 08 TYP. Orxf-, w i 3 9 2 i x i�8a. ga v. - - _ 1 » » o to f� � P4 TEA °HTE ;RI 1 F ANTI ION PANELS INTERIOR C C .S 382 E. GIRTS 291 N } . p : •, i Fl LD NET H L AS � o x • :( :. QUIRED :..:..:.. ..................:... » ... o0 .... •: :; f i i i; a. RA WALE....BRA ........ ....... i rn { ; i E ; • 2 x 169 ... ::. ......... Q 279 CE••••�797• ,��( � 279, o � . i i i 9f I. . . �— O i F B 1999 E , .. ......... m N 1 2 BOLT 1 ; E & 4 SCREWS . • .. ) O HER - 6 .. _ .. .. - . �. qa. iv. co rn .. ;— i f f �, . :; 1 - PLACE END OF RACE BETWEE co I >- 1; �L__� :_ ; ; T.GIECK .PARTIQN;,FI LEA kA LS #57601- ( N POSTS . I - �- - 11 i iI I FI :: THEN FASTS TH ALL 3 c. �- „ » 2 x 16: a STRAP - » , / Y ,:( :} D1N T €H': IQUIFED ) P ) /( ' 26ga. R18 DEC - 3 1999 26ga A RIB 9 L BRACING 97 w 1 1/2 . BOL 1 END & 4 SCREWS THER I ::: FASTEN TO PURLIN I BASE WALL PANELS C ) ) WALL P N'ELS v` r 1 1 2" x 1 '— " I - I not to scale / /8 1 1 4 18 `a. x 10 0 ASE CHANNEL REQ D Cc? ACH SECON TRANSVER CHANNEL w/ SELF- ILL. SCREWS 9 #287 (SEE ELEVATION DE1 AILS} ( WALL) �'AT!ON DE S (SEE EL . ANCHOR TO L00 w/ POWDER ACTUATED N'CHORS 48'; o:c. J 6» 9'-0" 3 36" PANELS 10,_0 10 -0 6 10 —O: — _ _ 10 0" ;, 1Q 0 1.0_ 0 10 =0 10-0 .10 =D . 10 0 . 10 -0 10.-Q 10 -0 P 15676 st, t-r I - . . 10 LO Gl r ». , p » -- , . as � » ARTITION WALL DETA;hL: : - , . , � .. 1 4 , _ . 1 0 SPECIAL FLOOR PLAN_ LA �OU_T EXAMPLE ONLY, MA VARY) _ 1;,8 .-1 --0 0f • r;'z t•'rs;vrd r�y — 36 x 28ga. galy. PARTITION PANELS #580 .......------- ---- ---- 3 1/2" x 18go. 'Cee" COLUMNS #362 3.9, 1' 18ga. FORMED DOOR JAMBS #473 .3 4 9 1/4" x 1 1/2„ CONC. NOTCH ..._.... ROLL-UP DOOR by TRAC-RITE DOOR, INC. 26 d. COLD ......... - -- - RED RAKE TRIM 759 ..........:..... ................ ...................... ........ .:..............................:............. :...,.:................................................................................................... - f 6 9 # 18ga. , FORMED, COLORED DOOR HEADERS #485 26ga. COLORED .CORNER TRIM #713 ........... _�_ ..._... .,, ._.. _.._ -_ 8 8�.._... __ w_.�,.. w .. .. _...... ...... 8.. ................................................. ....:................:- ............................:......... .._. .... .. .................................. ........ ....:...... .........,..:.:::::::::•:::':: FINISHED OPENING :.:::::::::::::::::::::::::::.::::::::::::::.....::::: ........... ...........................I...... : ... Y ...::::::::::...... :::::................: ::::::........:.......-._.........._....._..._...... .. ...::::: . w_�......"......._,.,......�.........,._..........,......_„wM _,,..,..._ �......._...,.,M,.. ....,. ... .... ............ ...._....._.::...... ......................:. ............................. ................. ... .:�. . ......._�.M,......._v.,_...M......_......... .,.........._,.. ....__ _....._.........:._ _.. _ .w ...._._.._._....� .:___..,w. M ....... BA SIZE .��.w ..�..._.:,_ .:.. STANDARD Y o� ._....... _ . _....... _.._...._. _ _........................................................... :: �...... _,w _ _..__ w ._. .................- :::::........:.......::::::... .. ................ M .,.. w._ __ .... ENING DETAIL : 3L4 :.,........ : ::::::. :::........... :.......:: »- ff ................................:................................ ..........._.._....._-.._....._.........................,..-..............__... .........:..._...._:::.:.....................__._.............................. ...:... _...-..:.. : ::.:..:........:. .._.._...................... ......................................... ._.... ...._...... ,,.._... ._ .. . : ................................... r - _. ..... -_............_. .K_ .._.....w. ...-. _ w __.. _ c'0_.._..w.._... _.__ _ _ W...._.."... 3 0 E • a10 .., .._„_. _ ........................... ._. U v.. O .................................. _.._ 4 S .., 1- 'v M �. N O 3 1/2 x 14ga Cee END WAL COLUMNS, #294 & or #295 18 a. FORMED C 0 FILL g & QL RED DOOR STARTER JAMBS PAIR 474 18 ER ANGLES, 576, TYPICAL ALL END WALL PARTITIONS v, OLORED DOOR DBL. JAMB #473 ( # ) :. , 18ga. FORMED, r n ) n� r » r :. , - �o -o � �o-o �o-o �o -o �o-o � B LINE # DOOR JAMB @oil o.c. UI DIN NE 473 SPECIAL LA : : T 8 -8 x 8 -0 FINISHED OPENINGS RGE DOOR SIDE WALL ELEVATION, : 4 1 . 0 : . . I : .. .. .. .. �}- to N •t,- , for ROLL-UP DOORS b RITE) . ._ ay L, c m 8" 26ga.. COLORED RAKE TRIM #759 FORMED SAVE TRIM #794 (ABOVE DOORS) — 8ga. FORMED, COLORED DOOR HEADERS #475 26ga. COLORED CORNER TRIM #713 5'-0" # ..v EAV RI 7 .9 .. — E T B SML. ._.�. ........�. -__......_ _._.µ....�.�.._.�....".... _._..._�... ......:........._._._.... ". ..�_w...___... ..._. : E . . . . END WALL D 4:0 - FINISHED OPENING D ETAIL 3 4 1 0 y _. . .. ._...,,,.___.�_�......�._.................._ .....w _.._......,.. :._-._..,._.M.. _.. �M_v.rM w" i ....................... ...... .. ... ............ ...... ............................................... , ... .,_.,........,.....I.�_,„,.......,_..,........ € t { _. f .. .. .. ...:::: { I 3 '.._ - .,._..............._>.... ....._.._•...-_ _.. �t C ...:. _. ..._............_.._..................... ............._........_..........- F� C p W 3 ........_- ._ _._ _..... ...... __. ...._. ..._. _._-,._.__ . ."..-„_....... __,._. ...."., E� ., i # i a L _ # f C .. ........ .-_w.._..w:.�w.. CC)R-.ER T I'A:t� .71 i _._.- E ........... .. R r .. ..,.._..,. _. ....._... ,, 3 ' c :._... , a ...........................................:..... .............._.._...... .... ....: ._..,_,_-_....-__...,.--_..._..._.,_..�......_._1. ....�..�........__ I :! �_...._ _:..,... .__ E i . o _.....__..._ .._..w-._.,...,,,..,,_..._..........w_:r._......_..._ . DOUBLE DOOR M 47 TYPICAL 10 U ..........................................:............... » t,, :f I ._.. .._._.._........_.........._...�_...._- . ... . ................... ................ .............. ...................... ( . f. .......,... ......................................:.:..................... - � • . ., . , 28 a. alv. OTC a D. U , . _ .w..._�._._.,.�...�_w..v...-._.._:,.._v..-,�_�,......"..,�w_..: , . : . STARTER PANEL 578001 FIELD NOTCH s REQ 9 # p [ _.,._ Q O........,.,,,,...,........_.-...--....._,_._�_.._._.. _.M._.._ : T A. TE . L CH. A• RIB.:P. N LS 585 E f # a v L c �. � . f • # 3 0 r c v� t M ..... . w_ .... .... € a _,,,, I. . t :. .. ... ......... :................................:. � ..... .�:.>...� :.,.._ Mom,,.:y:.. �,,._.__.,......._.,......., -o .1 ., t ......... #..................................................................... - €• v> I ..r ....................................:.......................................... S LL .TR M• 11 ::..:. �. 8 x 1 2 SELF DRILLING SCREWS 508.67`0 w w c L 18 a. FORMED. & COLOR ED DOOR STARTER JAMB - 9 S PAIR 474, C ) # 18 a. FORMED OLORED DOOR DBL. JAM: E 1 o'-0" , g B #47 , TRACHTE RIB PARTITION PANELS 58021 ¢ U o a : TYP Cee COLUMN 36206 -WALL x8- 0 FINISH , . . ., . , _ OPENING ;. w „ . DOOR JAMB PANEL TRIM 7 0 OPTLONAL_ • . _ _ s SLDE .: /WALL .E # VATION w 5 x1 , 1 0 END CLOSETS:. ....; , _ TYPICAL FILLER PA78 SLDE A D0 M ETAIL AVALIBL E ON - N EL - _ WALL OR JAB D . . : - DE W ALLS ONLY - 4" x 2 x 18ga. galvanized FORMED SAVE ANGLE 391 10 LONG - €.. 3 1 2 x 14g�a. alv. Gee .......... .......... .......... .......... .......... 9 :...,.. :..... --= FORMED EA E TRIM 794 CORNER COLUMN. 27' I # ROOF ANEL;S "' --- --- # i 3 1/2" x 16ga. gaI "Cee" y � PURL N 3 1/4 x 10 x 14ga. alv. TYP. SIDE WALL CO #36206 » ( EAVE `NGLE #391 M Cee CTR. WALL G1`R #289 DO R HEAD R #475 r , CLOSU E #7�6 ROL U 0 R N # 16ga. DOOR BASE CHORS P D 0 T R _UP 'R L FORME EAV TRIM #789 STIR. #779 or DBL 778 C ITE OLL D00 N t DOO JAMB #47304 v� 36'r a 2» x 4" x 18ga. EAV /BASE ANGLE #391' S- ��-4„ TRACH E „A» RIB H ANCHOR TO FLOOR W POWDER ACTUATED AN QRS WALL PANEL #585 �° w 1o'-on 10�._0» 10r-'On 10._0.1 FOAM RUBBER 4n D00 ' HEADER #488 Q 0 SIDE WALL FRAMING . FOR END CLOSET . OPTION : _1 4 --1 0 IN SIDE CLOSURE RAKE TRIM 759 It of �—�- STEEL DOOR GUIDES : # Q z W A G O o - W � EXTERIOR WALL IRTS � W z 14ga. alv. ee #289 z END WALL CLOSET ROLL UP DOORS (3 8 F.O:) 3 1/2 x 16ga. . Cee COLUMN #362 (-DOOR SIDE) w E 1 1/2" x 4 1/2» x 26ga. CORNER "J" TRIM #713 � 36" x 28ga. gale: PARTITION PANELS 580 # # { „Cee CORNER COLUMN #279 NOTE: POSITION ` PANEL END WALL SIDE Q o 18ga. FORMED DOOR STARTER JAMB #474 (TYP.) 18ga. FORMED STARTER DOOR JAMBS #474 (TYP.) t; rn N a a, 14ga. "Cee" CORNER COLUMN #279 (NOTE:POSITION) 4 9 1 4" x 1 1 2" CONC. NOTCH a v { 26 a. COLORED TBS „ 4 / „ NOT o g A RIB WALL PANELS #585 ROLL-UP DOOR' by TRAC-RITE DOOR, INC. 1 1/2 x 9 /4 NOTCH a .....:......�....: :................ N SILL TRIM #711 2 TYPICAL ALL SIDES , L: 9 CLOSURE #►� SUE 796 ; /2„ 9 4" NOTCH FEB. 9, 1999 crn - x 1 EAV /BASE 1 1 1 2" x 4' x 8 a. E ANGLE #391 TYPICAL ALL IDES g T.GIEcx 4 36" WIDE TB "A" RIB WALL PANELS 585. LAP & or FIELD CUT as REQ'D. 8" $'—$" ,,t : . `ry PANEL to DOOR JAMB TRIM #720 - 9 1/4 NOTCH FINISHED OPENING ' x 10'-0» f- FO DATION TYP L ALL SIDES 10 _0 FOUNDATION _ L� 1-1 not to scale ( STANDARD BAY SIZE ) f - ; : � �9 .� � » : ,. , : � - - :_ . : DEC - 3 P-15676 1 0 END CLOSET SIDE W ALL w/ A . RIB: : PANEL 3 4 1 . 0 _ END WA — 9 4 EAUE SIDE DOOR SECTION LL DOORS 1O SIDE WALL FRAMING, 5 o POW THE CONTRACTOR, AT HIS OPTION, GENERAL NOTES MAY SUBSTITUTE A GEOTEXTILE All denuded areas1which will n PAVEMENT FABRIC. SPEC. 3601 FOR THE ot be paved 9. A 9" thick layer of Class It riprap shall be The fabric shall be anchored in a trench dug AGGREGATE FILTER BLANKET UNLESS 1. Existing topographic and location information shall be covered With a minimum of 4" of placed on a 4.5" thick layer of coarse CURB AND GUTTER OTHERWISE SPECIFIED I% THE PLANS. on the upslope side of the support posts. The topsoil immediately after final subgrade aggregate filter at locations indicated on the THE FABRIC SHOULD COVER THE shown on this plan is from an aerial map of SE 1/4, S­1,-T1-14N­ R22W.�­Scott County for trench shall be at least 6 inches deep and 6 completion. Thes areas shall then be seeded plan in accordance with MNDOT Standard% AREA OF THE RfPRAP, the City of Prior Lake dated 11111/92 inches wide. The fabric shalt be laid in the and mulched, or s�dded and staked, within 6 7 Specification 3601. Geotextile filter material MNOOT STD..SPEC. 3601 -g c CL.31 RIPRAP o trench, and then-the trench shall be backfilled 72 hours pletion of final grading. may be used in lieu of granular filter m aterial. prepared by Horizons,. Inc. after co X and compacted. work (weather p itting). Topsoil shall meet Riprap shall be installed as shown on MNDOT g E LOCATION MAP 2., The locations of utilities shown are the requirements f MNDOT 3877 for Tops-oil Standard Plate No. 3133B for the size of pipe Q. .�i Co approximate only. Other utilities may exist Erosion control fence filter fabric shall be 0 Borrow. Others I stabilization methods shall indicated. For pipe sizes smaller than 12" BASE Z 72 which have not been shown. The Contractor MIRAFI 10OX, or approved equal, furnished in be installe TV- CL d as directed by the site engineer or V M 4]P!M 6ullels 0 W diameter, the minimum quantity of riprap and CT 8 La shall contact GOPHER-STATE ONE CALL at a continuous roll in order to avoid splices. by local governmdnt officials. MNDOT STD. SPEC. 3601 Z/V filter blanket shall be no less than that to CL. 1E AGGREGATE FILTER Z 0 454-0002 for exact locations before When a splice is necessary, it shall be made required for 12* diameter pipes. AKE �d CL PRIOR L beginning any construction. at a fence post. At splices, the fabric shall be 6. Unless otherwise hoted, the appropriate dates SECTION A-A i BACK OF C U I 1 4 t "i 4 - overlapped at least 6 inches, folded over, and for spring seedingisodding are from April 15 10. All erosion control practices shall be La-A r. W 3.. All proposed spot elevations shown are to securely fastened to the fence post. through June 1�' Fall sodding is generally per-formed in accordance with the methods CURB BREAK 3: 0 bottom of curb unless otherwise indicated. acceptable fro I August 15 through outlined in the best management practices B 0. 2. Temporary Rock Construction Entrances-.. A November 1; fall seeding from August 15 r n a t handbook: Protecting Water Ouali!y in Urban .7. (9 �2 0 4 ipe shall be.Class 52 D.I.P. rock pad shall be.located at all points where through September 15. Seeding must take W - 5. F.L 0. cc All ductile iron p Areas, published by the Minnesota Pollution vehicles exit the construction site. The rock place prior to September 15. After E) E) 0 0 Control Agency. A L, 5. Corrugated metal:pipe and fittings shall pads must be installed before grading begins September 15, th6.Contractor shall wait ui itil A - Jo U!a 0 on the site. The rock size should be 1 to 2 (L conform to the requirements of MNDOT November 1 Z E- to perform dormant seeding. in li. The Contractor shall construct all proposed '-RIPRAP IENTIRE WiDTH kP a 2 CO. RD. 44 160TH ST. SE ----'4 FT- Standard Specification 3226. inch diameter such as MNDOT CA-1 or areas that are to be seeded, MNDOT Standard sideslopes with grades not exceeding 3:1 (3 T MNDOT CA-2 coarse aggregate. The Spec. 3882 Type 1. mulch shall be applied a IN. U. Ui Caulked seam corrugated metal pipe shall aggregate should be placed in a layer at.least. uniformly over soil surface by hand or horizontal to 1 vertical). ' M 0 5, Ui have all�,circumferential and horizontal seams machine withint44 hours after seeding in C4 �,o C� V)6 inches thick across the entire width of the C4 � Q a, Nr r,C) a W All pond bank slopes beneath the ordinary entrance. The rock entrance should extend at accordance with MNDOT Standard Spec. >2 Cq riveting.- This shall be accomplished by MARKLEY LAKE caulked with an asphalt compound before least 50 feet,into the construction zone. A 2575.3. lmmediately.after placement, all water elevation shall be no steeper than 6:1 DIMINISH CURB C) > 6 C, geotextile fabric may be used under the rock for safety purposes. a-0 - - applying a uniform bead 0/4" minimum mulch material Shall be anchored into the soil a.>! T'o O'D Ir�r OTq Qq Cq 14! r P -0 0 , 2L:!>: IT oqT C!"1414 NR 2S FT. m w�r-r�v:z a. diarnetedi of the asphalt compound to the in order to prevent migration of soil into the by crimping (straight disking) in a direction tri r-o�!2 W inner lap surface before riveting such that rock. perpendicular to t at of the overland storm PLAN VIEW �.,,,when the rivets are in place all voids are filled- water flow. Se6d,.mixture shall be equivalent tq t--:ti C�V�9-q M -,a 0, 0, t,(4 W a.r, W n :2 and a:coating of asphalt is between the lap 3. The Contractor shall remove all soils and to MNDOT Standard Spec. 3876 No. 500 SITE s surfaces6 ediments tracked or otherwise deposited, unless otherwise specified. FINISHED GRADE LU C, PRIOR LAKE C.S.A.H. 21 (n onto pavement areas. Removal shall be on a a 111q"I-I 0�CR-I Z �'Q 00�V� - U_ SPRING LAKE TWP. 0 daily basis throughout the duration of the 2 10 >! stockpiles containing more tL -i M The asphalt compound shall.consist of,art 7. Any soilor dirt. 74 0 4-iti oz t r4' * C4 0 Z i2�� I a asphalt base construction. Paved roadways shall be DEPTH RIPRAP W combined with an inert filler than 10 cubic ya'rd, of material shall not be, < 4 1/2"DEPTH FILTER 0 a. cleaned by shoveling or sweeping. Street material to form heavy-bodied compound.that located with a downslope drainage length of Z �d U U�-5 3 t>� .I-,�cl�,;r o� -q ti o! 9 o!washing shall be allowed only after sediment CL r Cq q "Q will not sag or run out of the seam. The- less than 25 feet fibirn the toe of the pile to a 0',has been removed by shovelin' LL < 0 a. - M r) 0 compound shall contain.63 to, 68,percent. g or sweeping. roadway or drainaoo,-�channel. If remaining for 0 ta SECTION 8-B'more.than seven,,diiys�.the stockpiles shall be Wire mesh reinforcement -0 C, solids by'weight. It shall.be similar in type tu 4.- All storm seweirt inlets (culverts, flared end, M�>: Cq 0�-T ti-P G�Cq 9 qT ri-0 O.V and L*qucil,in quality to Trumbull 5X Asphalt stabilized by mulc�n '-!:vegetative cover,.. �5 4>� 00'0'a 00(optional) �o ­0 a,.4r.0 V)Engineering fabric ------- CL r sections, etc.) shall be protected with silt tarps, or other Erosion from piles,adej as, manufactured by.thea.Mastic knife,gr fence supported by wire mesh reinforcement , which will be,in 6*6nce for less than seven rumbult:Asphalt Company of Deleware.., :a Tj Metal or woo RIPRAP AT CURB. CUT until paving and turf establishment operations days.shall.be conqplIed by placing,silt fence 0 post or stake- --r V:-T q q" 1 at in Cmi-1q Z 6 6--- �r­6 t-a-C>-C4 >! have been completed- Support posts should CJ ---C4 V� 6c-c�o in.the.field.with 2 foot' barriers;t around tho. ' ifes...- In-street utility Pipe shalt be joined p wide rod and lug bands. Seams at.the be driven at least 2&t into the ground. repair cohstructi soil; or dirt,stockpiles Posts shall be 4 inch diameter wood posts, or connections shall.be caulked as�Jescribed. located closer thart,,25 feet to a roadway or C, >!CL above. standard steet fence posts weighing not less drainage channel, st be covered with tarps Fabric.anchorage than 1.3 lbs per lineat foot, with a minimum; or suitable alternaltive control if exposed for trench backfill with:length of 3&inches plus burial depth. ".0r C�l 40 w W r-­r oo more.than seven�4y.s, and stormsevver inlets C'i C4 C'I Pipw shalt,be:installed in accordance.with the� tamped natural soil., 0 r- -0 �Dlrect�lonof 0�4 ic mus ictec�:With rock and block manufacturer's,recommendatiatis 1 The pipe 5; All denuded:areas which have been.finished t be protE s oi�,iilt fence. runoff flow sediment filter shall be-.Itiid-wittt.the'outside,lapt�-of graded, and all denuded areas for which other circumferential:joints pointing upstream and 6 inch minimum grading or site building construction. nc :1 8. Maintena* All *rn orary erosion and p with the.longitudinal laps-at the sides at about: SPE60tATION operations are not actively underway shall..be ol�avics shall be maintained . . Nalu [soil Feb.13,1985 STATE OF MINNESOTA STANDARD Sediment,cant.r. OVED -the vertica[midheight of the pipe. Field APP41 DEPARTMENT OF TRANSPORTATIOU E HCE. PLATE No-. permanently or temporarily stabilized against in place "rit'Lihe cahtdbuting drainage area welding...of corrugated galvanized:iron or steel erosion due to rain wind,.and running water- has beenz stab,ilizeiL shall be the RIPRAP� AT CMP OUTLETS pipe shall not-be permitted. 6 inch minirm)m 3134 B within 14 days. Stabilization methods include. Contractor's,reipd6�ibility to inspect all Assii(ani Division Director Technical Services, seeding and mulching-, sodding, and the earty.� Onch-Coms) t temporary'evo, XISTING OVERFLOW 6.-- Utilitv action Reguireg)en s-. ision sediment control Note: Depending upQn configuration.attach fabric to wire mesh with application of gravet base on areas to or it dil Standard Proctor,maximum dry density bew devices on.a,. dil 6sis. The Contractor -,,hall. hog rings,steel posts with lie wires,or 95% paved. ELEVATION FROM wood posts with Staples,. TP 4&or HTG-T-991, removes 466u, I tedii nent deposits from. (AS 4 :M69S AAS UWETLAND TO REMAIM AP be RON APROU sediment control devices.. Within 3 fet of,the�,geound' hind erosi' I piple.;zone to, C 950A0 'Itypical fpstallation lbr silt fencw; accumulate to.a'"d- th mor If 60 a a t must not,be. allowed to.; I N V1 ''surf bice,and.t00%Standard Rroctor 6 neede L e.than:oni6,,ha denetty.-in,the final�3.feet., rar. the height of. the(luosion and sediment co damaged or.rotte&devices Deteriord �ERGSION C70NTROL e 'd-e BS must t rosion contrIdEl P be immedia e y replaced'by t C tr WETLAND dctur.T- he contractor sh0:t install erosion.'controltt- EXISTING. fence itthe,locationssh6writ on the plans. CY BUILDING� Oiribt. io�b6ginniiiqconstructioa.,� Silt-fencei GRAVEL DR,IVE, 'oV X k,79 � x 7-X 944 installedvith va suppo shalil.6 ��R E D IT' RIVE' R--..-. TWP. ning fence or- S-... 086.55 ost%spacing of 4 feet I s glad wi 17t'h-p AK CITY OF PRIOR L E fhar %robdj,pina� or standard.T� or U-section GATE -d Posts,sh all-be�-2 incb-square,or larger-, or-U-sectiort steel,posts.shall- T �6igh not toss than 1I.Q lb per lineal.foot. ..Posts-should-be placed or driven arleast 2 X feet into the ground and shall have-a. ::."inninimuih.lengthl of 30 inches plus burial,.., 0 1�depth. (D X Oil 944 M W (n SILT W M cc W Cf) 0 FENCE W: 948 Z 0 cr ArA 0 0 OD Z F-A Q�T- LD 7 Z t-OLE X W SHED X W W, to 956 - 0.5;Z* 0.5% r EDGE QF; BiTUMINOU!�� BITUMINOUS S U R FACE 0 co <51M) W 7 X EXISTING RAINBOW 0 LL. SWING .......... A -X-X-X- X X 1.00 2! 1 X FUTURE MINI Xt1f, -STORAGE 96t,To- EXPANSIO N AREA, M LAKE 2� doIr 5h-7t 0 t U, AC C51 947' 0 "Wall Aq 942 "7 di POND� - BENCH ZZ 9 --777-!r 951 945 'Raw- 19 mom -9 ­7777:' PRAP,` 952 Gt)TTEFZi- 00RR C 1:086:5 95 1 X X X FENCE WETLANa EL.EV. 949.60 0,/1 /,Or-x C17. X 0,N I -W SILT F AND: GUTTER [tit IVatfa X. ING NSP Z EXV SL STAT ION S T 0,0­111ill M-A.N A.�i E V, N� -P -w . 0 -2 T E 0) PA Mir% SID Total Tributa rainaue Area. -.0`9391act OWNED 1BY;; OTHERS -AR , P '0 X �7 Desilgrv,�Storrri SCS, 1 Oidl4 hr,Type YtV,L1 * j7 cyomv 6 ....... X X -X "4 Pond 24 igh Water, -tit 100- V W! Volurii4 Utilized.- 0.,1597 acre- 100- veiStora fr lie,d (by e DE 100- ost-D vetbpr!ient;Discharge-�fioov.-Ppnd� I i w.y re-D4.V.diot3,!nOnt:R�jndffl.=::I:'11.cfs, ............ 100�Y ost-Dev 'hrgd�Vlume from.Pond.#Z Q 35 ac4L elbpMehf Disc 1 00�Y re-Developme OzT �f water 0 TV INC NOTE- -ET- �7- . .... LAND.LOCA MAPS By THE r CITY 0 -Providied-. Q-3 2- 34.4c. :-ft., -7 Dead Stal ag te StF6 779 ST. S� R, 'NELCOME 948.0-0: INV-E AVt. INVW 947.70 % tVISION-­` D R RCEL St TO R A(7w- KE 5W midmu 9/2 /93 ZE� SPO MINNEt:-30.TA;1 ELEVS, POND, INFORMI�TIONii PRIOR. LAKE,I POND .. ...... PRIOR LAKE MINI" ... ...... SLOPES, V 8453'. lit B AS I 14�:' I`Y 91: 'IN.FILTRATI ON NCE-. nanale IlEim 43 ','MOVE'Sl`LT-, FE F�)N SIDE;, S HOW-BERIVEt. EAST m!ngton�reew y TO. MAINTAIN EXIST�NG,,*�-'­.--. �1 E Bibb' O� 50 ADD WET LANDS�'PE .4/94 0;PLAN H AND�REV E GRADINO;PLAN IN ..... nr-AqCTT D.-WETLAND IIAP 'ALE AS P H IN DIFY BUILD U N ti UJ Ir r R'U CT 1 'AND��ADU SO ILI-, SEJ e rn RO. 44 S. CURB 4 1/2-OE H FILTER ST��GROI�q- 6 L .............. GENERAL NOTE.S -ot THE CONTRACTOR, AT HIS OPTION, 'kl, All denuded areasl Which will not be paved MAY SUBSTITUTE A GEOTEXTILE -C P Existing topogra hic and location information The fabric shall be anchored in a trench dug 9. A 9" thick layer of Class 11 riprap shall be PAVEMENT shall be covered with a minimum of 4" of FAS141C. SPEC. 3601 FOR THE shown on this plan is from an aerial map of on the upslope side of the support posts. The topsoil immediately placed on a 4.5" thick layer of coarse CURB ANDGUTTER AGGREGATE FILTER BLANKET UNLESS &L after final subgrade OTHERWISE SPECIFIED IN THE PLANS. SE 1/4 71114N. R22K,.Scott County for trench shall be at least 6 inches deep and 6 aggregate filter at locations indicated on the cr completion. Thesol:,areas shall then be seeded THE*ViBRIC SHOULD COVER THE the City.of Prior Lake dated 11!11/92 inches wide. The fa6ric shall be laid in the and mulch plan in accordance with MNDOT Standard% AREA OF THE RIPRAP, 4'., ed, or sodded and staked, within prepared by Horizons,. Inc. trench, and then-the trench shall be backfilled- Specification 3601. Geotextile filter material MNOOT STD. SPEC. 3601 72 hours after co pletion of final grading e and compacted. may be used in.lieu of granular filter m aterial CL.11 RIPRAP work (weather 0 mitting). Topsoil shall meet Q 2., The locations of utilities shown are Riprap shall be installed as shown on MNDOT' a 8 6 = x the requirements f MNDOT 3877 for Topsoil o approximate only. Other utilities may exist Erosion control fence filter fabric shalt be Standard Plate No. 3133B for the size of pipe Borrow. Other�sojl.stabilization methods shall 2; which have not been shown. The Contractor MIRAFI 10OX, or approved equal, furnished in indicated. For pipe sizes smaller than 12" z co LOCATION MAP of ... a i ­w be installed as directed by the site engineer or BASE cF shall contact GOPHER-STATE ONE CALL at a continuous roll in order to avoid splices. diameter, the minimum quantity of riprap.and TV 2 by local governtridrit officials. 1 - Aq 454-0002 for exact locations before When a splice is necessary, it shall be made filter blanket shall be no less than that e c Z e P V M q1 M buwls a 0. a us or _o required for 12" diameter pipes. CL. 11AGGREGATE FILTER 3 . ! Z/V o Z beginning any constructiciff. at a fence post. At splices, the fabric shall be 6. Unless otherwise hoted, the appropriate dates : overlapped at least 6 inches, folded over, and 4 0 2 f-: a V ZIM for spring seedi g1sodding are from April 15 SECTION A-A T BACK OF CUR PRIOR LAKE 3.- All proposedt spot elevations shown are to securely fastened to the fence post. thr 10. All erosion control practices shall be ough June 1 Fall sodding is generally bottom of curb unless otherwise indicated. performed in accordance with the methods 2C o acceptable fro August 15 through !! !! I > Temporary Rock Construction Entrances:� A o Z= S -5 _j 2. outlined in the best management practices CURB BREAK ctile iron ipe shall be Class 52 D.I.P. November 1; fa I seeding from August 15 rock pad shall be located at all points where r B -E- All du P handbook: Protecting Water Quality in Urban o - I I < Z . . _J vehicles exit the construction site. The rock through September 15. Seeding must take Areas, published by the Minnesota Pollution a. 5. place prior to S'ptember 15. After o a Corrugated metal:pipe and fittings shall pads must be installed before grading begins Control Agency. o September 15, the Contractor shall wait mitil Z Z o conform to the requirements of MNDOT on the site. The rock size should be 1 to 2 November 1 to A ED 1 .9 0 3: perform dormant seeding. In A jo-el(] 11. The Contractor shall construct all proposed t Standard Specification 3226. inch diameter such as MNDOT CA-1 or areas that are to be seeded, MNDOT Standard '-RIPRAP IENTIRE WiDTH Z --*-J (L J r MNDOT CA-2 coarse aggregate. The sideslopes with grades not exceeding 3:1 Q -4 F7.- Spec. 3882 Type I mulch shall be applied E CO. RDL 44 Ca-ulked,searn corrugated metal pipe shall aggregate. should be placed in a layer at least uniformly over trio�soil surface by hand or horizontal to I vertical). a, MIN- 160TH ST. S have all,.,-citcumferential and horizontal seams 6 inches thick across the entire width of the machine within 24 hours after seeding in caulked With an asphalt compound before U. 0 5 entrance. The rock entrance should extend at accorda wit All pond bank slopes beneath the ordinary W nce I-1 MNDOT Standard Spec. --- Uj riveting� This shall be accomplished by least 50 feet.into the construction zone.. A 'i ,I 4,o a,"'it;r-:c)�i[-�<5"r, �a c t>! "o�V� tr!0� N "i 2575.3. Immediately.after placement, all ------11)10 : - . != water elevation shall be no steeper than 6:1 �- = r,o� > applying a uniform bead 111/4* minimum geotextile fabric may be used under the rock mulch material Shall be anchored into the soil for safety purposes. DIMINISH CURB > 6 > c) diameter)-of the asphalt compound to the in order to prevent migration of soil into the by crimping (straight disking) in a direction MARKLEY LAKE inner lap surface before riveting such that rock. B C, L a 2>! 9 IT!,q 1qQ Co lz:,T P perpendicular to toat of the overland storm 2S FT. - � 0. 'i W 4c4-T - ir cl M o. v)-wo a, cl ol .,,when the rivets are in place all voids' are filled- water flow Seod�,mixture shall be equivalent q'.'..D. .0 D cq �r W --and a coating of asphalt is between the lap 3. The Contractor shall remove all soils and to MNDOT'Standard Spec. 3876 No. 500 PLAN VIEW , J 1i rl:ff�c7!1!9-q�q rl� C�lir 9 c� : = 1 t3! ot Ui surfaces. sediments tracked or otherwise deposited unless otherwise specified. N cl)In w c)m (A 0 0 E.�! - . 1! onto Pavement-areas. Removal shall be on a FINISHED GRADE >- >L % W c: - SIT _J The asphalt compound shall.consist of an daily basis throughout the duration of the (4 E 7. Any soil or dirt-stdckpiles containing more P - U PRIOR LAKE C.S.A.H. 21 asphalt base combined wi ith an inert fill eir construction. Paved roadways shall be cLu -a 0, w 0� q G-6 "IT a o��o _�N co a, tq c a=i v;r-:6 g>! U. SPRING LAKE TWR than 10 cubic ya'rft--of material shall not be 0 material to form heavy-bodied compound that cleaned by shoveling or sweeping. Street 2 a �r 'L, vi located with a dov�nslope drainage length of 1. iz�� will not sag or run out of the seam The- washing shall be allowed only after sediment 4 1/2"OEPTH FILTER _T DEPTH RIPRAP < in ip sz� Z 0 less than 25 feet Rom the toe of the pile to a T W X --t'T cy�11:0�",q"I cr�a�(D 0,c�c4 has been removed by shovelin'g or sweeping. roarlway or draina(j�channel. if remaining for 4. a a F- cornpound�shalt contain 63 to, 68t percent. I . t- =% - 11" r Co n cq cr!c4 more than sever),dAys.,.the stockpiles shall,be solids.by'weight. tt shall be similar in type 0 ua 0 Jand oucil in q * lity to.Trumbult 5X Asphalt 4� All storm sewer inlets (culverts, flared en& Wire mesh reinforcement stabilized by mujc�n 1-.-.vegetative cover,,. SECTION 8-5� (optional) LU ',Mastic,-knife,grade, as'manufactured by.the,- sections, etc.) shall be protected with silt Engineering fabric 1 tarps, or other, m' Erosion from piles _J a: .5 c�Cq-�q C�"-:tlP crt I-q 9 0�q 0000 w ru -Asphalt Company of Deleware., fence supported by wire mesh reinforcement: 133 W T mbult v co 'n Co 17 which will be,in Ak x= -Ir w�m in C)In e ence for less than seven a.L r4" 5 R until paving and.turf establishment operations Metal or woo �g days.shall be.66ntr lied by placingL Silt fence RIPRAP AT CURB� CUT mpe,shall be joined in.th have been completed. Support posts should f"r post or stake e field:with 2 foot' barriers-around�thO. Piles.r In-street utility t>1 -IQ Ut -q 11�V:T'7!Iq Iq q Ill 13t 0 >! �x oil rl� o :3 wide r6d.and lug bands. Seams at-.the be driven at least 2 feet into the ground� repair� cohstrucii4w soil, or dirt,stockpiles < `0 c� connections shall.be caulked as.described Posts shall be 4 inch diameter wood posts, or 11 located closer tl�ar#.25 feet to a roadway or c) 11 above. standard steel fence posts weighing not less drainage channell 22 st be covered with tarps L than 1.3 lbs. per lineal foot, with a minimum; >: tj r%n 43�U�q Qq OR C,: FabriCL anchorage z V o' or suitable alternadve control if exposed-for . . : -1 -;cq cli�i "6 in co Pipet shalt.be:installed accordance.with the�� length of 30 inches plus burial depth. letL� trench backfill with: acx= leo,00 manufacturer's recommendations.� The pipe L more than seven�divs, and stormsewer in s: tamped natural soil­�L L must be protecte(�.With rock and block �Direction of oj �o�r a�o�.o 'o r,' -c1t:S;Z cl in C, o v.,io r--0 areas which-have been.finished Lx r shall beltid--witft theoutside,lapsof:­ �9 sediment,filters orl, ilt fence. runoff f IoW is c4 a.t� ints pointing upstream and graded, and all denuded area. cn a. & All denuded ji -­�I circumferential:jo s for which other grading or site building construction. with the longitudinal laps.at the sides at about: 8. Maintenanc All mporary erosion and 6 inch minimum the vertical,midheight of the pipe., Field operations are not actively underway shall:be sediment control 1 divices, shall be maintained Natur*�'l soil permanently or temporarily stabilized against welding...of corrugated�galvanized iron or steel 69k A T 10 in place untiLihe c6tkibuting drainage area erosion due to raihL APPROVED Z�b_'L3_-'L85_. STATE OF MINNESOTA S E N wind,.and running water- pipe shall not be permitted. has be Z V DEPARTMENT OF TRANSPORTATION R�E PLATIE ENCL within 14 tabilization methods include. minimurn Cont reipd&billty.to inspect all RIPRAP AT CMP OUTLETS ractor's, Utility ompaction Reauireinents-� days S' ing, and the early: en;stabilized,- shall be the 6 inch 3 6 Tr�nch-C seeding and mulching, soddi temporary'LeeiisionA -sediment control 134 B L Assitfani Division Director 95% Standard Proctor, maximum dry density L application.of gravel base on areas L I . :�,d- to be% ces on.La: Tochnical Servicat Note: Dependin upQn configuration,attach fabric to wire mesh with. devi �.Oasfsi The Contractor -;,.hall XISTING OVERFLOW (A TK 7 -�or- AASHTG_T�991 ftom:th4�,_ paved.. Is remove.accu la F edim hog rings, steel posts with tie wires,or wood posts with staples, ELEVATION FROMI.- ent deposits from. Within 3 f0t OfL ; -, pipq;z0w,to the�giound; behind erosi, I e iment control deViCestL WETLAND TO REMAIN'L di surf6cei.and.100 W.Standwd�I roctor A an maxirou --in the fin4 3 accumulate to.a*e. th.more.th as needed� It must not.be,*allowed Typical installation lbr silt fence.;, al'APRON ..9! APRON density INV,= 950:40 one J 'i 8.'�, CMP the height of.th e q Josion and sediment contrdl P1 t.:­� :4V -A devices4 Deterior* -,damaged orjotted-,-­ �'E R:CY S;L I Q N C70L NT`R OLLL .......... L ect, erosion,c �deh tes must be.immed-i ontroF h Jr. eL contractor shall instalf erosion.*controV repla ice'&bi thevic tractor. WETLAND ..... jo feme,irthe,locations sh(')wn on the p Ian&-: 4- inStaffecfwithoO -supporting fence.shall.b* IT BUILDING., _ BSt L of 9 nstalled,with. DRIVE, TWP. GRAVEL wst�spacing,Of.4 feet tVER 44 ��RED R pribir.to,�botnnlhg,construction., Silt-'Lfenc EXISTING bsts shall be-2 inch square,or largeu� - - 1086.55 X" Q3 thardwobd',Pine, or standardLT- or U-:Section X X X C IT Y-- 017� PRIO R:L LAKE I P6jt&­T�or-U-section ste0 posts.shall; .7 s"e SHED .......... beigh not toss than 1.0�lb L per rineal.foot. us S t should.be placed'or driven arleast 2 h to --- ------ (D -a u :,minimuih lengttt of 30 inches pl feet into,t e ground and shall have s buriaU. ;depth. 0 x 0) .37 __--944 ........... ET 1- (9 CM1 ­4 03 op _J M W SILT (9 :PSI a) UJ _J FENCE x 948 W W Yj 0 a: 11� Z N 0 r cn cr) 0 a) AO �, i* Z IST, L­ I I :. ., 0 C\J co EX Z 40 POLE F Z in X SHED W R oomb Gem 'Ab UJL NC IRE X 0ow r 956 co 0 x 7 I 4�5 C) EDGE OF. 0.5 116 USL S AW 4u SITUMINOU!" BITUMINO UR 0 EXISTING 01 0 f 0 RAINBOW. SWING _.RIPRAP 1.71 x X-X.- Loo X X To P ILLWAY FUTURE MINI - 0 A -o"m 2! 9511, MARKLEY AREA EXPANSIO r LAKE At P6.L AA_ 'Sp > Now 00 OP 19 6 P_ _4T I I I.t.l. I . ., - x.. I - i . 1.0%(.�-?t 5.1� . ­ Z.. .­­':�..� e Ir I. J:� ON 7 T )NE �ZziZz:� La 9- 4 6 _49 9 153 F PON 0 M BENCH CIA dw� Stmill :94 94Z RAM V X.. 2?-`1 946 9. 6 Ac 95 0. 94� . 945--- In W. V,M POND MOM am" g .7 A wo am due I X M V 7� L Z, CUT wf CORS' Ile UK IPR ff .......... L GUTTER— 952r _X V 4, ELEV 949.60 X r 7,; 211t 4_0 F, X X T FENC Kt_E_J r r. WETLAN . ...... Uk Sl L.T ")0 W Y?,, g 4! Fi :::77,T t A in* 2 Z EXI 'ING: NSP M UJI, At F&W-, T E Ft'::,.I&A.N.A G E lVL N_ p, W: . ........ 0 ARC 57 y r 0 C% S STAT IONL E T STOR g Total Tributa rainage Area. 0"9393 acra&� U., F_T L OWNED C fS De4 24 Ft, SCS' 1004 -hr Type�Ih wmir ion,�Zstorfti gilk 0;,00' :t 4. V N A gi I! Q ig,h wa`iteir,Level, 945.07;�` # 0. 00- ve,Storage-Voru JL597 me,utiliz 100-) rl e& acre 47 p(90-Y'0_U &'ff.drniL ft it 2 4L �pmen Zischarge4rojitrP :eiz ._ ond X _X .�_ !RPMJ­­ PAW.- ;7t;� 73 y �Cfs, 100; re De'velopmdrit: or Runoff� E Tv 1:00w., ost-De ekipmenvLDiScharg(�V V L _dIUme from,Pond#Z'=;L0;35 g i;g& re-Development�%noW'.L'ftIu ac!!ft 77 0 me L 57*at�ft., op L Y tlli� -517 0. ed- te- VIETLAND7 Storag lunie-provid �ac _ft.. LJOCAT Dead T Ty NOTE- n _�j 'g, 7,p A AlRt��Iw P! A�, -e--T L A N ly Y_L THE CITY OF-. LAK MAPS: a PRIOR, 17- f Moll— ,V .4- nr M 1.Ptl ST. S. W z I T E 4' 77 '4 611 I NV_ pubilef9ad L 948.00 171'a rcl surfac WELCOME .......... 1 7,1 M, AVE a Z. g_ iMUMr 50,min 7-70 INVw 947 5'. 4; _N ? ...........­ REVIS 10M." N STO R'Ar-E 9 2E 93 ;PARCEL SIZE� SP T 6 PR OR* LAKE MINI" ' . W ELEVS, POND, IN- ION� -P �-7 -.1.'_"_,t-1'21 r PRIOR: LAKE,;� MINNES 67 mfnIM., OTA A SLOPE --c V", PONDL to/ IN]FILTRAT .7 �J w.-RR C I SILT� Et. ON 7 Z": 7Z 7-tU_/_Z 11!31 10 M BASIN' e 1:/19, FE 14C % 11 . 4� �y - _'t.:' �!� 11; , , . . . It !S ikx n I -T SIDE* SHOI 'MOVE" j�' n't gi 20 "'Z%, EAS M 41, t To MAINTAIN�EX[ ;.T R Re y(35WY�-. O.W t,; Or, Ft F, WE­,.TLAN M OV E.R FL Ft F, womin a Minnesolp L g.; ni 5 0 5 7 3344 9001 E Bloomington Free ngy� -31" 1p- gz� V, g� �Wvl r ON ilxi- of W. t�/4/`94-_`- ADD WET LAND&'PER,�,I:t. ­Q, T K_W41 _M AND'.`.:REVISE GRADI�L$, PLAN SHEET S AVOIV.-WE.TLAND IIAPACT e r TH 7ol 1171. FINISHED GRADE 4 1/2'OE H FILTER a4k QIFY�-,B ff P L"A N� 1b 10-1 w VATI .4g: i; r ::I 2 UR UR,TEc t A S E ggg t �.7�::t. Mg. v, F E E T- ".0 CALE 0 N SLT RUCT 104tt.'�E N, X-T.-EM F;.-,,.9P S IN T"Wt PH T -Y -G., SOft,' RAMSIE "t' �G -ANDi�ADJUST Is 7 jt;, z A