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1 t 2 t 3 t 4 t 5 t 6 t 7 t 8 ` r NEW 3" BITUMINOUS PAVEMENT 12 WB L PLACED IN 2 LIFTS TRANSPORTATION 1 FACILITY 4' (MIN) /2" RADIUS OoOoQOoOoQOoOoQOoOoQOoOoQOoOoQOoOoQOoOoQOoPIC,2% MAX TYP. 00 13411 Fenway Blvd N /� v• 6" POR TLANDCRETE Hugo, MN 55038 NEW 8" BASE = AGGREGATE D D =1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 �� D ° a° #4 BARS @NOSING A III11 I I11 I I11 I I11 I I11 I I11 I I SIGN IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 6" o o w (PER PLAN) / / \ III=1 =1 I I=1 =1 I I=1 =1 I I=1 =1 I I ;III ;III III ;III NEW 6" Q P+ INDEPENDENT SCHOOL BASE AGGREGATE � / �°� \ N, DISTRICT #624 APPROVED SUBGRADE SOIL %z" EXPANSION JOINT 2.5 LB./FT. FLANGED / / , W/ SEALANT (D 4855 Bloom Avenue CHANNEL SIGN POST LIGHT -DUTY BITUMINOUS Y (MNDOT3401) // �� White Bear Lake, MN 55110 PAVEMENT SECTION 7 CONCRETE STEP SECTION a_ �P+ C�00 NOT TO SCALE C600 NOT TO SCALE 0'1° \ MN �� NEW 6" BITUMINOUS PAVEMENT 6 PLACED IN 2 LIFTS if 7.•48 � \\/ 0 0 0 0 0 0 0 0 0 12" 12„ \i�%\\/%\/%\ \/%\/%\/%\/%\ OOOQOOOQOOOQOOOQOOOQOOOQOOOQOOOQOO O SLOPE 3/4" PER FT. NEW 10" BASE d - ° ° d d a d ° AGGREGATE N °'� d ° d ° ° ° 6 I� III IIIIIIIIIIIIIIIIIIIIIIII III —I —I I —I —I I —I —I I —I I —III —III —III —III —III o o a o o a o #4 REBAR @ 9" O.C. B 0 Q OOp OOQ OOQ OOp 000 0 —III—III—III—III—III—III—III—III—III—III—III—III—I o 0 0 0 0 0 0 0 0 0 0 0 III 1 1 I I 1 1 I I 1 1 I I 1 I I FF_ — I 1=1 1=1 I I — —_ —_— _ NEW 6" BASE WOLD ARCHITECTS III 11=1 11=1 1=1 11=1 1=1 11=1 1=111=� I AGGREGATE AND ENGINEERS NOTES: SIGN POSTS TO BE 18" BEHIND THE BACK OF APPROVED SUBGRADE SOIL 3" APPROVED SUBGRADE SOIL CURB, UNLESS OTHERWISE DIRECTED. 332 Minnesota Street, Suite W2000 Saint Paul, MN 55101 HEAVY-DUTY BITUMINOUS PARKING ACCESSIBLE 2 PAVEMENT SECTION g CONCRETE VALLEY GUTTER 9 SIGN AND POST DETAIL 10 CURB RAMP DETAIL woldae.com 1 651 227 7773 C6OO NOT TO SCALE C6OO NOT TO SCALE C6OO NOT TO SCALE C6OO NOT TO SCALE _ NEW 6" PORTLAND CEMENT CONCRETE Larson d ° a ° d° d° d° d d Engineering, Inc. ° d d ° d d ° O ° d ° d ° d ■ 3524 Labore Road 00 00 00 00 00 00 00 00 00 �� White Bear Lake MN 55110 I R0N WORLD 651.481.9120 (f) 651.481.9201 �Oop�00Q�00Q�0op�00Q�00Q�0op�00Q�00Q �� www.larsonengr.com NEW 6 BASE 9390 Davis Aye III I III I III I I I AGGREGATE Howard Comity, MD 20723 III III III III III III III III III III III III I _ INTERLOCKING BOARDS SECTION DETAIL Phone 301-776-7449 Toll Free 866-310-2747 III=1 =1 I I=1 =1 I I=1 =1 I I=1 =1 I I=1 =1 I I=1 =1 I I Fax: 301-776-7449 wwwjroDworldfencinb.com © 2020 Larson Engineering, Inc. All rights reserved. III 1 I III 11 I— I 1=111 111=111=III 1 I III 111 1 INTERLOCKING BIa►��as s�c,rlON DETAIL IRON WORLD NOMINAL CEFITER TO CENTER III1 IIII1 IIII1 IIII1 IIII1 III ;III11 I F 1318" X I IfP" FAtrI~ TO FACE C U-CHANNEL RAIL ----- ----- --0-?----0--4-4- -°-�-a--- -o- -�-�_°-3_4_0_°9_4_P°_-__�_ -_9_9__- �_9__"__�__-__�__? -� ---4---°--4--- -4-H----------------------------------------- APPROVED SUBGRADE SOIL RAIL BRACKET ------- - - --- ---'- LIGHT-DUTY CONCRETE FACE TO FACE - 3 CONSTRUCTION DETAIL ¢, GALVANIZED STEEL L C600 INTERLOCKING BOARDS• — NOT TO SCALE OVERHANG SO, POST "C` � %4" SAWED JOINTS FILLED 8-0 WITH POST TOP �= IRCRAFi'CA13LE INDUSTRIAL DRIVE WITH ELASTOMERIC NOM HEIGHT (,A) RIVEt a, JOINT SEALANT �m � N NEW 8" PORTLAND CEMENT CONCRETE Sri 1-CHA 1 EL � �� i7-CHANNEL RAIL .Ln �� - � 6' GALVANIZED STEEL 0 d° d ° d ° ° ° d INTERLOCKING BOARDS N d ° d e ° ° d --(3} DRAIN (�O °d d ° v ° d d ° d ° 8� 1}" d HOLES IN �" o ° d ° ° d ° - BOTTOM RAIL SQUAREPOST"C" d ° ° d a ° d d ° INDUSTRLAL DRIVE d ° d 13 NOM SECTION LENGTH � I RIVET r� DO DO DO DO DO DO DO DO DO C 'POST 512E ____ GAUGE #4 R E BAR @ 18" O.C. 6' oUO�C )oUO�C )oUO�UoUC�C )oUO�C )oUO�C )oUC�VoUO�UoUO�C )o E POST LENGTH �oOQO00QO0OQ000pO0OQO00QO0OQO00Q00 O BOTH DIRECTIONS >= ____ 'FACE 7o FACE OF POSTS FENCE SECTION! SPECIFICATIONS Non,l{sight{A) B 1'NomeSectionLength .° NEW 6" BASE NOTES: C-_ POStSize; Gauge —I—I I-1—I 1-1—I 1-11—I 1-11—I 1-11—III—I b_picket Size: Gauge AGGREGATE E"PastLcngth III —I —I I —I —I I —I —I I —I I —III —III —III —III —III F '. Face to Length of Posts f I. SPECIFICATIONS SHOWN CAN BE CHANGED ONLY BY THE MANUFACTURER_ CU III III III III III III III III III III III III I 2. FOOTING WIDTH TO BE (4) x POST WIDTH. SpeciticaWnsshown can bechanged only E D 111III111III111IIII I IIIIIIIIIIIIIIII1 I I h• I e manufacturer. Purl witdth to be (4)X Past Width CO*TRACTOR (n 5UBMITTE❑ B.Y: SUBMITTED TO. PRIVACY FENCIE o APPROVED SUBGRADE SOIL 8' SECT1 DNS IRONWORLD FENICING_COM Privacy Panel Double Track Slide Gate a� to ARCHITECT _ OpeninglU' to 30' N HEAVY-DUTY CONCRETE ENGINEER LW G NG rn IWF OOOD °w`y N ^ CONSTRUCTION DETAILrWF 0 `�F N C600 NOT TO SCALE ii L 11 8' PRIVACY FENCE 12 TRACK SLIDE PRIVACY GATE 2 BACKFILL WITH NEW TOPSOIL, SEE LANDSCAPE REQUIREMENTS. C600 NOT TO SCALE C600 NOT TO SCALE a� 12" 12" U_ SLOPE NEW BITUMINOUS _ PAVEMENT 0 3/4' PER FT. 111 11—III I hereby certify that this plan, specifications or report in I —III III —III ° ° ° ° was prepared by me or under my direct supervision 0 111— —111 ° d ° d r` - and that I am a duly licensed Professional Engineer 0 0 I-'_ under the laws of the state of Minnesota. T I=III I1 d a m d 8go��go�8 N 7�:- INTERLOCKING BOARDS SECTION DETAIL4 feet wide co11 JRD W RL Greg A. Buchal, P.E. 80�0�0�0�0�0�L11 Q� Q��Q��Q��Q��Q��Q��Q 1 1!2"T T Date: 08.14.20 Lic. No.: 23793 z O Q O Imo O Imo O Imo O Imo O Imo1^1 O Qo O Qo NEW BASE =1 III=1 III=1=1 I I=1=1 I I=1=1 I I=1=1 I I=1 AGGREGATE TOP VIEW 0 E IIII IIIIIIIIIIIIIIIIIIIIIIIIIII—III SQUARE POST HIMBE 2"UPRt1GHT Description Revisions Num 1 310' x 1 1/E" Addendum 1 August 26, 2020 1 Co uutHANNEL RAIL - 17.14 - 27.25 17.14 Addendum 2 September 1, 2020 2 6 APPROVED SUBGRADE SOIL-xll'sutaaRE Pas? - - 24.05 16.27 City Comments September 30, 2020 3 16.27 c:I NOTE: TIP OUT GUTTER AS NEEDED TO ENSURE POSITIVE DRAINAGE. Fu! CRT" m LATCH WITH SURMOUNTABLE CURB STRAP _ & GUTTER DETAIL INDUSTRIAL RIVET I STRAP Nr5RIVET — 97 C600 NOT TO SCALE _ — 6" oMi o �O o M M U 7"� a Comm: 12196171 Date: 08.14.2020 o _ �—� BACKFILL WITH NEW TOPSOIL, 8" 12" I r` SEE LANDSCAPE REQUIREMENTS. - - 6" 10, B T ' FACE TO FACE OF POSTS + (q 1 I 1.54 Drawn: MTH � � � I I � (o I cfl C —__ ' POST 512E __ GAUGE I I I `� Check: GAB North 11= I 1=111—I a SLOPE NEW BITUMINOUS D " POST LENGTH Li L : } NOM HEIGHT (A} III 111 3/4" PER FT. PAVEMENT L i — i 1.54 1.62 1.62 GATE SPECIFICATIONS MWWE � LEFT VIEW FRONT VIEW RIGHT VIEW DETAILS in ° ri = d d , ° NOTES; � d �--� ° d d d°d Q °00 °�°00 °�°00 ° ti I_ SPECIFICATIONS SHOWN CAN BE CHANGED ONLY BY THE MANUFACTURER. $. _ O, III— 11—III d d ° Q Q Q 2. FDOTING WIDTH TO BE (4) x POST WIDTH. II=III III11 Q o00 000 000 ° M A8969_89'A ooQo°oQo°oQGWRACTOR (SL595) AC HEAVY-DUTY INDISTRIAL 04°=1 ��o��o a SUBMnTED8Y: SIlt3MtTTEDTU PRIVACY SERIES -SINGLE SWING GATE SLIDE GATE OPERATOR (oFIRON ORL❑ FENCING,COM QOo QOoQoo QOoo QOooQ � 300 WINDSOR DR D O O D O � O n O � O D O D O ar:cHlT cr Lift Master. NEW BASE ® OAK BROOK, IL 60523 JOBIPRO,fECT []Nyl(' N0. LIFTMASTER (CHAMBERLAIN GROUP, INC.) FAX: N6306506470g516 III —III —I I I —III —III —III —III —III —III —III —III AGGREGATE ENGINEER I WF 1000 ENGINEERED SERVICES —III III —I —III—III—III—III—III—III—III—III—III DRW. BY: B. MOFFETT REVISION: SHEET NO: _- BOTTOM VIEW DATE: 07/15/2019 SCALE: NTS 6� CAD FISL595 HEAVY-DUTY SLIDE GATE OPERATO L EXISTING SUBGRADE SOIL I—J, NOTE: TIP OUT GUTTER AS NEEDED TO ENSURE POSITIVE DRAINAGE. 3 4 " SINGLE SWING PRIVACY GATE 14 GATE OPERATOR B612 CONCRETE C6OO NOT TO SCALE C6OO NOT TO SCALE 6 CURB & GUTTER DETAIL 6 C600 NOT TO SCALE