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HomeMy WebLinkAbout03080185.5h z NOTE GENERAL NOTES: WARNING I 1.. It shall be the responsibility of each subcontractor to verify all existing utilities and cy�/ \ ABSOLUTELY NO TRAFFIC WILL BE conditions pertaining to his phase of work. It shall also be the contractor's responsibility to contact the owners of the various utilities for a proper .stake SHELL PIPELINE CORP. SHALL BE NOTIFIED BEFORE PERMITTED ON THE PROPOSED SEPTIC location of each utility before work is started. / I I 2. The subcontractor shall notify, in writing, the owner or the engineer of any changes, ANY. CONSTRUCTION ACTIVITIES'OCCUR.INSWE TH:E. 50' SH.EL4 omission, or errors found on these plans or in the field before work is started or ,// I FIELD AREAS, SHOWN SHADED. resumed. OIL PIPELINE -;EASEMENT. , CONTRACTOR SHALL. EXERCISE EXTREME. MATCH _ MATCH 3. Any part of the storm sewer trench running under paved areas shall be backfilled with granular material. LINE 99 / I 94 7 + CAUTION WHEN WORKING AROUND PIPELINES. • UTILITY =LINES �� ' �s7 9 300.28' '�- 94,. Q6 LINE 4. Private wells anticipated for individual lots. I 6.o 5. Minimum class of reinforced concrete pipe: 12" R.C.P. = Class IV, 15" thru 24" R.C.P. = CROSSING •TH.E PIPELIN.E(S) SHALL HAVE A MINIMUM OF 18" / OTt' ✓/ N I I Class III. _ ._. 6. All grades at boundary shall meet existing grades. CLEARANCE BETWEEN LINES. 7. Water lines as shown are anticipated to provide potable and non -potable water from a �� •// / qb. ��; I N I ! future water supply system. The four lots contained herein will use individual wells on an interim basis. PAD ELEV. I Q0 J I �a I BENCHMARKS: o� ti -0 v, s� /V - / v / - 98.4 34 I � M_ I _ ASSUMED NORTHPAD ELEV. 0 0 o T.B.M. TOP OF P.K. NAIL SET IN CENTERLINEOz�, OF SHELBOURNE ROAD (WEST LINE OF SEC. /,w• = 94.76> m I ,-/ 5 -17N -3E) AT THE SOUTHWEST CORNER OF SCALE: 1"=50' Cr v 1 N {j sfi.P/1�-//6 PROPERTY. o �c�rQ �ti�E�� -0 6" '0 ELEVATION = 899.59 99.2 \ o97.5 N T� _ �Z I o. oo' ;p �'I 97.0 g° ���6 - q \ 0 Qom Y W /,vv E, -8� 93 _ ? ° T.B.M. TOP OF RAILROAD SPIKE SET IN CENTER- ' o o0 28.75 --- too• 300.00 /NvIV, -7 } LINE OF SHELBOURNE ROAD NW. COR. SW. I/�Y�,s.=BB.s -�._� 4 J w + I ---- ---------;-----r � i } 1/4 -SEC. 5 -17N -3E) APPROX. 331.80 Cn a o J N o h I 3zs o� /2 NORTH OF THE SOUTHWEST CORNER OF I I I Y \ 6�.'I , �� �•� �- I I _.- ��c�s=��G�0.3o� - - - ----� 9 .3 s PROPERTY. = 904.39) �' I� ARC= A14 y,v�/.vc�f, } n � 36.35 9'..S II p V o -- - - 95.3 - -300.28- - - - - -� - /Nv. s. 90.// LEGEND J I D -V�/ oho. EXISTING STORM SEWER N 114- Tc V 9Z. 67 I $,o vio �\ - - �__0__- NEW STORM SEWER W/INLET 9q 2-� (,� + I PAD ELEV -0 Ln O + 10 i0-0 > kj lCr ' _ 4l z9D /7 `a ---0 6" SUBSURFACE DRAIN 30 o w Z Ln r' I D (,1 14t, /30 0 /2 ,2 C. e6 NEW GRADE ELEVATIONS tpo I " O I O I • �° I Z N t \ \ \ PAD ELEV. p3 �7��@3/¢O o j /S /�G� I V) o NEW PAVEMENT ELEVATIONS�gsp.49izo� e EXISTING CONTOUR LINES 6 / U! v I 1p �� • 9 \ �. / _ ...._0 V) I (JI 'o�� / I U0.0�' I 2 3 3 5 1 0 m L IDS%/ (\236.o -97. zcn o .,574,4, w° /aB -- -- �_ Z) m / I �C 'l /ivy 7j - I / St�P /1//OSw `\ p 132 p oT/B + I I - � II PROPOSED SEPTIC `\ �CsX�O.ZZ°o /,w..v 94.07 L 9 .2 285.96' C� of r �' I1 ABSORPTION FIEI,Q� 1 \ •\� , - I # TG - 9S. o � /Nv•�• - 9 ¢. i 9 I a � � ' I � D ?4.7.9 \ I D' / qg. I z I `_--- \�, \ 0 300.28' 94.0 / I I z I0 ISI I N PAD ELEV. \ I Oo / N PAD ELEV. I c0 cWn o \ I L, Z7 I I I V.. i oo.l I .� I 6 \ , �� / q9.2 _ 5 8 9 �,��00.6 31 I o I m ► m ° I{ \I 3 8 / T 2• ZOB`�D�/B.� I �m O D I i �,i od.� \ / \ 1l I O �CL �AfS-[i >��. SG�o 0 I V I 0 0 I _� Z'. �� l I (A I �I FOR DETAILS t 1 +� I i I ��� I m l °° �� o z f O I o -o v n C •�►+ r :;; THIS AREA SEE ) / o 7 m O . ' : li ' ' mo 1 I \ I W 1 (�'yyy ��CS Pte, .:::.:[:::.BRIDGE PLANS q4' ��� zN I - - I �,,,,o� P ,,,, I I : .;ttizactt..•.:' '' �, �� o �. `-:.% .. '• • .' •! :• I PAD ELEV. o 9¢- :� ��'• ':'••'•'•'• � po . � 2 6 7.14 � �► I w � ! X00.3 UQ Iol,4 �o CD y I o 210 5 2 Z;tL: ar�'::4: .•. o 59 v d I I OI1\ �nql a- TE,hv. c/ov I �G�rr`F ',Sec /,sv. s9= 9 7 . `3 N rJ CTo fjE ,Pe.•�ovtro� ;.;;:::::::: a. �, /iYv.N. = B3 -� /nom 8 � SZ � � �a �� 00 97 � ,( 00 87.4,4 I ' L• o - �, ��0 E. = 93./ J N - - m I LE.va . ' I I _ 00 PAD - , ,� � ELEV. '�_ 0 0 � /nw• 9S, oo N . /� 4,c ao o ZTI R � o f`/B e i F iY 4,i o v � m 00C �- _ _ N �, N - A 6 -s ' a N o I O O AD ELEV • OQ I -n I / w o ➢ v P 32� 0 6' /, X B L3 0-- /B R. 4,P / �. ' '� O i Ig ° I I n O J (C�.*u-za)0o,3790 i �... .�(�: '� �\ ' \ 57�C N1 9 z� I n o0 I o 0 /9d'of2/'i2c/° I � W I° w � o 9=3© 8' 6 7 ) / \ (Z V,50L_?�) 3 M 0 � 0 I �0204 CCc I \ \ I Q'� 3 c? a ° Q ( / 41 o 59 95 P (pll �, /�c,.ea ,ce�� ' \ \ •.oa _0 �_ w 0 I I I b 1 q7 0 c 92.4, � � �i R, G p1 Tc ` 90.4 7 - O LA ;0 U Q -P � I I C7 .011 s+04.43 ->- Z_� o� I ��� &V, semAoll '=86.6 - z , o _ ARC 1 ARC= \' y=< 15+45.75 I�2 4,i �" (,Uv. s. = s6.46 I J II 19.97 o 0 46.52 \�' Z ' � � 40.98 I� qa•l � °o D d I io I / W I_ ` �\ .3 ¢D I cn s � L- / 2 -ARC=56.24' - - - ---' - - 0, 15.88' 15.88' 1 'j� �P 'G / a o -j ¢ o \ - D -� - - - - - - - -- - _ ,�-�� z �Sfo.� 0 1 W Z � _ - �--- -----� --- N Tc = 93. / w - - - Com• /VNL0�3 \� G� / Q < 111v E. = 87 Zz RE- G,eAv� p/7� H o -�- - - -�o� s - - - QQ - - - 6 P r� ��9s 6 0 �� �.�� / W Z w. _ \ o /'�'v 87.32 ` \ SES QE7i /L l Z \ N I I /„n. = 93./D / / W c �s/gI,EET 5- / IJ. C7 / o \ 98. o SA,P. A/s /OZS-lw, 11A 1 ` �` �O / c C H PAD ELEV. \ \ !� 94' Z: --j 1 `n 1 CD M 6s5 \I I INV Y 83 � 990 " JOHN OSBORNE /9/ 1 ~� _ �� LEGAL DRAIN 21' 38 ) 1 00 a V. n I O //vv. iv IL I s(o 30.00 - 9 / I "o, °°✓/ / I Ln -u Lo _ o I � o0 / Z cn W ', m 1 0 / PAD ELEV. r- W Fa �� _ % _ -� ° 000 I I / �._ J, 99,0 33�93.3 - - - - - ,� �?3. Z 93.2 ��Fj B�7 q / v W 94.3 \ �� N 67.65' I `� l`� I ;'PROPOSED SEPTIC I A9 / PROPOSED SEPTIC) ` / ABSORPTION FIELD _ 9 I i, Lf ABSORPTION FIELD I �'� / z Z ` w Q 691. 42.9 92. S I 7 - I � / LLJ -Y3_S 9 SO p �� ,� -1 I �; I z O Co 93.3 0 G / I �. I� q9 O !v . 00 9¢ 43, o / �� r1'ro % CO _ 100.00' v -_ 435 ARC= -- / I O0 Li (� LANDSCAPE N 42.4 J 9/ Wo �- qo.� _ 90. MATCH_ 61.24' �j qb I �_ M p N INE �-, MOUND � 4 �� + 9z9 � _� o qi¢ o _._ I I MATCH L W � � 4�Q1f O q3J4\14t/4.7 96,E 9�! 0 ac m Q 9G,p 00.28 EE 0 IL $MEET OF S'6 12