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PER PLAN]� <br /> NEW 4" BITUMINOUS PAVEMENT <br /> (� o �rn <br /> PLACED IN 2 EQUAL LIFTS BACKFILL PER PLAN 8" 12" <br /> Q 00 <br /> LO <br /> 6" a 6"0 SCH. 40 CONCRETE FILLED a 0) Z <br /> STEEL BOLLARD WITH NEW!" ( Q <br /> SLOPE NEW BITUMINOUS a THICK BOLLARD COVER (IDEAL O '� o Y <br /> 3r4' PER FT. PAVEMENT SHIELD), COLOR TO BE COORD. G� N <br /> QQQQQO� O W/ARCH./OWNER o 6, o <br /> O�o�ooO�o�ooO�o�ooO�o�ooO�o�ooO�o�ooO�o�ooO�o�ooO�o� �� L, = I=III=1 I a ° .: SIGN L �, U <br /> 0 0 0 0 0 0 0 0 0 NEW 8" BASE r .- m 00 <br /> AGGREGATE I I I I I ��, e a d°.°.. .a a o0o C�oOo C�oOo O (PER PLAN) CONCRETE FOOTING r ,t o <br /> III=1 1=III=1 1=III=1 1=III=1 1=III=1 1=III=1 I=1 I—III=1 I o 0 o w J w cLn <br /> III=1 I I=III=1 I I=III=1 I =III=1 I =III=1 I =III=1 I =III =III- III=1 I Q o00 00 000 00 000 0o Q 2.5 LB./FT. FLANGED CHANNEL SIGN POST N <br /> 1 I I1 I1 I I1 I1 I I1 I1 I I1 I1 I I1 I1 I l i i l l 11 o0 0 00 0 0 <br /> o �o �o o �o o �o o �o A oo �o 0 0 � a : .: o OOf (MNDOT 3401) `"I I I III I I IIII I I I I I I III 1 1= eg � �� � � �o ��o o NEW BASE oop oo a , 000p LJ <br /> III= p�OQ �OQ o�OQ o�OQ o�OQ o�OQ o�OQ o�OQ AGGREGATE 00 0 0 00��o c <br /> _ j° •e ° <br /> APPROVED SUBGRADE SOIL <br /> III=III=III=' _I=III=III=III=III=III=III=III=1II _I=1 1 ° I=III= <br /> —III IIII -IIIIIIIIIIIIIIII I IIIIII—III a -I .III • . ' .° I I I—III U o <br /> I—I <br /> LIGHT-DUTY BITUMINOUS APPROVED SUBGRADE SOILo <br /> =III III °. III—III <br /> PAVEMENT SECTION 6 1=111 : 11=III= J w <br /> csoo `� =1II III ': tr III=III .. ~ o <br /> NOT TO SCALE NOTE: TIP OUT GUTTER WHEN NEEDED TO ENSURE POSITIVE DRAINAGE. LO <br /> LO <br /> �, B612 CONCRETE <br /> NEW X BITUMINOUS PAVEMENT <br /> PLACED IN 3 EQUAL LIFTS 5 CURB & GUTTER DETAIL18"0- <br /> W J <br /> m <br /> NOT TO SCALE 1��50 \�%i�%i�% %i�%i�%i�%i�% %i�%i�%i�%i�%i�%i�%i�%/ G W w <br /> BA KFILL PER PLAN Z Q LIJ Q <br /> O���O���O��g0��80��80��80��g06P,31189 0 � 12" 12" M 9 BOLLARD DETAIL O (n ( � _J <br /> 000Q000Q000Q000Q000Q000Q000Q000Qoo o — Q J J <br /> Q�ooO�Q�ooO�Q�ooO�Q�ooO�Q�ooO�Q�ooO�Q�ooO�Q�ooO�Q�oo Q� SLOPE NEW BITUMINOUS C6OO NOT TO SCALE � <br /> 0 0 0 0 0 0 0 0 0 NEW 8" BASE 3�q' PER FT. PAVEMENT r , U) <br /> AGGREGATE III I I=III= ° d v z <br /> —III III—III D ti <br /> III—III—III—III—III—III—III—III—III—III—III—III—I A d _ Q <br /> III—I I—III <br /> III=III=III=III=III=III=III=III=III=III=III=III=III d ° o0 0 00 0 <br /> III=III=III=III=III=III=III=III=III=III=III-III=I I—I i I- —ITI Q�go��go <br /> NOTES: <br /> III=III=III=III=III=III=III=III—III=III=III=III=III �O p �O p �O p �O p �O p �O p �O p �O p 1. ALL SIGNS TO BE INSTALLED IN ACCORDANCE WITH MMUTCD AND MNDOT CURRENT STANDARD SIGNS MANUAL. vJ <br /> APPROVED SUBGRADE SOIL 2. SEE PROJECT MANUAL FOR SIGN TYPES AND SPECIFICATION. Z <br /> =III- �oQQ� oQQo�oQQo�oQQo�oQQo�oQQo�oQQo�oQ N 3. ALL SIGNS SHALL BE REVIEWED AND APPROVED BY OWNER/ENGINEER PRIOR TO CONSTRUCTION. O <br /> 7 4. SIGN POSTS TO BE 6" BEHIND THE BACK OF CURB, UNLESS OTHERWISE DIRECTED. <br /> _ _ _ _ _ _ _ U <br /> =III III=III III=III=III=III=III=III=III=III=1 I I� 5. SHARE POST WHERE APPLICABLE. <br /> HEAVY-DUTY BITUMINOUS III=III III= I=III=III=III=III=III=I =III III=III- NEW BASE 6. SIGNS WITHIN CONCRETE SIDEWALKS SHALL BE SURFACE MOUNTED WITH APPROVED BREAK-AWAY DEVICES. <br /> — AGGREGATE <br /> 2 PAVEMENT SECTION 6„ APPROVED SUBGRADE SOIL PARKING SIGN AS PER P PLANS NEW TREE O <br /> C600 NOT TO SCALE s AND POST DETAILLL <br /> NOTES: <br /> NOTE: TIP OUT GUTTER WHEN NEEDED TO ENSURE POSITIVE DRAINAGE. C600 NOT TO SCALE � U 7 00 <br /> 3" LAYER OF SHREDDED PROVIDE AND INSTALL PLANT MATERIALS THAT O L 0 <br /> NEW 4" PORTLAND CEMENT CONCRETE SURMOUNTABLE CURB - �� - �� HARDWOOD BARK MULCH MEET SPECIFICATIONS AND ARE OF THE SIZE 7 LU Lo <br /> (AFTER SETTLEMENT) TYPE, AND SPECIES GIVEN. I > � <br /> L . . .. PLACE TO FORM � > � z <br /> 6 & GUTTER DETAIL SAUCER-4' DIAM REMOVE DEAD OR DAMAGED BRANCHES. RETAIN J <br /> d ° ° C600 THE NATURAL FORM OF THE TREE OR SHRUB. <br /> d.. ° d 4 NOT TO SCALE _ <br /> - Q O O <br /> C000� C000� C000� C000� C000� C000� C000� C000� Co O� C - _ — FINISH GRADE DO NOT CUT THE LEADER. 0 <br /> � � Q <br /> NEW 6" BASE LANDING I I zo BALL Z III PLACE WEED BARRIER. DIG PLANT HOLES 12" MIN. — ^ <br /> sZ VAR. _ LARGER THAN BALL, ALL SIDES. BACK FILL WITH L.L <br /> AGGREGATE 2% MAX SLOPE IN -III ��' I—III- <br /> - ANY DIRECTION I—III — _ III= PLANTING SOIL. SCARIFY BOTTOM OF PLANTING <br /> =III—III=III=III—III—III=III=III—III—III=III—III—I HOLE. REFER TO SPECIFICATIONS FOR 00 <br /> III=III=III=III=III=III=III=III=III=III=III=III=III �Q��1 -III—I I�, II II I II II I II I� PLANTING SOIL, ADDITIONAL INFORMATION. <br /> III—III—I I—III—III—III—III—III—III—I I M I I I—III—I Q��� SEE SPEC. Cn <br /> I= I I=I I I=III=III=III=III=III=III= =III=III=III / ALL TREES ARE TO BE AT LEAST 2.5 IN DIAMETER <br /> AT 1 FOOT OFF THE GROUND AT TIME OF <br /> // / REMOVE TOP 1/2 OF BURLAP PLANTING, UNLESS SPECIFIED OTHERWISE. ~ <br /> APPROVED SUBGRADE SOIL / // AND WIRE CAGE FROM ROOT BALL a <br /> o�P+ �o TYPICAL TREE PLANTING DETAIL <br /> U <br /> LIGHT-DUTY CONCRETE / // ti;� c600 V I hereby certify that this plan, <br /> PAVEMENT DETAIL / 2 \ NOT TO SCALE N specifications or report was prepared <br /> 3 / 2% MAX SLOPE IN <br /> C600 AFR / ANY DIRECTION O and by e or <br /> rl under <br /> a m direct <br /> supervision <br /> NOT TO SCALE �4, A) LANDING FOLD BURLAP FROM TOP OF N Y <br /> ti/�i��N \ 2% MAX SLOPE IN ROOT BALL DOWN INTO GROUND; PREPARE SOIL IN THE ENTIRE BED Professional Engineer under the laws <br /> ANY DIRECTION SET TOP OF BALL SLIGHTLY of the state of Minnesota. <br /> AIR \ ABOVE FINISH GRADE <br /> A <br /> 4" DEEP MULCH (DO NOT O <br /> 'rJ PUT MULCH AGAINST <br /> NEW 6" PORTLAND CEMENT CONCRETE THE BASE OF THE PLANT) CONTAINER-GROWN PLANT Bryan D. Miller, P.E. <br /> �.�2 OVER APPROVED WITH ROOTS PULLED OUT OF BALL - Date: xx.xx.2024 Lic. No.: 54950 <br /> LANDSCAPE FABRIC. COMPLETLY REMOVE CONTAINER. <br /> .4. <br /> ° a <br /> P / _ <br /> d <br /> d ° d A4q 0,1 /' 12" TO 18" (FOR = — = =� Rev. Date Description <br /> Mi ti 1=III=III = — - p <br /> D O D O D O D O D O D O D O D O D O �J �P LARGER SHRUB - _ _ — _ = BEFORE PLANTING, ADD 3" TO 4" <br /> p op op op op op op op op op / Q �� -III—III—II :; ::.::.. - ` III—III—II. <br /> ROOT BALLS, i =III=I I :' I I=III=III= OF WELL COMPOSTED LEAVES AND <br /> e <br /> ' RECYCLED YARD WASTE TO BED <br /> NEW 6" BASE / MAKE DEPTH I =III=III I I=III=III— P 6 OF <br /> / MINA DEEPER =III=III=1 III= =III <br /> AND TILL INTO TO <br /> AGGREGATE A� / THAN BALL) I =I ;.`'.:I I=I I I I I PREPARED SOIL <br /> I- <br /> =1 I I=I I- <br /> -11 <br /> I—III—III—III—III—III—III—III—III—III—III—III—III MggN <br /> _ _ _ <br /> III=IIIIII=IIIIII=IIIIII=IIIIII=III=I I —I I I—I <br /> SCARIFY ALL FACES AND BOTTOM OF <br /> III=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I1 1 I I=1 I I=I I I A EXCAVATED HOLE 8" TO 12" Project#: 12246027.000 <br /> BALLED AND BURLAPPED PLANT REFER ALSO TO Drawn By: NJN <br /> APPROVED SUBGRADE SOIL il!� PREPARED SOIL FOR SHRUBS SPECIFICATIONS FOLD BACK BURLAP AND REMOVE ALL Checked By: BDM <br /> TIES &WIRES FROM TOP 1/2 OF ROOT BALL. Issue Date: xx.xx.2024 <br /> PARALLEL NOTES <br /> HEAVY-DUTY CONCRETE 1. FOR CONTAINER-GROWN SHRUBS, USE FINGERS OR SMALL 3. IF PLANTS ARE TO BE PRUNED, BRANCHES SHALL BE Sheet Title: <br /> ACCESSIBLE RAMP DETAIL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER PRUNED AT THE BRANCH BARK RIDGE, NOT FLUSH WITH THE <br /> PAVEMENT DETAIL 7 OF POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS THAT BARK. <br /> 4 C600 NOT TO SCALE CIRCLE THE PERIMETER OF THE CONTAINER. DETAILS <br /> C600 NOT TO SCALE <br /> 2. INCORPORATE COMMERCIALLY PREPARED MYCORRHIZA 4. ALL SHRUBS MUST BE AT LEAST 18" TALL WHEN PLANTED, <br /> SPORES IN THE SOIL IMMEDIATELY AROUND THE ROOT BALL EXCEPT FOR CERTAIN LOW, CREEPING SHRUBS. <br /> AT RATES SPECIFIED BY THE MANUFACTURER. Sheet: <br /> MUCLH BED AND 600 <br /> 11 SHRUB PLANTING DETAIL <br /> P:\Projects\Projects-2024\12246027- Hugo West Apartments\2. Design\b. Drawing Fi1es\12246027-C600- Details.dwg C600 NOT TO SCALE <br />