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O <br />0 <br />0 <br />io,e oue <br />1 <br />! <br />1 <br />i <br />5 <br />'Po <br />crDT \r? HrI G H —r: <br />~ II 1 \l r- NI (-,I 1 <br />Rr \,ail Pr \rt r HLJrH7:� <br />-�_)UBDIVJ�_)101 \l / <br />/ <br />s <br />O <br />O <br />0 <br />q <br />'_J <br />OWNER: CITY OF COLORADO SPRINGS <br />ACTUAL LOCATION <br />24" CMP <br />p�f <br />n <br />EXIST. CURB <br />and GUTTER <br />/E <br />PROPOSED 24" CMP <br />PER DRAINAGE MASTE 1 <br />PLAN (not INSTALLED IN \b bb <br />THIS LOCATION) <br />\\ <br />RELOCATED AS <br />SHOWN / 1 x 0 <br />3 <br />I O <br />\J�� j/ / 660. <br />i <br />O <br />\ _ <br />-� 30" CMP <br />10,500E <br />(COCA N OF SIZE I <br />CHAN E UNKNOWN) ` <br />ti <br />„ CUTI and <br />Ewsr. GUT ER <br />PVC I 1 <br />�;fr 1s . z MP EXIST. 124 "C ! � <br />,F / / <br />�/ (not in Jude <br />DRAIN GE ��/ 4 <br />EDGE of 54 <br />PAVEMENT / �/. <br />E 24 0(naf <br />In u awn DR v <br />6660 r \ ;/� \ G TE ASTER PL / <br />�PJDSTIS <br />CP <br />\\ / FCUND BRA55 TItLLy6)_`J <br />PLAT BKM -3 PG. 40 <br />2 4 CA.P- SEC.COR. aZ /y�a< `� �\. --1 b650 <br />33 4 <br />�-- I 3 1 11 C 6A20/�// <br />/ 1 1 <br />6430-- <br />/ :�:� \� <br />27 <br />P-V /665/ / -- _� r'. \ /� �✓ /t / i /� -r <br />20 O /66b� 0i/ i / <br />30 <br />NO BUILDING AREA i/ b <br />1 A_1M13- ° PN ON e ° <br />� <br />b p —c�s -b560 y q <br />\ <br />� _ 6560 5 // //' <br />2 1 I O cCP -W 0 b � b550 Z <br />~ <br />\ ✓ �/ // / % _ - 65 ! / / PLAN 9 /� �� C� �� / �J/� <br />p \ �� / —_' -�j / / �� /- -- 6s/ <br />26 o Sao �` vA`gR`( // ✓ �/ 1 <br />Z y / / /� /' / /lj � C-- 6500'_ _-/ / %ij Q ?_ \ -_ -,�/ /�_ _'/ // OWNER FIRST FEDERAL OF MARYLAND. ET. AL. <br />c X6570 <br />\ <br />C A /l1� b <br />�6510 __ <br />�s3O� l H -r : r l 11 \1 r 1\ 1 � l s9o� 1 <br />i <br />W -3 PG. 86 <br />PLAT BK. 66) 0` <br />, I \ J J �6RAINA _ _ <br />\� / l II /��� /6 _� ` // // 6620 <br />23 25 \\ 1 / // /l��ll \/ 6560 /� / \�_ =J�/ / �/ /�� -- <br />40— <br />24 �\ / / / I �� \ 6650 <br />/ / r ` III 11 /lQl / � - -� °s s° / / \ 1 /`" �/ �j/ /� �� \ <br />—6660 <br />CB -TURK/ <br />6670 - � <br />14 NG PREP j (1 /� // �\Q� oo��� // EXISTIN8\ '- - % /_- 6680 <br />I �� / BERM(t7P.) // <br />NO �% �f`\ / �� \ <br />66a \ HR <br />PROP(5�S E 21" CMP �- 6690 -_ <br />�� /) 6630 - -� /� �C ws�_ not ipcl d d in/6RAINA9 <br />/ ) <br />50 660/65 �/ ��� / //� j/y �- �/ �� Cma-= 1.6dil 00-�- <br />// /bb� bbbb4b,50bry0 \0 / ////_6640 /� /� //' \ /� Qza=leCfs %67 <br />III /fib / b b bb/ �� / —665p / /i/ ' _ \J /Hg 4 - 01ioo I'q_& s <br />�bbb� 0 °/ /� j // / v //' �1% \PRnPPKED 3011CMJi�— ""��_ / <br />9. 500 E <br />-6660 <br />6710 ( TM epr DRAINAG € —` _= �_� ��vASEPLiNf — <br />37.9 cfs l \^ / 6720 — <br />TRACT" B" �� \ J 11\ r Q / �-- <br />PRESERVATION AREA 1 ) \ // / 6730 <br />/6740` \ <br />9,ODD E —I- /U ✓�/ / 0' CY -Iy/ <br />610 �� / �l >> FIRST FEDE L �b �cra / -- <br />/ 110 /�� MAR�t�f`1LZ ETTAL // / \ate \ <br />eo <br />—68zo <br />1 <br />�. r 6830 <br />( - CIT OE -_9 ORADO RI S <br />5E'Cc / �� /I / F;1z PASO CO T` \ � ice �® O <br />ULS LA <br />co <br />Ow <br />00 �/ �( /� ' P 1 /FIRST FE kFAl_ OFi RYLiAND ET AL� LIB it o LU <br />011 OWNERSHIPS SHOWN ARE FROM CURRENT <br />ASSESSOR'S RECORDS. <br />NOTES <br />�y0 <br />RUC Bond GIN TER <br />6400 <br />6410' - <br />6420 <br />—_ 6430-��- <br />117 <br />/ WING 54 °CMP <br />/(54' CMP per DRAINAGE <br />MASTER PLAN) <br />Q10 = 46.7 cfs <br />Qz5 = 57.0 cfs <br />Q1oo = 79.2 cfs <br />TOPOGRAPHY SHOWN IS FROM 1984 AERIAL MAPPING <br />NORTHERLY OF THE SOUTHERLY LINE OF THE NORTHWEST <br />QUARTER OF THE SOUTHEAST QUARTER OF SECTION 32- 13 -67. <br />TOPOGRAPHY SOUTHERLY OF THE ABOVE REFERENCED LINE IS <br />FROM PRE -1979 AERIAL MAPPING. ALL CROSS - SECTIONS SHOWN <br />ARE FIELD PROFILES TAKEN AUGUST, 1989 AND TIED TO FIELD <br />LOCATED ORIGINAL MAPPING CONTROL. DATUM IS U.S.G.S. <br />/ IF <br />0 100 200 250 300 <br />SCALE IN FEET <br />V = 100' <br />DRAINAGE MASTER PLAN REFERS TO BLACK CANYON <br />DRAINAGE BASIN STUDY (WEISS ENGINEERING). <br />DATED FEB. 7, 1980. <br />Illllllllllllllllllllllllllllnnn <br />X3021 <br />No <br />DAT[ <br />- form" <br />CORRECTIVE ACTION PLAN <br />23/24 <br />V= = 100' <br />OCT 1989 <br />SNYDER QUARRY ACCESS ROAD <br />CORRECTIVE ACTION PLAN (CAP) <br />MB TLW <br />sas <br />n <br />RGO-TLW <br />Obering, Wurth & Associates <br />Consulting Civil Engineers <br />Registered Land Surveyors <br />.sor .o <br />89002.003 <br />2- al- writ <br />1015 Elkton Drive <br />Colorado Springs. Colorado 80907 <br />Phone (719) 531 -6200 <br />