CC - Grading Plans INIS
o �-16970
ABBREVIATIONS 11-12-21
s
v CL CENTERLINE OD, F OF
EX EXISTING GROUND N/�/E M GFzP
U) FFE FINISHED FLOOR ELEVATION
cn FG FINISHED GRADE
0 FIL FLOW LINE
GRVL EDGE OF GRAVEL
J Fn
V) HP HIGH POINT 0 30 60 120 180 u�
INV INVERT I
Qf ME MATCH EXISTING Y
RIM RIM ELEVATION J
TRC TOP BACK OF ROLLED CURB SCALE: 1" = 60'
TVC TOP BACK OF VERTICAL CURB a
TOA TOP OF ASPHALT > 0,
TOC TOP OF CONCRETE ^ L
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O Q kx°m o GRADING NOTES( '1 \ . O
I' - '/ 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY EROSION AND SEDIMENT CONTROL AND EPA NPDES PERMITS PRIOR O oN
w / / / / / \ \ I I I Ee d I TO STARTING WORK. coo
- EG EG EG EG EG EG EG EG kG E� EG f�EG EG EG EG EG EG EG \ EG� EG EGIro
w `P Y\ --
;�.•��s° EG EG EG EG EG EG EG EG E- EC// EG EG EG EG \\EG EG EG�—EG- EG EG l�EG/ \\ j 2. CLEARING AND GRUBBING SHALL CONFORM TO ISPWC SECTION 201 AND THE RECOMMENDATIONS OF THE 0,
aA• / / / \ \ 1 \ I \ \ PROJECT GEOTECHNICAL REPORT.
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01 OHP
P OHP OHP H - - - - - OFl OHP- �Ft �1HP - _ 9FfP - - ski - _ nNP— nHP
� 6`' \ �� \ \ \ \ 3. EXCAVATION AND EMBANKMENT SHALL CONFORM TO ISPWC SECTION 202 WITH CLASS B COMPACTION AND
N I �Ay.• \\ \ \ \\\� \> \ \\ \ �� FOLLOW THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT.
� w n 1yy" I e� BLOCK RETAINING WALL \\ \\ \\ / I j I / I / 4. NO GRADING IS PERMITTED ON ADJACENT PROPERTY. MATCH INTO EXISTING GRADE 2' FROM PROPERTY
X I I I /: ti�o� �1h SEE DETAIL 5 SHEET C9.0 I \ \ \\ / / i i /i // // BOUNDARY. NO DRAINAGE SHALL BE ALLOWED TO PASS FROM THE PROJECT SITE ONTO ADJACENT PROPERTY.
1yb by \ // I i I l l l l // / 5. ANY UNCONTROLLED FILL ENCOUNTERED BENEATH PROPOSED BUILDING PADS AND DRIVE AISLES SHALL BE
EXCAVATED TO SUFFICIENT DEPTHS TO EXPOSE COMPETENT NATIVE SOILS, REPLACED, AND RECOMPACTED. LU
3: I I 13.409; y`ti' \ \ ` _ I / / / 8. PRIOR TO PLACEMENT OF ANY GENERAL FILL, THE SITE SUBGRADE SHALL BE PREPPED IN ACCORDANCE WITH
THE GEOTECHNICAL REPORT. THE PREPPED SUBGRADE SHALL BE OBSERVED AND APPROVED BY THE PROJECT
w w I I W /I / /// / /, �/ GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF FILL MATERIALS.
9. FILL PLACED TO DEVELOP BUILDING PADS SHALL MEET THE REQUIREMENTS FOR GENERAL FILL. GENERAL FILL
I y tiny \�\ \\ \\�// / /� // / // // // / USED FOR SITE GRADING MAY BE OBTAINED FROM ON-SITE EXCAVATIONS OR APPROVED BORROW SOURCES. z
w p I ,\y6y I �gti \\ / /�` / / // // / // GENERAL FILL MATERIAL SHALL HAVE A MAXIMUM PARTICLE SIZE LESS THAN 6 INCHES AND SHALL BE FREE OF
~ Q II W �o� ��' \ / \ / / // // / // EXCESS MOISTURE, ORGANIC MATTER AND DEBRIS. REFER TO THE GEOTECHNICAL REPORT FOR ADDITIONAL
ry- I o G \ I / // / // // / / �// REQUIREMENTS. z
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u I N N bti6 o sRs 6 S°\ / / / / / / / o a
_ \/ / / 10. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL CONSIST OF REMOVING THE TOPSOIL
LJ 0 1y - - '\y G G G G \- / / / / / CD
,Q /y� ti yy ti F F d F d F o F� FG ACHD SEEPAGE BED #1 I \ / // // HUMUS. STRIPPED MATERIALS SHALL BE PLACED OR STOCKPILED BY THE CONTRACTOR ON THE SITE AS SHOWN I
z �n I ti o� a y�• y h 1 A Ati ,;� F�' / SE / / / / // ON THE PLANS AND PER INSTRUCTION BY THE OWNER/DEVELOPER, OR HAULED OFF SITE TO AN APPROVED W
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1 cn 1 6 6 6 y P cn
y1 BLOCK 1 1y 1y 1y 1y yy" / /
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Z \ a ~ ��------- ---N--.-----------__ - �o �� �yy� �G� �I / / F // // // \ �/ //> // /// 11. THE CONTRACTOR SHALL CLEAN ALL SPILLED DIRT, GRAVEL OR OTHER FOREIGN MATERIALS CAUSED BY THE
cn CONSTRUCTION OPERATIONS FROM ALL STREETS AND ROADS AT THE CONCLUSION OF EACH DAY OR OPERATION. LLi
_ \ 2�g6 ?, �y� goo FG , / ^�"' // /� //� / /// �// CLEANING SHALL BE BY GRADER AND FRONT-END LOADER, SUPPLEMENTED BY POWER BRUSHING AND HAND LL_ z
E BINGLEY DRIVE(PUBLIC) Sg tiA ,\ / / LABOR UNLESS OTHERWISE APPROVED BY THE CITY. THE CONTRACTOR SHALL FOLLOW CITY AND DEQ EROSION
o I L— I —� y;16 �, / / / / // CONTROL PROCEDURES. w
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o I _ 2�6� y��/ ��, �/ � � �� / / 12. AS SOON AS PRACTICAL AFTER COMPLETION OF ALL PAVING, THE CONTRACTOR SHALL REMOVE ALL DIRT, MUD, o
>/ ROCK GRAVEL AND OTHER FOREIGN MATERIALS FROM THE PAVED SURFACE AND STORM DRAINAGE SYSTEM. z
--? _ . _ / BLOCK 2 O --_�° -��• � \ 0�.. /G // /� // //
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o I r°�s9 rates, - - `� - o �` oa _ 13. CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING LABORATORY FOR FIELD QUALITY CONTROL OF ALL
O 2 �s• °� 'ss. a� a� a� �a� �\ 60' �, 2160 / �/ BACKFILL AND ASPHALT. FIELD QUALITY CONTROL SHALL BE IN ACCORDANCE WITH ISPWC SECTION 204.3.4 AND
T° 98• _ 6 a+ T -- rn T o T - rn T �a \\ �° k / SECTION 810.3.13. COPIES OF ALL TEST RESULTS SHALL BE PROVIDED TO THE CITY OF BOISE FOR REVIEW. DESIGNED: C. GRAHAM
w W 2 -=-- 6ti -ate ---- s>_ o - rn�, o c� a c��� o s �� \ ?8\ o� c� / /
O �y //
?s• `► �' ` o a� �� �I ti y'` // 14. ALL UNSUITABLE MATERIAL SUCH AS SOILS, TRASH, AND VEGETATION SHALL BECOME THE PROPERTY OF THE DRAWN: C. GRAHAM
Lei I I I W `� ? ��s� �` F� a�'- cl `�• /`ppo' �\ I\ \\ \6� �G // i' // CONTRACTOR AND PROPERLY DISPOSED OF OFF SITE.
I \ ' To�sR`�8 °°lo ?)SS\ �o- o a�� �, \� �" �65 CHECKED: C. GRAHAM
w I --- 2756 _ rn c \.� I \\` \ /''� �6� / - ' /� ' 15. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL SOILS REPORT PREPARED BY ATLAS DATED
�\ \\ �, a \ i \ �g0 ti ��, , , // /� APPROVED: C. GRAHAM
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�\ I 114(4 ———— \w _ / `\ \ a rn N 101 I I I'nnI I I ICI I I ICI I I Idol I I IMI 111M1 I I IN 111 INI 11 I'r' I 1 / / /-----,-\ \ I ABBREVIATIONS
7` 11-12-21
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N INI N I I INI I I cril I I INI I N1 j 1 IN 1 1 N I I INI I IN
\ I \11\ r1111 . IIII , IIII I111i1111 , 111I I111 . 11I � I I / / / \ I C)
?> ?� ?: / 2> \1 I I I I I I ?� I 1 I I I I I 1 , 2,� 1 / / / \ 1 CL CENTERLINE D,p FOF\O �Q
sRs, F+ s`�s, F( s�?o,i F+ s?o / FI s8,� \\1,\\I \\\\I I I i I I Ili+ AI I I I I j l 1 1 I I I j I j I 1 1F+ `�s I I // 1 \ I EX EXISTING GROUND /NNE M.GAP
� — _ P/ OHP 0 HP _ `�� _ \ ?' s' L " _ _ 9 _ "" _ I `�" -\- \ u I I 111 I 11111 1 1 1 I �• _ - / _ _ _ \ _ I FFE FINISHED FLOOR ELEVATION
1 I -j _ __1 _ ,h - - FG FINISHED GRADE
\� __ /__ / _ h- yy 0yti \ yoy ,\0`' ti9 ,\er �� \ -� FL FLOW LINE
/ / / ti� ��6 ti� ry^6 ^6 ( AA ^rob' 00 \ � X I �� / GRVL EDGE OF GRAVEL
// I // F�' F�' F�' \ FG c00o O ti �,/ tiA. . c� ;� �/ \ 4, a ` HP HIGH POINT
N / / / \ �` F ,F�' ^1 ' III `` `(r `" \ INV INVERT 0 40 80 160 240
Y / / / / ( 1 1 1 2 l.� N / / N 1 1 ,A \
/ / / / \ 14 1 / 1 6 / � I I I I Il 17 c, Z \ N
/- / r7 III `�\� N F \ \ ME MATCH EXISTING
RIM RIM ELEVATION J
O / / I / co / / � I I I I I ������ d TRC TOP BACK OF ROLLED CURB SCALE: 1 = 80'
8 0 h R G \ \\
\ o �� s I TVC TOP BACK OF VERTICAL CURB 0
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TOA TOP OF ASPHALT
o ti^0 \ 1`O0 �\.pp ,.�\ e� `�� \ \ \ 1 TOC TOP OF CONCRETE >�
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// / // / // alp I r 2769 8 ��js 00,`1 \ BED #3P,\ 27ss \ ry \ \\\_ 2_720 -_ - ` \ \ / 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY EROSION AND SEDIMENT CONTROL AND EPA NPDES PERMITS PRIOR O E
/ / / / o• °. � s 8 G \ \ > \\ \\_-- - \\ \\ \ \ 1 \ TO STARTING WORK. ro
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z / / / I _ \� F 6 91 2770 ti� \ \ 2j6 \� \\\\\�\\\��_-- �, \ \\ \ \ \\ \ \ 2. CLEARING AND GRUBBING SHALL CONFORM TO ISPWC SECTION 201 AND THE RECOMMENDATIONS OF THE
Ld / / 2 � 2770 7 m ^ o 2770\ 1 F� \ \\ \ 8,\ o +�\�\\\\\\\\\\\,',____ \\\\ \\\ \ \\ \\ \ \ PROJECT GEOTECHNICAL REPORT.
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;� �i o 2>6 0 ro \\ \\\ --- \ ` \ \\ \ \ ` \\ \\ \ 3. EXCAVATION AND EMBANKMENT SHALL CONFORM TO ISPWC SECTION 202 WITH CLASS B COMPACTION AND
Q ti - 2771 G '\ �120.10', _ 9 ro 0 \\\\\\\\\ ` �`Ps--- \ \\ \\ \ \ \\\
V) / 0 - 90 1 ti ti ti \ A\� �� \\\ \\\ \ \ \\ \\ \ \ FOLLOW THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT.
� / 277 6 2771
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w / / / / / 2 �G �s TG 'el �' 94 72 ?� - 27��- �� \\\\�2>SD�\\\\\\�\\\\ \\ \\\\ \\ \\\\ \ 4. NO GRADING IS PERMITTED ON ADJACENT PROPERTY. MATCH INTO EXISTING GRADE 2' FROM PROPERTY
x / / / �71 d S �.� �� �`��\` � C \ \\ \\\ \ \\\ \\ \ \\\ \\\\\ \` \ �/
�\\\ \\\ \\ \`�\\ \�\\`\ I i BOUNDARY. NO DRAINAGE SHALL BE ALLOWED TO PASS FROM THE PROJECT SITE ONTO ADJACENT PROPERTY.
6 89 2772 �^ 2773 _- 2772 \�\���\2�60\�\\\\\\`\�\`\�` ��\\ `\`�\\\ \ \\\`��\\` \` 5. ANY UNCONTROLLED FILL ENCOUNTERED BENEATH PROPOSED BUILDING PADS AND DRIVE AISLES SHALL BE
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/ ,� �^ F �+ �;�?>s���� \\�\\\\\\ \\\\ \ \ \ \ \\ \ \ EXCAVATED TO SUFFICIENT DEPTHS TO EXPOSE COMPETENT NATIVE SOILS, REPLACED, AND RECOMPACTED.
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2�13 2773 � - 2773 A'\°`� __- -__- ;_ ;\\� \���\\��\\�\� ����\�\\��� ��\�\\\\\�\\\�\\\\\ \\�\ 8 THE GEOTECHNICAL NREPORT. THE PREPPED SUBGRADEESHALLL RBE OBSERVEDEANDEAPPROVED BY T EN PROJECT T
z SE ,r 4 �� ,\y-- - - 2775, �\ \\ \ \ \�\ \ \ \\\ \\ \ GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF FILL MATERIALS.
w EpNP // / G SS TG S� �'\ G 2775 Z /' - --- -'��� \\\\\\\\\\\`�\\\\\\�XX\\\\\�\\\\\`\`\�\
~ _ �'� TUR �� i ,LI1 9• —_ S I F 96 ,t `�>> —' /' // — — \\\--- ��\\\`����\\\\\��\\���\\`\`\ \\ \\\\a`,_\ \\\\\\\\ \
o �10 ' J FJ _ - o yy0 G ss�I a - \\\\\\��� \\��\\\\\\\\\\\�\\\ \\�� \�\\\�� \\\ \\\\ \\\\\\\\\ `\ ��/ 9. FILL PLACED TO DEVELOP BUILDING PADS SHALL MEET THE REQUIREMENTS FOR GENERAL FILL. GENERAL FILL
c� . 2 I F 87 LL, _ \\\\\\ \ \\\\ \ \\\\ \L \ USED FOR SITE GRADING MAY BE OBTAINED FROM ON-SITE EXCAVATIONS OR APPROVED BORROW SOURCES. g
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/� 2774 �2, ^�o 2776 } / �' // _ 2780 ---- -��\��\���\\\����\\``\O\\\�� \`�����`\���`\\`\\\\l\\l \\l\l\11\\1 `� I GENERAL FILL MATERIAL SHALL HAVE A MAXIMUM PARTICLE SIZE LESS THAN 6 INCHES AND SHALL BE FREE OF
/ \ \ \ \\\\\\\ \ \\\\\\\\ 1\ 1
�, � r„ � /� \\\ �\\\ \\\\\\ \\\\\�\\\\ ��\��\\\\\\\\\I II I I1I1 I I I I I I I u_- `--I_- EXCESS MOISTURE, ORGANIC MATTER AND DEBRIS. REFER TO THE GEOTECHNICAL REPORT FOR ADDITIONAL
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`�`� \\\\\\\\ \�\\\� \\\\\\\\\\\\\\\\\\\\\\\\\\\\� 10. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL CONSIST OF REMOVING THE TOPSOIL CD
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w / BLOCK 3 277s.26' / / \ \\\\\\ \ \\ \\\\ \\�\\\\\\\\�\\�\\\\\\\ \\\\\\\\\\\\\\\\\� \\ \ �\ HUMUS. STRIPPED MATERIALS SHALL BE PLACED OR STOCKPILED BY THE CONTRACTOR ON THE SITE AS SHOWN � �
E BINGLEY LANE(PVT) — —� 86 6ry� ^ I / \\\\\\ \ \\ \\\\ \\�\\\\\\\\�\\ \\\\\\\\ \ \\\ \\�\\ \\ •--� I ON THE PLANS AND PER INSTRUCTION BY THE OWNER/DEVELOPER, OR HAULED OFF SITE TO AN APPROVED I
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- - �. 2777 I ' \\\ 11. THE CONTRACTOR SHALL CLEAN ALL SPILLED DIRT GRAVEL OR OTHER FOREIGN MATERIALS CAUSED BY THE
-- - - - - - -- ----- �� `L 1 \ ---1 1 1\ \ \ \ \ \ \ \ \ \\\\\\\ \\\\\\\\\\\\ \\\\ \\ \\ \\ \ \\
6:1 I ----- 'I j I I \ \ \ \ \\ \ \ \ \\`\\\\\\�� �I\'\'\\\\ \\\\\\\\\\\\\\\\\\\\\\\ CONSTRUCTION OPERATIONS FROM ALL STREETS AND ROADS AT THE CONCLUSION OF EACH DAY OR OPERATION. w
y ti 1 1 1 1 \,\ \ \ \ \ Ex�\\\\\ \\\\\\\\\\\ \\\\\\\\\\\ \\\\ \ I CLEANING SHALL BE BY GRADER AND FRONT-END LOADER, SUPPLEMENTED BY POWER BRUSHING AND HAND Z
I y o c, ? '• I \ \\ \\\\ \\ \ \ \ \ LABOR UNLESS OTHERWISE APPROVED BY THE CITY. THE CONTRACTOR SHALL FOLLOW CITY AND DEQ EROSION
LL \ \ / 1 / 85 F 99 �j� I `\ 1 I \ \ \ \\ \ \\\\\\\ \ \\\\ \\\ \\ \ \
2) �j N r7 ti ti r I �R �� �, \ I 2772.60' 2771.26-`\\\\\\\\ \ \\\\\\ \\ \\\\\\\\ \\ \\ \ 2
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O ---_ ------ ---> ---� `� \\\\\\\\\\ \\�\\`r�\` - � 12. AS SOON AS PRACTICAL AFTER COMPLETION OF ALL PAVING THE CONTRACTOR SHALL REMOVE ALL DIRT MUD
103 102 \ / O \ \ \ \ \ \\\\ \\\\ \ \\\\\ \� \ 1
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84 F 100 ,r >> 1 1 \ / o \ \ \\\ \\\\\\\�\ �� \s\\\\\\\\\\\ -� ROCK GRAVEL AND OTHER FOREIGN MATERIALS FROM THE PAVED SURFACE AND STORM DRAINAGE SYSTEM. z
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'� s�\ \ \ \ I --____ 13. CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING LABORATORY FOR FIELD QUALITY CONTROL OF ALL
O (- c-- \- - -- > >j-- 9)- >>, .T' 2777-` 1 2 \ \ tf` \ \ \\ \\
G � 9 \ � r'�\\o\\\\ \\\\\ \\ \\ L _---- I BACKFILL AND ASPHALT. FIELD QUALITY CONTROL SHALL BE IN ACCORDANCE WITH ISPWC SECTION 204.3.4 AND
\ \, \ ? `SO• 277 � / 2779.33' \ 2775.03' 2769.50', \ \ S\ •\ \\ \ \\ \\ \ - SECTION 810.3.13. COPIES OF ALL TEST RESULTS SHALL BE PROVIDED TO THE CITY OF BOISE FOR REVIEW. DESIGNED: C. GRAHAM
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\ UGP UGP� UGP BLOCK 3 �cAT \11 14. ALL UNSUITABLE MATERIAL SUCH AS SOILS, TRASH, AND VEGETATION SHALL BECOME THE PROPERTY OF THE DRAWN: C. GRAHAM
w \ \ \ ? I 6ti• y� G I N \ \\� \ \\ \\\ \\ \ \ _ �\
\ \ �j / o�`L �R - y'L ro0 g• ro.� � 6'O. �°� y°� o,°� g� c�i- b \ \ �\ \ \\ \\\\ \ \\\ \\ \\\\ `_ _ \11 CONTRACTOR AND PROPERLY DISPOSED OF OFF SITE.
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w \ I \ \ A Ary. tiP tiA ti� ti^ ti <'1 `L `L 277 \a \ \ \ \\\\\� \ \\\\ \\\�_- _ , \ 1
G O G O G G O o 7 15. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL SOILS REPORT PREPARED BY ATLAS DATED APPROVED: C. GRAHAM
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