Loading...
HomeMy WebLinkAbout014 - C-7 -GRADING PLAN i � --------- � � � _ ---- - - - - - - _ I� �� � � � � ; � , � � - _ - - - - - - - - - - - - ' , , - � � , - - " �" i _ �i / i I �,a , � \ \ \ � - �. � i _ _ I � � - � 1 \ \ \ \ � � f � , _ - - - - - - - - _ , - � - - J 1 � � i �� \ \ \ � ,\ lll � � - - - - - � � � �.' / / � - - LL� \ \ \ \ � II � � � / - - - - - - - - - - - - - - ----- �---L-- � � _ - � _ � _ - �\ \ � \ \ i �� � � � -- � - - - ------ _ i i -�-- � � - _ � � I � �� - 1 � ----------__ ` \ - - � - - _ _ _ _ _ - - _ - _ , � - '/ , _ � � i� \ � � � \ � \ �,I �,� �� I � r- � � ✓ I '7------- � - - - - � � - - - � � \ �� \ � � � \ � � I � I � � ,, =I � � ' - - �� ,- - _ _ _ _ - - � _ _ _ - � � � � � o � i - � - � \ � \ \\ \ i I � �� MEG81.52 I �n _ _ - - _ . - - � __ _ / i � � _ •- - -_ " ' � \ / ' - - - - - � o � � � MEG 81.44 �* _ � N _- - / \ � i i � � � - - - a � � � --------- \ NEW6"THICK �.� . MEG81.73 _ __-.--- '� -- CONCRETE SIDEWALK -- NEW 6"CONCRETE NEW GRAVEL � LL � � � � MEG 8176 EXISTING CONCRETE DRNEWAY MEG 81.87 ACCE55 I MEG 82.13 DRNE ACCESS ses°ar2rw in.ao� � 4 N. I MEG 8201 � � �� 1� � I MEG 81.68� � - � - �� /� /� � ��� . \ i\yl I -1.58d°o G -��� // � '__-. � I i � ,� ��� M_ _ - m � � . . � �MEG 8281 Q . 81.97 81.97 MEG 82.01 � I ��o - FM-�FM FM / Q � . � I � ,�o a s a� � ��� � \ � �\ � �i�� a / a�J , � � ,ti� � � I � . �� � � a �9- `� � - - -�iF. ' y/� 11 Fv FM �M. FN� FM�� FM FM � "FM i _-n, _-�_v � 9�M / / FM_a� /C/FM / � I I � ��^ I 1' Q -Q � � // \ \ \I \ \\ \� � I I�I � . . � � , - a ��� 4 �. � . / . .� � I . I I � \ \ \I I III ; /� MEG 81.81 . EXISTING BUILDING � /� � MEG 82.90 . M - Q -Q27% . Q i, -3.43% QI /. , �Q . I �v �� / � ' � � � � I � �;'MEG81.81 MEG81.83 � '� �4� � d �I �` �� � � -0.40% � O X X X X- � ,I�I��� /a, � � � m o I Mec azsa F � a � I - ��f--'`o Q o a � � I o _. � - ---- --- �. I saoz a a � I --.�, ---- �- , \ h -„_��-=i--� ��� � NEW 6"THICK CONCRETE SIDEWALK� - � � I� � � Q. �. � --� --- - 82.12 �,_ � � � S� � Q (COB STD DRAWING 02529-11) I '� EG 83 08 I- � -� -4 PROPOSED BUILDING EXPANSION � �� � . `��O I Qj � �� > FG 82.60� � �� MEG 83.09 83.14 � 8 / � � I I I I � � I � � ' �o � �� Y I � � � � /i 4 aa.os �Fc sz.so � � a o /i . -123% �� � � �� ' � � � � � ��� 82.17 � 8229 � � _ 82.31 � �� �A � � V � I ,p _�- -�a o 0 \ I'� 2. 1 ,I� � 8 �8 , / � � �� �� � �II � �� � �'�- V - Ss - �� � PROPOSED FORCE ��� � � ptl� � Q �� � MAIN.SEE SHEETS � I O.N% - - - - /. � � � � �'�� a 4 \ C-10TOG13. � � - 0���.�,' m f M� MEG 82.09 \ � � � � �� � � FFELEV.=4783_14 � / �I � � � � �� II w�� � _ E / ���_b0 � Q ����z ' \ e �`. � NG-�yNG \ `NQ \ I ,II �� � � E E E E E-EE E L� E F_ E E E E �. \ \ � � N c Q . �� P R O P O S E�S w A L E � E�E E E�-��,� E � E� � \ � � � --- -_____ ._ � . � ` N 4 ��� FG 82.60 G FG 82.60 -� � �� F� e E � �� I � \ � \\ \ \ PII � c -1.51% � � ❑ I LFG 8260 � 82.59 � 82.58 I `-' �V � � � � � V � I �� � r,i � � FG 82.64� � \4� a �� �� � �� � � � � � � � , �, � F� m o p� ���� � � � � � I � �__ � � �� � � � r'�' .. � 4782.50 FM � FM �� � PROPOSED WET WELL � � FG 82 6�N� \ \ \\ \ \ \ \ �II � 4 I � ry\____N . � ..______ aFnn N �- RIM-4783.14 i i � O \ m , mG o \ _._ I C' pROPERTYBOUNDAR ( j \ \ ry Nc---� � __ I I' � � \ N � I 82.97 - � � � Y TYP. � � � � � � �� � I, 82.97 " ' ``_.-.--_ I I � � I m ---- `-�-^���,--_ _ _ ��\\ \ � � \� �� m °I � a�azso ��� � i i❑° � s.a �� az.eo - I \ I m ,�� ' i �h o 0 ... . \ �\ \\ \ \ \II -1.52% � ' NEW - _ - ... ...,� PROPOSEDSWALE - � I� ,� � � � � ��- TRANSFORMER PA� - --- � -- \ - ^ - � L � \ � � � �i f I - - -- � Q ��-A-BP - .- _-- O> J O � � � R ---BP BP--61, _______ -- � � � \ \ \ _ ----- -w -��r�4783.00-ep-� - �I O \ II g3.pq 83.04 \ MEG 83.05 FG 82.64 � � \ - �Y- -i• � FGI82.64 � \ / S8�°48'03'�E 120.00' I�\�O, O� � \� \ \ \ \ .II m END CONCRETE� I 82.89 � / /�_ _ �___Y �__�___ � .---- - - � � \ \ \ \ �{ SIDEWALK I � _ -- _-_ -- __ - - - ' - _ _ _ _ _ _ \ I � � - � _ - -_ -_ _-. - - - - - - - _- � \ �'I _ MEG 82.39 � I . - - - - - - - � � / � \ � � - � � - - - - - - ? / � - - - - MEG 8220 � W \ 155��\�i5S \ 15\ \ 15S m 155 \ \ I _ J� / � ' � i5S � _ \ � �� '- 15 � � \ I�'' � 1 S 155 155 15S U I \ \ \ \ \ \ \I,III � \ �55 15S 15S ��S �t� \ \ � ; � �55 15S �55 'S5 \ ^$S "55 5 15S � U � \ \ \ \ \ �I_ � - � I \ - j 58 58 S8-� � � \ � � �I ' I � `�' � � ' � j PROPOSED GRAVITY i \ \ \ � \ I I j SEWER MAIN.SEE -N- m ` Q � \ \ � � � - - - , � sHeerc-s. LEGEND � � - � � � � � �� � � � ��� I � \ � � � � I - � � ���>>>>>- FLOW LINE ------------- GRADE BREAK N \ \ \\ \ \ I I� � I XXXX EXISTING MAJOR CONTOUR XXXX ; MEG MATCH EXISTING GRADE � PROPOSED MAJOR CONTOUR 6 J 0 6 12 z } \ � � \ � � \I �� ' � � � � I � \ \ \ \ \ I � j PROPOSED MINOR CONTOUR o I \ J m I � � SCALEINFEET ° � \ \ � \ � � �� a �- - - - ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ AGENCYREVIEW (REVISION2) .� � � I --� _ _ JUNE 2025 J veRiFvscn�enNoco�oR! REVISIONS l`U DRAWNBY: KJS PROJECTNUMBER � THIS SHEET MAV BE REOl10ED AND IS ;�1`�I AI�J ��� y iNTENDEDToeEwCo�oR.THeanR NO. DESCRIPTION BY DATE ;C�` � �� 10678.001 ee�owwa�mensuReoNeiNCHnr Morrison � 2880TechnologyBlvdWest DSGN.BY: LRH NORTONRANCHLIFTSTATIONUPGRADES �i} *I'4� SHEET NUMBER a oRicwn�oesicNscn�enNorzeo, ■■ Bozeman,MT 59718 (� wl APPR.BY: LRH gOZEMAN MONTANA �4 GREEN,ANO BLl1E WILL BE VISIBLE IF • REPRODUCE�TLV. 4OS.5B7.O7Z'I rA W� � M a i e r e � No 48 6 PE=J DATE O6/2025 DRAWWG NUMBER MooiF sca�enccoRON��v� engineers surveyors planners scientists � `"`"`"'m-m.net !``4�,nSF�sALE��c�= e C.REVIEW SITEGRADINGPLAN C-7 a PLOTTED BV'.LEE HAGEMAN ON JUN04/2025 COPVRiGHT�OMORRISON-MAIERLE,2025 DATE: