HomeMy WebLinkAboutCC - Grading Plan0
w
m
0
ct
U
9
c�NSF�
60 �
— — — / 16970
I / ABBREVIATIONS N 6-2-22
CL CENTERLINE O� �TFOF �P PAP
EX EXISTING GROUND NNE M. G�
FFE FINISHED FLOOR ELEVATION
FG FINISHED GRADE
FL FLOW LINE
_ GRVL EDGE OF GRAVEL ,^
/ / HP HIGH POINT 0 25 50 100 150 uJ
3"S O E BINGLEY DRIVE _ _ / / INV INVERT
ME MATCH EXISTING
- - � � / � RIM RIM ELEVATION J
/ \ TRC TOP BACK OF ROLLED CURB SCALE: 1" = 50W E
TVC TOP BACK OF VERTICAL CURB O o
TOA TOP OF ASPHALT >�
TOC TOP OF CONCRETE TOIy 378• 3g ^ c ' 2T 55 j�0 c 2758 �� c 'iP� c- 207 s ��� / ��� / / / ^/ X Q .� v
oo
2765 - - y0 S 0 / •� a /
16 r� ti� / 1p,c GRADING NOTES ED Lu
i Tp 1sJ� 6L c s9 13 12 \ \ o• a61
�� �/ �• �y9 ��• l4 J 10 c / 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY EROSION AND SEDIMENT CONTROL AND EPA NPDES PERMITS PRIOR a m E `✓ 2759 9 2> o- a TO STARTING WORK.
0 G \ e.o
15
O
G G G \ 8 a�o 2. CLEARING AND GRUBBING SHALL CONFORM TO ISPWC SECTION 201 AND THE RECOMMENDATIONS OF THE o�
PROJECT GEOTECHNICAL REPORT.
II /t As• ^y99 O Os• FG ^'0h ^'9a �y�6 y°�0 FG G 7- — BLOCK
3. EXCAVATION AND EMBANKMENT SHALL CONFORM TO ISPWC SECTION 202 WITH CLASS B COMPACTION AND I _
yp0 " ry�6 g� V
a FOLLOW THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT.
6
6o F
18 �6� 2j s ry — `L\ o6ry 2>S 2j O• a6 4. NO GRADING
IS PERMITTEDON ADJACENT PROPERTY. MATCH INTO EXISTING GRADE 2' FROM PROPERTY
67 /\ate BOUNDARY.NO DRAINAGE SHALL BE ALLOWED TO PASS FROM THE PROJECT SITE ONTO ADJACENT PROPERTY.
�G a a \ 1`�� FV 4 62/ j .� 5. ANY UNCONTROLLED FILL ENCOUNTERED BENEATH PROPOSED BUILDING PADS AND DRIVE AISLES SHALL BE w
BLOCK 2 / ® : a ry // EXCAVATED TO SUFFICIENT DEPTHS TO EXPOSE COMPETENT NATIVE SOILS, REPLACED, AND RECOMPACTED.
�®®
T2>sS �G K .�2jE I 4 •� cA7`. c °a. O 'qO -� a \/a, B. PRIOR TO PLACEMENT OF ANY GENERAL FILL, THE SITE SUBGRADE SHALL BE PREPPED IN ACCORDANCE WITH
O k O O o c b� �� 6 / yA o p / ) THE GEOTECHNICAL REPORT. THE PREPPED SUBGRADE SHALL BE OBSERVED AND APPROVED BY THE PROJECT
_ 9> ry\ 90•' 275g BLOCK 4 2>s0 / �• �_ I \ FCFOq�y ry�6� /Fc�k N /�/.'/9 GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF FILL MATERIALS.
\ 1 2 3 4 / URST �6 /� / I 16� 9. FILL PLACED TO DEVELOP BUILDING PADS SHALL MEET THE REQUIREMENTS FOR GENERAL FILL. GENERAL FILL a
/ 1 Q
a
R > � - 7 F Z
�> F �O 2760, �> 5 � �F. ry o ,�' - / FG s USED FOR SITE GRADING MAY BE OBTAINED FROM ON -SITE EXCAVATIONS OR APPROVED BORROW SOURCES.
/ TO sb') ry9 Vic, G� C� . G C� i �� �' /' Q '�� k6� GENERAL FILL MATERIAL SHALL HAVE A MAXIMUM PARTICLE SIZE LESS THAN 6 INCHES AND SHALL BE FREE OF a 6�• 0
\ ry�0 by 1 � k 6 � • / 6�. ,' � �\ �� / I OS 2� y� EXCESS MOISTURE, ORGANIC MATTER AND DEBRIS. REFER TO THE GEOTECHNICAL REPORT FOR ADDITIONAL �
275 ^ya �yo— 2760 REQUIREMENTS. z o
2) \ G 2 10. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL CONSIST OF REMOVING THE TOPSOIL L CD
¢O Tp aj i k 21 T� s2 I ?> T 1g ` ^60 1 04 HUMUS. STRIPPED MATERIALS SHALL BE PLACED OR STOCKPILED BY THE CONTRACTOR ON THE SITE AS SHOWN
ry sA bko �O 67>g G ry10 \ ry \\ / ON THE PLANS AND PER INSTRUCTION BY THE OWNER/DEVELOPER, OR HAULED OFF SITE TO AN APPROVED N
U I ry1 15 FV 0 91 / \ ® FG LOCATION. o
FG 0
2> 1 1 1 ® 6 oN
2762.26' o ® a 16ry 11. THE CONTRACTOR SHALL CLEAN ALL SPILLED DIRT, GRAVEL OR OTHER FOREIGN MATERIALS CAUSED BY THE
7 a
N T?j0. I FG 22 6.y�2>s IIF
O ¢ 6' 3g• F I ACHD SEEPAGE BED #1 \ `L w
_ F o CONSTRUCTION OPERATIONS FROM ALL STREETS AND ROADS AT THE CONCLUSION OF EACH DAY OR OPERATION.
ply B2 p ?> _.2j6 FG ) �2>6 `V / ,y6 CLEANING SHALL BE BY GRADER AND FRONT-END LOADER, SUPPLEMENTED BY POWER BRUSHING AND HAND Z
O ry�6k O• -?>62 7`C 2 bp, �, c?62 i I :{{2) �� BLOCK 5 I \\ ,rl'IrO LABOR UNLESS OTHERWISE APPROVED BY THE CITY. THE CONTRACTOR SHALL FOLLOW CITY AND DEQ EROSION w
U. 49• 6N ry^y >S II s2J TO �ry 06 ?) CONTROL PROCEDURES.
¢ 14'L� 2�03• — — —TO e2
T 2js I FV 23 �2>s 2>6 O .99; r U 12. AS SOON AS PRACTICAL AFTER COMPLETION OF ALL PAVING, THE CONTRACTOR SHALL REMOVE ALL DIRT, MUD, a
ply 8)iii0 — yry0 — — 2765 c ��p' 7`c 2g8• I 0 E I I ROCK GRAVEL AND OTHER FOREIGN MATERIALS FROM THE PAVED SURFACE AND STORM DRAINAGE SYSTEM. z
6
ry� 2j F A,>w
13. CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING LABORATORY FOR FIELD QUALITY CONTROL OF ALL
6 BACKFILL AND ASPHALT. FIELD UALITY CONTROL SHALL BE IN ACCORDANCE WITH ISPWC SECTION 204.3.4 AND
QJ2 / 6). G }, ; /
2j I G ti 2) R 6� �6 �, ti� SECTION 810.3.13. COPIES OF ALL TEST RESULTS SHALL BE PROVIDED TO THE CITY OF BOISE FOR REVIEW. DESIGNED: C. GRAHAM
m T E F 4 .t� E f 2765 `L
o p!y d. ky — - 2765 O- J9 .1, •y ¢ J1II .yh O 2�!�, I 2> k' DRAWN: L. HAASE
S y O•= 2> 6 •y 0 6' T �6 i 14. ALL UNSUITABLE MATERIAL SUCH AS SOILS, TRASH, AND VEGETATION SHALL BECOME THE PROPERTY OF THE
/ ry�0 FO 63>s ry� z ry�0 y1 J�2 p tiKG I / CONTRACTOR AND PROPERLY DISPOSED OF OFF SITE. CHECKED: C. GRAHAM
H
15. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL SOILS REPORT PREPARED BY ATLAS DATED APPROVED: C. GRAHAM
II IG 25 I 2j64 Fc �G ti c2j6R c2,6sr0 3 I ACHD SEEPAGE BED #2 \ SEPTEMBER 15, 2020, PROJECT NO. b201338g.
?> F 2> OS. BLOCK 4 k• �6• 6k' x• FG 2,
TO`yb9,6, y66 ti16kC -sr FG\2> ^6 �^ �O 63 �> k6e \\ Z
�6 ' o• e 0 12 �bk �e r s� T� ryA6 I PREPARED FOR:
8 6k `L\ ��. 3 FG 26S G20 LLC
F_ R PO BOX 593
A 4 oti �o T� 6S?e• 1 6��9 c Res• FG �I a \\ U EAGLE, ID 83616
^6k ..\ ry� kle T� e�� �
\\ ry�G ryFv ry�G 11T2jk,BLOCK 5 ry�0 �6 O L^ G \\
s > 4 F 5' SIDEWALK
0 y4i '; �• s s FG
Cn
2 I \ I r I z
6y' S \ BELLY LOTS 8" BELOW BACK OF w Q
\� �6028 29 F Eby �' < \ ry�� C2jGS �2>sR 1 I 2, yL^ SIDEWALK (MEASURED AT CENTER OF LOT) °� U
\ 6y' ry G yy ?765 / \2BLOCK 6
\ L^ BLOCK 2Lo
` ^by `• ® \ ACHD SEEPAGE BED #3 B� ry ry�G
\ \ \ \ \\ N 3 D^byys p f fN 6 FG S \�/N
C�fNART pRl� '' ' ��k�y �a\A�iAiA/A/A////���%�%�V��A�wA���A��A���V��V��i��iA�������A�/���%�%/%�i✓//�//�/i�/��/AiA �yA.
W
32 6 y° 6 ry^6y. > Z N
F TYPICAL LOT GRADING DETAIL 1 Q Z
I _ _
�bk9 33 ryFV y:5ry� \; ® �-- SCALE: NOT TO SCALE C3.0 � Q J Z
34 2765 �F �6y. \ d
0
35 ryKG y�6 bk 6y`6 L ` C) W
I FG G ry^� co g Z
36 FG I � W
3Z N > Q
7
38 "64 Q
2>66s�� L^6k �+ BLOCK 2 0 4 i i / W Q d V
s� W
lo
lK
---- iLLJ
/--------- l 16
— — — — — -2765 - -
- `
--------------------------
- — — —
H
CSW PROJECT NO, 22001
O DRAWING DATE 06/02/2022
a
C3.0