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5.c 3 Log House Landing design from MN DNR� �' /J; • • • \ 1' SNIDE x 3" DEEP CAST—IN—PLACE CONCRETE • i' . i • •� � �' `� { • • ANCHOR, TIE PLANKS INTO ANCHOR. • • • X! • • • • • 3 Ox 15' PRECAST CONCRETE PLAN �—� • i • ' , (SEE ATTACHED Dt` R ST DD DEL) • +9� • `s9 /0 3 ROCK SHOULDERS 5' • • • 1¢ 4 '• ��; i • •T 6g sg `i • % • CAST—IN—PLACE CONCRETE WITH* • • A� '� NO. 5 REBAR 12" O.C. EACH WAY. .� < !: , • • jr • • _ �1 x 12' PRECAST CONCRETE PAK R16 • _ .' ' • • • •(SEE ATTACHED DNR STANDARD DETAIL) • a `j 04, • 640'—D" • • • •' ST. C 0 I XI RIVER* •OHW 680.00 l • -Alk • ST.CROIX RIVER • SCALE IN FEET • 20 LOG HOUSE LANDING Washington County UR/L GHT— MINNESOTA DEPARTMENT OF NATRESOURCES sedal XX ft Near Scandia ane XX W Revisions SITE PLAN, • • 1 9 Date By U.t Survey:,XX iv07 Designed: TR 12im Rsq n=l- X - • _ Drawn: XX 12/07 Drawn: TR 12/16 #t##.##.#i#• Checked: XX 12/07 Checked: XX sme "a 'W'mer XXX Horz datum: NAD 83 ('96 ADA Vert datum: NAVD 88 rot a iew — Alignmer. — CARRE 71- • 1 dk %9 • - — On 680.0 • • 670.0 • • 1 • PROPOSED FINISH GRADE co N O +cli p • O • 700.0 t00 LU S S • Cl Fl p O . N O O • In � �I d _ :: d ndb�� w •I dk %9 • - — On 680.0 • • 670.0 • • 1 + 4 l/soo• 33 n EXISTING GRADE 710.0 690.0 � O . N L� � N % � c^O 9 _ : 680.0 W • \ I / • • - SCALE IN FEET • I 10 © COPYRIGHT- MINNESOTA DEPARTMENT OF NATURAL RESOURCES p Revisions ST.CROIX RIVER Date - By LOG HOUSE LANDING* Washington County Near Scandia CENTER LINE PROFILE Surve XX X4 Designed -.OR leis Drz+en: Y� XX XX Drawn: TR 21/16 Checked: XX xX Checked: XX xX Horz datum: MAD 83 ('96 ADJ) Vert datum: NAVD 88 2• Rcq. number X tt7t— r � number. xxx ##1#.##.## • PROPOSED FINISH GRADE p • o 0 N ' • + . N tD LJ O + 4 l/soo• 33 n EXISTING GRADE 710.0 690.0 � O . N L� � N % � c^O 9 _ : 680.0 W • \ I / • • - SCALE IN FEET • I 10 © COPYRIGHT- MINNESOTA DEPARTMENT OF NATURAL RESOURCES p Revisions ST.CROIX RIVER Date - By LOG HOUSE LANDING* Washington County Near Scandia CENTER LINE PROFILE Surve XX X4 Designed -.OR leis Drz+en: Y� XX XX Drawn: TR 21/16 Checked: XX xX Checked: XX xX Horz datum: MAD 83 ('96 ADJ) Vert datum: NAVD 88 2• Rcq. number X tt7t— r � number. xxx ##1#.##.## • 15' LONG PRECAST CONCRETE PLANK 6" 1012" !"8- 18" 41"w1 Bm" 18" 18" 9m B4w18" 18" • 1 0201 6" • W • U • I� •1• w 6 /5 AAR14-f!"I LONG N , - 1 - #5 REBAR 17' LONG 00 , w u co nl ,4 ft4r —[I— PLANK CONNECTTON `RAMP PLANK CONNECTION TYPICAL - SEE CONNECTION DETAILS OFFSET CONNECTIONS 1/2" ON THIS SIDE . NOTE: CONCRETE SHALL BE 4000 PSI* i 6' WIDE 15' LONG PRECAST CONCRETE PLANK - 7" THI K SCALE PLANK ACTUAL THICK N'd: S 735 ) TWD- 2-1/2. OR 3' DIAMETER WASHERS 3/4'x 2-1/2' HEX. HEAD BOLT 41 REBAR - 185' BEND, 1' INSIDE RA US REBAR EXTENDS THRU PLANK AND _ RETURNS INTO FLANK WITH 18' MI MBEDMENT A7s 4 '� • - ,8". MIN • • , I _ RETU� • I 3" 2" ` FILL VOID WITH CRUSHED ROCKOR POURED IN PLACE CONCRETE. 2 CONNECTION DETAIL #PLAN 4'IEW $ • • r SG1 •N • mmmmmmm� Alk 18" MIN. • n I • PLANKLILDIOT BE LIFTED SIR DRS. • USE WIDE STRAPS. TWO 3 ONNECTION DETAIL - SECTION VIE MINIMUM SPACED 14 C'• • NO SCAM THE LENGTH OF THE • PLANK FROM E6CH END. •' s3 01/2 - WIRE 1/2"WIRE TIE m m SLAB REN4FCRCING NOTE: CONSTRUCT GROOVING 60' FROM RAMP CENTERLINE SO THAT GROOVES DRAIN DOWNSTREAM OR N THE CVRECTION OF THE PREVAILING WAVE. REQUIRES TWO DIFFERENT PLANK GROOVE PAT�.+L-RNS.• _ . _ • - �4 DETAIL OF GRO VE SURFACE TEXTUR $ 1 NO SCALE • NOTE: GROOVES MAY GO IN OPPOSITE DIRECTION DEPENDING ON SPECIFIC SITE REQUIREMENTS. T�5 TYPICAPP K ROOVE PLACEMENT NO SCA,�� '*/-6-'\ BITUMINOUS END TREATMENT AT RAMP • 1 N_0 SCALE • • •• • FACILITIES & OPERATIONS SUPPCRT BUREAU I MINNESOTA DEPARTMENT OF NA'?JRAL I W. R.-A.W ReWed By April 05 — vb Large Concrete Plank — 40 Water Access Ramp. W • • • • • 6' WIDE x 1v LONG x 7.35 THICK CONCRETE PLANKS OVER 6" MNDOT TYPE CA -2 CRUSHED ROCK MNDOT TYPE IV GEOTEXTILE FABRIC kD 4" TYPICAL BETWEEN PLAN GROOVE CONCRETE PLANKS - TYPICAL ••�rf•� NOTE: GROOVES MAY GO IN OPPOSITE DIRECTION DEPENDING ON SPECIFIC SITE REQUIREMENTS. T�5 TYPICAPP K ROOVE PLACEMENT NO SCA,�� '*/-6-'\ BITUMINOUS END TREATMENT AT RAMP • 1 N_0 SCALE • • •• • FACILITIES & OPERATIONS SUPPCRT BUREAU I MINNESOTA DEPARTMENT OF NA'?JRAL I W. R.-A.W ReWed By April 05 — vb Large Concrete Plank — 40 Water Access Ramp. • 50' (VARIES) • IS BITUMINOUS OR N — •(A 50' RAM11-REQ ES 38 P S)e 0 _ AGGREGATE 20' - 30' _ 2' 7 SURFACE AS START VERTICA SPECIFIED CURVE AT FOUR AN LAN > SCALE 1' � IDE F t (� DOCK -' IUS, — EDGE QF.... • in `.� _ �`� 2" - 2-1/: THICKEN TO G� CEOT `TL �� •� WATERS EDGE CRUSHFD (3a LIFTS) AS ROCK S N . GR DE VERTI • �BEA5%ITWITHOUT ION LL I TURN Al THREE - CURVE 4 -VERTICAL CLIRVF PLANKS DOWN AND INTO TRANSITIlitMAx. s' 40 0 0 F30TTO . FOR RAMP 0% MIN, q , gq, APPROACH, ®000go 137. GRADE FOR =�— c 50' NOT TO A _ A' "" FXCEED 10%40 •�- GEOTEXTILE _'� , • SMN/DOT TYJ I ,4 " DE CONNFC 0 _A DFTAILCONNECTOR TOTES: • REINFORC D PRE C S CONCRETEPLAN S - 1"20 1 E AND THICK AP ROX. 750 POUNDS) FURNISHED BY THE DNR. ' CRUSHED ROCK, 2" 02-1/2" DIA. SHALL BE USED FOR THE RAMP BASE, SHOU PLANKS, AND, IN THE CASE OF A DOUBLE RAMP, THE AREA BETWEEN THE RAMPS 11 • BUREAU OF ENGINEERING MINNESOTA DEPARTMENT OF NATURAL RESOURCES BRACKE JAN 90 er Date CONSTRUCTION DETAIL! ' DesignUnit/Region Supr. (lolls) SITE DEVELOPMENT � 11a C I8 C 0 N C R E T E— 1 SITE Revision Date(s) ) BOA` 9RAMY" DEC ss s.e. SFPT 03 (S.B.) Digital ® Hardcopy 0 Shcot Ne.1 n I_ I File Np, r rn r- n n n'7r'\