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14 <br />\ _ O BUILDIN AREA <br />CEDAR i- 1�JGH7:� FILING 1�ID. 2 <br />PLAT BK. M -3, PG. 50 0 1 �) 1 I / / \ // // _� O Nw ER: ��\ <br />0 o i q °„ / / 1 ' j�� / ct FIRST�Fi DERAL OF <br />Q\ \ I - / / - i— h7IYLAND ET. AL <br />N <br />_ \I I / <br />HE1GN15 / I I Cr DAR Hr1G H7� r1Ll) \1 1\1 D. �1 <br />/ ) PLAT BK. W -3 ,PG. 86 <br />Ct`DA.?- <br />4 S <br />TRACT B 1 �� \� \ / �/ / b1� °1 <br />1 46 hQ� / TRACT PRESERVATION AREA \\ \ I� / // // // / <br />It <br />f �_ I I I I / / / / J CI �afF Z>OLOR _6O�SPRi1�lGS� ✓/ <br />P / rS.�Eq�o.✓ ASO CO C1T` <br />O 44 / Q� \ 1 I I I' I I SE / /4l <br />13�a7 �HR -3 <br />it �j /Era �/ S1 %, /PRQJFER 3fi GRIP <br />13 ER DRAT GE \ <br />\MJA �ILAN) \f <br />// � F� O/ t1b� ° �� o/ 42.6 <br />/ I / JO \ IG VW �\ G I / b15bl//b�6110 / E / 68 \° <br />ba <br />42 A% 530/ <br />pIN qpE <br />43 \ \\ NO�1` / /,� 85 <br />1 <br />20 UTILITY \\ \ \ \\\ \ \\\�1 \I I /U � �/ / b Q/ �( /� / /l / /i I I //I �/ / // FOUND W <br />\ 111rEASEMENT �� % ' ` X6750— /�/ / /��/ y'/ WASkra �I•" / <br />I 6$60 <br />X00 I I / / ^` -�/ / l �I �^ �� /// `Q / / I !\ \-d 7Q —�� / / �I J / //' <br />0. <br />G gREA �\ \ H GH? 11- // vb r ( ��`�` —/ ���� 618�_ i /�O /�j --�_. 90�B0— <br />)EX�STINJG / 800 -- // / I % <br />PC /�ND/trn z.) /68Y1 C`��� /// // N ` �`<� / <br />TF ['Q � i�f " \ �- \ , � 1 T \— \ J � J / / r / / � � ._/ — — � _/ / // / �/ / / / / l / //l � // / // / ' ' / / ' I / / // % I G// A/ � / / / T I� / � / / � / / � / L \ am�\ � �r' / \ 1 y �•'.`.:`.•.�`''•"•' S k • / —6910-- TILIN 20'U <br />EASEME C -6 <br />/pVNE 6800, 6930 <br />r- <br />L <br />/ OWNER: FIRST FEDERAL OF MARYL_AND ET. AL <br />°50' ��%�QSv, / / <br />/ j�� 0 6930\ <br />1\ 1 ♦ / // j0a0./ \ `� \-69 ?p l/ a�4O / �• / j /� P J X6960 `~ / I 0,000 E <br />/ / / / . aD4 °D�o ceso \/ j / 6970 \f / <br />X10 / , , I , / ,1 / 1 °9° ! 1 ,I Ds� <br />697 aDaO \\ I / I \ �� 6Bga %� / i �/ a9y0 <br />N <br />\` OTE S <br />0\ REMOVE EINIXING, 69D0 /r / / //1 J�_'00p <br />/aERY1rOULV 66y \ /�0// � 0w TOPOGRAPHY SHOWN IS FROM 1984 AERIAL MAPPING <br />0 P 9 j�/ j "0/0\ NORTHERLY OF THE SOUTHERLY LINE OF THE NORTHWEST <br />ISTING —1�� / / 0 7020 QUARTER OF THE SOUTHEAST QUARTER OF SECTION 32- 13 -67. <br />� j69 / j� /�— 7030 \ TOPOGRAPHY SOUTHERLY OF THE ABOVE REFERENCED LINE IS <br />P - -- �— / / / f / FROM PRE -1979 AERIAL MAPPING. ALL CROSS- SECTIONS SHOWN <br />/ (OWNE\R CA TLE 1COMCR TE �O. \ \ \1 ' rl ' I / � �,�1� l -- � � / /// / i 7040 ARE FIELD PROFILES TAKEN AUGUST, 1989 AND TIED 9'0 FIELD <br />I II q30 / =� /� LOCATED ORIGINAL MAPPING CONTROL. DATUM IS U.S.G.S. <br />- -_ — b _�� ,� -7050_ <br />(`6990 / � - - -- f� 0/ / "7060 — <br />GENERAL LOCA ON ( / / aq5 / / / <br />( ( < `7000. / /j/ X l �� - —�_� / / �// / 1070— /� <br />/ l \ OF PROP SEID SIT <br />RETENTIC1 'FACIE \Y �` I / /� /// 6D6 / / / 0 _ 0 00 200 250 300 <br />\ PROPOS69 l 701 / � // / 6970 \`J �� /// / / 'j08 SCALE IN FEET <br />1" : 100' <br />ROADyOAY /�/ / _ _ / 69B // / / <br />REALIGNMENT/ 0� / /y %/ /� HR -2 0fl �� / /7090 <br />�\ yyrrEESsT�/� P ED 27"C / 90 <br />►H9ro / � / — � C l �� � I / � / �� / / (n I de�in DRAY iE <br />// <br />MASTER PLANE �� / / �j�� / / DRAINAGE MASTER PLAN REFERS TO BLACK CANYON <br />/SW Coa DRAINAGE BASIN STUDY WEISS ENGINEERING <br />Qio = 22�7c� —� / / /// 00 NW/4, ' SE Ye isooE DATED: FEB. 7 , 1980. ( ) <br />/ 11 / Sec. 32 -13 -67 <br />7,500E -.- \ i / �"L� � I ' � ... ^ / .. . -.. �. / C�i.ze -�28 2 cfs �/ � _ // /� /� / I �- , <br />C F COLORADO <br />COUNTY <br />CENT!` EL.32 <br />In <br />OLD SCALE SITE UV <br />/ / / / / <br />HR-i D <br />do �\ PROP05ED�i "{-MP / 1� / / // / p ton <br />net included in DRAtPI E rJ ( I I I' I 2� mm <br />az <br />`Q 21.4 c f s \ 1 ` I 1 I a <br />Idloo 4- <br />OWNERSHIPS SHOWN ARE FROM CURRENT <br />ASSESSOR'S R:-CORDS. <br />Permit# 171 - 167-77 -J10 <br />Date: — <br />— D0c Name <br />Origin: _ /) p. p —See Map <br />IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII <br />J9DOo <br />--- <br />Y0. <br />DAU <br />1lYla10/1 — <br />r <br />CORRECTIVE ACTION PLAN <br />'" 1" =100' <br />var- <br />OCT. -89 <br />SNYDER QUARRY ACCESS ROAD <br />CORRECTIVE ACTION PLAN ((-AP) <br />CMB_TLW <br />"' L W -RGO <br />Obering, wurth & Associates <br />Consulting Civil Engineers <br />Registered Land Surveyors <br />1015 Elkton Drive <br />Colorado Springs. Colorado 80907 <br />Phone 1719) 531 -6200 <br />0,00ACT NO <br />89002,003 <br />os writ <br />