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Z = <br />0 0 <br />10,300 E+ <br />, <br />I <br />r <br />r� <br />\ 'P ` <br />T�'V <br />5 <br />, <br />/ <br />0 <br />O <br />i <br />OWNER: CITY OF COLORADO -SPRINGS <br />ACTUAL LOCATION <br />24" CMP <br />PROPOSED 24" CMP <br />PER DRAINAGE MASTE <br />PLAN (not INSTALLED IN \V 6 <br />THIS LOCATION) <br />30 "CMP <br />—�10, SOOE f10CA�VON OF -,17F\ r <br />RELOCATED AS 1, (GPS PO �� /.0 P <br />C r Jr\FR H E 1 r H7� \\ i sr+owN \-Xv 9/ � j 0 - ✓/ / j/� \1 <br />1LJ1 \1G NO, J I �S P�,y / /,' /6A <br />�' SERN.ff1F.1 — <br />k/2 T BK.M 3 PG. 40 �E%I:1 <br />\ FOUND BRASS �.� -_�y/ <br />4 CAP-SEC �y,� f.P `' �\. -"\ 1 6A50 Al 1L �-� <br />�000� I 1I - - 33 A -- - <./ � OP��Q\y /1<�/ �� /Tc �� . I' -. <br />_� -._` 3 32 1 S , O <br />/ 6510 <br />643/ <br />6 A501 <br />h NO BUILDING AREA / _ -rem <br />\------ - - - - -- CFO (not- incfoded,in DRAINA1E �✓ / ,/ �% /� �� �/ �� <br />/ qR �\(S G� GP/ / / / // �' bpd /- _ MASTFRPLAN ) 5A0 <br />CFO ti _ _Qo- 462 cts _ ' % // �6 / <br />U - _ _ R GAy P(t MERE _.6 5 t o 1 / / / oo — —Q =�6.4�efs — -� % ' / / <br />21 ! Y �� �Oye /G �` C�0 �pR _ 55� a°/ :!I�( /// / - 6� /q� /-- _1- 6NUi$SEf� �i p.�y � /j b550 `Z� <br />U O g {y��i CP -W _: Zb 5 ACT1 <br />O 653 ° % !! N °� S 65b <br />6620 ' / � / 1 '" / 5-4 _ - � - " U RA. ` _ / � _ - ✓ // -'\ <br />6 <br />iz , <br />\ 310 - "- - i Q ?_ r /// OWNER FIRST FEDERAL OF MARYLAND, ET. AL. <br />10 6580 \ y %r •\ �� �_ /- jam;, , 6590�`l <br />E J—\ F? H \� 1 r � H7� r 1 111 1 1J . \ �--�� �/ Q�p,Sml _aszo��" 6600 <br />fjRAIN 6540-- _— 661 <br />PLAT BK. \W -3,PG. gb i 0�' « 6ssa =��\ <br />\ <br />9,300E / �/ ,� \� / / / _� - \\ _- / j i - / �`'_. _ —_ _� 9, SooE <br />6630- y, <br />23 25 5 <br />/\ � /1 � / / li�� �s,7 � �� <br />6 /= f�\', \ -__'� /� /jf�•�,�� /i �� �` � (6640 <br />0 _ <br />650 �\ <br />24 \ \� /// . // I III O /� �- SDO\\. /// \\ 1� ,. / /� ���+ /j. 660\ <br />iI / / 1 / / LCC / /1� /� ^\ L/ /� �— \\ / -?�\ C�- TURK <br />/' dr� _l'-, <br />• 6670 -- <br />_ <br />El(19TIN3 / �� - / 66B <br />14 O �% SBR h \� iJ� �� \ `�i 0 <br />�/ I �� / i/ /� —� / / �i -- / �\ PRR�PCiSE(y2/1 CMP��� i 6690 —_ <br />CP- TWINS•.. i �, r e f4`6RAINAG / <br />b �� L� )� /� / - 6630- — �/ /� � C \ t/ _ -- - �M�TJ Ud L 1 ) <br />P <br />RCU B <br />and G TER �O <br />6400 <br />6410- <br />6420,_� <br />- 6430 -��- <br />f�N�- 7 <br />/•�ING 54 "CMP <br />-(54 "CMP per DRAINAGE <br />MASTER PLAN) <br />Q10 = 46.7 cis <br />QE5=57.0 cfs <br />Q1oo = 79.2 c f s <br />bb bbSbpb5O 10 0 / /`//��/`6640� ��/ /�� j .. J�� 1 /- - - Qz3�44cfs 670 NOTES <br />b� / //b /b bb bb bb\/ ii/ / / -6650 / /i/ ri \ �H - -- 71100 ° 19 6-tfs / <br />/bbbt1 b10/ / � /� / / / / // '� —� J "- �/ / TOPOGRAPHY SHOWN IS FROM 1984 AERIAL MAPPING <br />�� J% Q �j �P _6660 �j /�� r' ���— \ \�f?RO JSED 30 CMS / NORTHERLY OF THE SOUTHERLY LINE OF THE NORTHWEST <br />(30 Cc%ll� per DRAINAG€— ��__. -6710 QUARTER OF THE SOUTHEAST QUARTER OF SECTION 32- 13 -67. <br />( / / \y 1MTEV PLArtY TOPOGRAPHY SOUTHERLY OF THE ABOVE REFERENCED LINE 18 <br />L� ^��j" 66 / =_ J-- FROM PRE -1979 AERIAL MAPPING. ALL CROSS- SECTIONS SHOWN <br />l _ <br />i ID = 30,2 cfa- - <br />/ bg0 �.. \ \ i �- 6710 - ARE FIELD PROFILES TAKEN AUGUST, 1989 AND TIED TO FIELD <br />TRACT " B° �� — — _g4 g -Cfr ~'- - ' LOCATED ORIGINAL MAPPING CONTROL. DATUM IS U.S.G.S. <br />PRESERVATION AREA <br />6730 <br />%000E4- _- ___ _ 6740 - <br />b V OWNER <br />t-/ <br />t -/ / /� /b1° � /ti /� / ���- FIRST FEDE L <br />°% ET AL <br />Lot- <br />I / t \ <br />'C RI - -- <br />S �. / / 6830, - -- <br />IT C� OE_- <br />ORADO <br />I I <br />SE Cdr /� )i /r' 1. PASO CO T t <br />Ow <br />P I I I( 1 I FIST FEDRAL OF <br />la i1D1�4RY1,\ D ET AL� <br />OWNERSHIPS SHOWN <br />ASSESSOR'S R CORDSARE FROM CURRENT # <br />�II�1 // \ \�- 21�\0ew <br />ARE 0L% <br />/ A <br />0 100 200 250 300 <br />SCALE IN FEET <br />1" = 100' <br />DRAINAGE MASTER PLAN REFERS TO BLACK CANYON <br />DRAINAGE BASIN STUDY (WEISS ENGINEERING). <br />DATED: FEB. 7, 1980. <br />QI 11 -17 -99 <br />IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIII <br />23022 <br />JREVISE UNITS of OISTURSANCE -AREAS 3184 <br />PER FIELD INSPECTION <br />- <br />ROO- TIW -CNS <br />No <br />DATE <br />ftEVlllpl <br />r <br />CORRECTIVE ACTION PLAN <br />' = <br />1 V , <br />110 0 <br />= 0' <br />am <br />OCT 1989 <br />SNYDER QUARRY ACCESS ROAD <br />CORRECTIVE ACTION PLAN (CAP) <br />TLW <br />0.01006" <br />RGO-TLW <br />— <br />Obering, VVurth & Associates <br />Consulting Civil Engineers <br />Registered Land Surveyors <br />1015 Elkton Drtve <br />Colorado Springs. Colorado 80907 <br />Phone (7191 531-6200 <br />NIDan as <br />89002.003 <br />i is -L wra <br />IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIII <br />23022 <br />