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HomeMy WebLinkAbout007 C1.3 605 E Bryant - GRADING OHP� oHP' 'oHP PROPOSED DRAINAGE SWALE- EX EASEMENT P'o A' SEE.`/C2.4 � O 4728 3.0' REAR oNP SETBACK-4729 OHP 04 OHP OHP___ 4p HP ? E E - -- - - - - P- OHP P -O- HPOHP _ FG = 4731.84 --- - --r - FG = 47-30.60-� - FG = 4731.00 4731.0 / 4j FG = 4732.72 I,,.. FG = 4731.72 47310 0 -FG = 4732.00 "' _ ,.�^ 'PROPOSED RETENTION POND FG = 4732.70 - - ------ - - --- ii----- - -f POND BOTTOM = 4730.00' _-- II / TOP OF POND = 4731.50' _ FG - 4731,98 -5�u` �114729 G = 4731.55 � POND BOTTOM AREA = 488 SF STORAGE = 1,419 CF AT 1.5' DEPTHFG = 473273 `N' o PROPOSED 4-FT L•{;:.� 4732.0 o SEE 1&2/C2.4 PROPERTY / I BOUNDARY • WIDE SIDEWALK .r.}}• c \I CHASE. SEE 4/C2.4 - c` ti \ .p I / (TYP.) •:�'�`: ry EXCAVATE TO NATIVE GRAVELS. FILL m N 4j3 I TO POND BOTTOM WITH COBBLES. / EG 4732.75 6 �$ ', r•(MATCH EX. PAVEM ,'A��ry' � FINISHED FLOOR Q /ENT) •I CATCH CURB r� ELEV. = 4734.74' .0 PROPOSED 24.0' -3.89 }.,h I "'•' SH REDEMEN TESS r '1 EX. HOUSE ` o / EX. 15.0' UTILITY j. I ! }t \ EASEMENT :I• 4732.5 • fy9 FG = 4733.17 m i i'A�^�• FG = 4733.11 \ / ••t (MATCH EX. CONC) / 3.0 SIDE � TRANSITION TO FULL \ (MATCH EX CONC.) \ SETBACK •. G HEIGHT CATCH CURB �.• / \\ o \ / I FG = 4732.75 P ml FG = 473291 ~�0 4733 FG 4733.00 ' / II // EX. 20.0' UTILITY = / I ! PROPOSED 4.0' WIDE ••i PROPOSED / \ < EASEMENT CONC. VALLEY GUTTER. PED. RAMP. •i�.• ; • .. / I / SEE 5/C2.4 I SEE o, : ` �1:r+'•"'• / I sj� / I IMPORTANT NOTE: p I+ p ` a• p•' / I / I THE WEST BOUNDARY OF THE PROPOSED PARKING LOT TIES FG = 473289 = 94 4733 FG = 4732.92, FG 4732 I / INTO EXISTING ASPHALT AS NOTED WITH THE SAW-CUT. IT I - - WILL BE CRITICAL TO VERIFY GRADE PRIOR TO PLACING THE FG = 4732.21 NEW ASPHALT SECTION. VERIFY THAT CONTINUOUS GRADE TO THE NORTH CAN BE MAINTAINED WITH NO LOW OR HIGH F�JFG - -s.s� x9k^�. A 4733.5 \ 1 / POINTS. NOTIFY OR COORDINATE WITH ENGINEER FOR THIS FG = 4732.91 .•FG 4733.06 + / ° 60.0' FLOODPLAIN I FG = 4733.75 32WORK AND FINAL GRADING. 1 "• EASEMENT FG =�4733.52 2 NO FILL WITHIN 60-FT FLOODPLAIN- 4732.84 G 4733.75 FG = 4733.75 \ qG3PER MAP BOOK J-42 FG = 4733.50�$73EASEMENT & WATERCOURSE SETBACK.: FG = 4733.75 �� 2:5 PROPOSED POND GRADING IS IN CUT FG = 4733.56 •i.,•. FG = 4733.75 4733.p TRANSITION SPILL FULL l2.0%' FG = 4733.75 - FOR ALL AREAS WITHIN FLOODPLAIN FG = 4733.75 EASEMENT & WATERCOURSE SETBACK. - 35.0' WATERCOURSE SETBACK HEIGHT SPILL CURB • I \ (MEASURED FROM OP OF BANK) PROPOSED •-75%' +•'.r�`'ff FG 4733.69 PED. RAMP FG 4733.56 ..j \ FG 4732.29 •;I• I ^� \ ° PROPOSED BUILDING � \ APPROX. FLOOD WAY - - �n o •" h (UNIT 2) a^ \ \ \ BOUNDARY PER 2021 n F.F. 4733.75' \ \ \ \ FIS SHAPEFILES -5.59 FG = 4733.69 \ \ APPROX. FLOODIFLAIN I wi '•,; FG = 4733.75 ••:f \FG 473350 BOUNDARY PER 2021 • I I � •L \\ FIS SHAPEFILES TRANSITION TO DROP SPILL CURB FG = 4733.75 \ \ __4733 h>�° i'• ••'. \� \ r, \\\\ -I��4. -�• •'�•�•� .• -?O \ �iP \ EFFECTIVE FLOOD TRANSITION TO FULL HEIGHT vS�P�ILL CURB -4.4T •,•,r.1. •-1.0� \ \ \ \ PROFILE BASELINE PER Y f.�,�. ••::'•'••••, \ \ \\ \\ 2021 FIS SHAPEFILES TRANSITION TO DROP SPILL CURB FG 4733.52 PROPOSED BUILDING FG = 4733.75 FG =\4733.70 \ UNIT 1 ----- SAW-CUT AND MATCH GRADE OF EX. PAVEMENT ON A j FG•_•4733.65� _ •3 F.F(= 4733.75' .t• \ \\ \ - LOT 8. EXTENT OF EX. PAVEMENT TO BE REMOVED & f ^ '•d/�" } D FG = 4733.75 \ \ REPLACED IS SHOWN WITH STRIPED HATCH. COORDINATE 5q I �� f`" ">- FG = 4733.75 WORK WITH NEIGHBORING PROPERTY OWNER. �' FG = 4732.94 FG = 4733.75 • FG = 4733.75 "� • \ \ 1* ,C'TCH CURB F ;FG 4733.65 :FG = 47 53.75 FG = 4733.75 0 FIG = 47\\.75 \ \\ FG = 4733.46 FG 4733.69 i..: _ _ \\ -- - \\ 4731 -- - .y \ FG = 4733..56 \ A^ ' PROPOSED FG - 4733.71 \ -�\ \ - RED. RAMP 'f' '• FG = 4733.71 \\ \ \ _ II S• 10.0' FRONT \ \ (MATCH EX. PAVEMENT)I / �\ ••m' i � .,.J, SETBACK 4733.5 A,Ig"S5 \\ EX. 10.0' UTILITY \ \ EASEMENT / I 4�33 i'. FG--= 4733.55' FG = 4733.25 FG = 4733.25 ';y•. \ \ \ FG 4733.18 .. •�'..f .'..t .•r}:• ":•�! •¢�' %t••} f.•::• :,?. a r \ \ :f• ny FG 4733.46 \ .•• - / �: •: FG = 4733.34 FG = 4733.15 \ \ ? \ FG = 4733.15 \ \ - .4733.6 •' a• \ I \ 4733 p \ p EG a 4733.43 EG -, 4733.33 \ (MATCH EX. TBC.) EG N 4732.86 (MATCH EX.-TBC.) BRYANT STREET s s s s s s s s s s s s s s s NO. REVISIONS DRAWN BY DATE 0 10 20 30 ONTwN"... PROJECT #: 22-074 SHEET 1 SITE REVISIONS PER C1.2. RSR 8 30 2023 j* .. RANIERI SITE PLAN 32 DISCOVERY DRIVE DATE: 06/28/2023 ��°� 2 SITE REVISIONS PER C1.2. RSR 0 13 2023 [ 'I,5carT BOZEMAN,MT59716 Civil Engineering SCALE (FEET) R01 GRADING PLAN PHONE(406)582-0221 Geotechnical Engineering ALLIED FAX(406 582-5770 ions/eon ; ' ) Land Surveying EN6�NEER►N(i PROJECT ENGINEER: RSR DRAWN BY: MCG � SEo,•!: -alliedengineering.com .. � 605 lE]�RYANT STREET,BOZ]EM[AN M ONTANA � ,y RANdERd SITE PLAN DESIGNED BY: MCG REVIEWED BY: RSR ...!OHA�E 9 :ea,°i°``� GRADING PLAN