|
n
<br />r
<br />10,5nO E
<br />z
<br />0
<br />0
<br />F
<br />r�
<br />1
<br />I
<br />1
<br />lgtiF�
<br />CEDAR HEIGHT,
<br />RAJMPART HEIGHT
<br />SUBDIVI SION
<br />0
<br />0
<br />o_
<br />0
<br />m
<br />OWNER: CITY OF COLORADO SPRINGS
<br />ACTUAL LOCA
<br />24" CMP
<br />EXIST CURB
<br />and GUTTER
<br />PROPOSED 24 "CMP' O\ /
<br />PER DRAINAGE MASTE A
<br />PLAN (not INSTALLED IN .( \b 6
<br />THIS LOCATION) CD\
<br />SHOWN AS / 111 C POPQ J by 30 / AO
<br />It
<br />EXIST
<br />CONC,
<br />_ —
<br />\�
<br />p',, 30 "CMP / o P T�0.
<br />-+ 10, SOP E (LOCA�yON OF SIZE \\
<br />�/ CHANGGE UNKNOWN)
<br />and GLNTER
<br />GUALD
<br />—
<br />/ CURa and
<br />�PV0 GUT ER / �� 6400
<br />ISM z °kwP EXIST. �24"C 641 j�
<br />qJ'�'/
<br />(not in lode 1 � 46430- -- —
<br />�/ DRAIN GE 5a"
<br />EDGE of -
<br />PAVEMENT 0
<br />E 24" cN91 (nui �!'iNl�7
<br />n 41n D
<br />/� \ G TE AST R PL Y� itx15TING 54 "CMP 1.
<br />AAO
<br />-154 CMP per DRAINAGE
<br />D / MASTER PLAN)
<br />CP % % \ � J / QIo z 46. 7 c f s
<br />/�) 1 /
<br />025 = 57.0 cfs
<br />/ P i�j ( \ \J / / / I Oloo = 79.2 cfs
<br />�\ 1' 1LI11G )1G, I
<br />E %19TIN0
<br />PLAT BK.M -3 PG. 40 -_� /// ��✓/ '—,� \
<br />Q' �% �\ P C �•�I /BERIL17J6J / / /
<br />FOUND BRASS 50
<br />2 4 CAP -SE C. COR. a j/6 ` /� b°
<br />s j��7��/Tc %�
<br />Ific
<br />3 6A20
<br />27 / // / God %�� _ 2 �✓
<br />20 0 NO BUILDING AREA /
<br />---- - - - - --
<br />DR
<br />� � R�• I /ba /� '- � '� - (;+a►- mcfvded -in AIAA13E-
<br />_ MASTF�PL A N) - b ( J 1
<br />C b 540
<br />0/ / / �b° do-= 4`efs �b
<br />O ' - -_ '�.qR yEicy - - APR �M�R ,/ _ _ 636 d / % / / //� // /500 / /^— _ —
<br />1 U _ _ `�o /ice /
<br />21 �� Z RC'/Y CP =W
<br />O \
<br />f-'
<br />J / 65
<br />a
<br />- -- /�
<br />Q � / X60 OWNER FIRST FEDERAL OF MARYLAND, ET. AL.
<br />z 26 \ � _ ��- // /� —J / J �/ l (— 6500 _ �_ . J� /� �C // i 51�� �ER �� \ Z � � i � �6s7`
<br />22 \ / tl — \ v ;' % \ —_ '6580
<br />g A /`� / V �— — �_ 660011
<br />A G 1-1 T ., r I 1• c �) , A \ / / / / 6610
<br />i �fjR1a1N /- 6540 - -- \ _
<br />PLAT BK. \W -3,PG. 86 �� /__6550�� —� \ �/ - - �/ 7 t�� / /� \� / o_�—
<br />9,500E 6630
<br />li / //l Q� -�\\ �-_— �,
<br />23 25 \\ l / /�� / /�/ �� \ \� 656 / / '� \ / �7gIa1/ / /� 6640- -�
<br />/65/�/��^ \ mil_ —�` / r -.'/ / // ��� —� 6650
<br />24 ��� �i / / ` I I �� �O�l /��-- QDS °\� �/ � —�\ 1 —_ /� �! j/` —6660 �\
<br />66Bo
<br />14 / NG ABED / / ( , / / /��� /� _\ o/ / / / �EI(hP)
<br />PRROPCSS�21 CMP� / �- 6690 --
<br />/// ' �C� INS l � / -- - ---not iDe4f d� ir�RAINA9L
<br />�� L /���� /,6630 -- / /// 'C�— t: MA IT L )
<br />/ /bb� bbSbbl0gOb0, b/�/— ///- 6640�� � /� /� ) �� �- 'j �_--- �QEB�4 -f cfs,/ / 6700
<br />I� loo -
<br />b� / /,b / / bb b bb/ �� / —6650 //% i /1 —�\ \ / HR 4 I, i- �� �6 i"fs /
<br />b bb4P 0o/ / �/ �/ ' / / / / / , _ �PgO�E D 30 C MR /
<br />b / P _ 6660 �/ / i I1 / —6710
<br />/� O / / �i / /f y✓ \� (30 Glvif er DRR� ��_� /
<br />�` 6b PLAId����
<br />C \ (\ ( T A / / / f. ✓ / --, �C{ 30 c-fa- - 6720 - -
<br />_ bBO \\ 37.9 cfs
<br />TRACT" B" —� N\\ \ ?� / 9� —` �+19°�54.7—cfs / \
<br />PRESERVATION AREA 1 I / / I �� / W J/ / ��— \�\��_ ���` /6730
<br />6740
<br />9,000 E y0
<br />b V / / _�O WNER - \\
<br />� / 0 /Y /� �, FIRST FEDEF�4L
<br />0110 / +\
<br />(/ 1 \ AL
<br />/61145
<br />C, \ //
<br />/ f
<br />/// / 6830
<br />9,500 E
<br />1 i I i ' / /� J I✓ / - CIT 'OF_ C ORADO P S - -- - --
<br />ESL PASO C O TY \ \� / � / / �-� �
<br />SE
<br />veoAll
<br />ON tilt'/ftAi
<br />I qF� M /HF�
<br />/FIST FED&FIAL OFi RYU\D
<br />r� OWNERSHIPS SHOWN ARE FROM CURRENT
<br />/ �,/ / I \ ASSESSOR'S RECORDS.
<br />EA
<br />NOTES
<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 910 FIELD
<br />LOCATED ORIGINAL MAPPING CONTROL. DATUM IS U.S.G.S.
<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 />IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
<br />22971
<br />�
<br />t
<br />r�
<br />1
<br />I
<br />1
<br />lgtiF�
<br />CEDAR HEIGHT,
<br />RAJMPART HEIGHT
<br />SUBDIVI SION
<br />0
<br />0
<br />o_
<br />0
<br />m
<br />OWNER: CITY OF COLORADO SPRINGS
<br />ACTUAL LOCA
<br />24" CMP
<br />EXIST CURB
<br />and GUTTER
<br />PROPOSED 24 "CMP' O\ /
<br />PER DRAINAGE MASTE A
<br />PLAN (not INSTALLED IN .( \b 6
<br />THIS LOCATION) CD\
<br />SHOWN AS / 111 C POPQ J by 30 / AO
<br />It
<br />EXIST
<br />CONC,
<br />_ —
<br />\�
<br />p',, 30 "CMP / o P T�0.
<br />-+ 10, SOP E (LOCA�yON OF SIZE \\
<br />�/ CHANGGE UNKNOWN)
<br />and GLNTER
<br />GUALD
<br />—
<br />/ CURa and
<br />�PV0 GUT ER / �� 6400
<br />ISM z °kwP EXIST. �24"C 641 j�
<br />qJ'�'/
<br />(not in lode 1 � 46430- -- —
<br />�/ DRAIN GE 5a"
<br />EDGE of -
<br />PAVEMENT 0
<br />E 24" cN91 (nui �!'iNl�7
<br />n 41n D
<br />/� \ G TE AST R PL Y� itx15TING 54 "CMP 1.
<br />AAO
<br />-154 CMP per DRAINAGE
<br />D / MASTER PLAN)
<br />CP % % \ � J / QIo z 46. 7 c f s
<br />/�) 1 /
<br />025 = 57.0 cfs
<br />/ P i�j ( \ \J / / / I Oloo = 79.2 cfs
<br />�\ 1' 1LI11G )1G, I
<br />E %19TIN0
<br />PLAT BK.M -3 PG. 40 -_� /// ��✓/ '—,� \
<br />Q' �% �\ P C �•�I /BERIL17J6J / / /
<br />FOUND BRASS 50
<br />2 4 CAP -SE C. COR. a j/6 ` /� b°
<br />s j��7��/Tc %�
<br />Ific
<br />3 6A20
<br />27 / // / God %�� _ 2 �✓
<br />20 0 NO BUILDING AREA /
<br />---- - - - - --
<br />DR
<br />� � R�• I /ba /� '- � '� - (;+a►- mcfvded -in AIAA13E-
<br />_ MASTF�PL A N) - b ( J 1
<br />C b 540
<br />0/ / / �b° do-= 4`efs �b
<br />O ' - -_ '�.qR yEicy - - APR �M�R ,/ _ _ 636 d / % / / //� // /500 / /^— _ —
<br />1 U _ _ `�o /ice /
<br />21 �� Z RC'/Y CP =W
<br />O \
<br />f-'
<br />J / 65
<br />a
<br />- -- /�
<br />Q � / X60 OWNER FIRST FEDERAL OF MARYLAND, ET. AL.
<br />z 26 \ � _ ��- // /� —J / J �/ l (— 6500 _ �_ . J� /� �C // i 51�� �ER �� \ Z � � i � �6s7`
<br />22 \ / tl — \ v ;' % \ —_ '6580
<br />g A /`� / V �— — �_ 660011
<br />A G 1-1 T ., r I 1• c �) , A \ / / / / 6610
<br />i �fjR1a1N /- 6540 - -- \ _
<br />PLAT BK. \W -3,PG. 86 �� /__6550�� —� \ �/ - - �/ 7 t�� / /� \� / o_�—
<br />9,500E 6630
<br />li / //l Q� -�\\ �-_— �,
<br />23 25 \\ l / /�� / /�/ �� \ \� 656 / / '� \ / �7gIa1/ / /� 6640- -�
<br />/65/�/��^ \ mil_ —�` / r -.'/ / // ��� —� 6650
<br />24 ��� �i / / ` I I �� �O�l /��-- QDS °\� �/ � —�\ 1 —_ /� �! j/` —6660 �\
<br />66Bo
<br />14 / NG ABED / / ( , / / /��� /� _\ o/ / / / �EI(hP)
<br />PRROPCSS�21 CMP� / �- 6690 --
<br />/// ' �C� INS l � / -- - ---not iDe4f d� ir�RAINA9L
<br />�� L /���� /,6630 -- / /// 'C�— t: MA IT L )
<br />/ /bb� bbSbbl0gOb0, b/�/— ///- 6640�� � /� /� ) �� �- 'j �_--- �QEB�4 -f cfs,/ / 6700
<br />I� loo -
<br />b� / /,b / / bb b bb/ �� / —6650 //% i /1 —�\ \ / HR 4 I, i- �� �6 i"fs /
<br />b bb4P 0o/ / �/ �/ ' / / / / / , _ �PgO�E D 30 C MR /
<br />b / P _ 6660 �/ / i I1 / —6710
<br />/� O / / �i / /f y✓ \� (30 Glvif er DRR� ��_� /
<br />�` 6b PLAId����
<br />C \ (\ ( T A / / / f. ✓ / --, �C{ 30 c-fa- - 6720 - -
<br />_ bBO \\ 37.9 cfs
<br />TRACT" B" —� N\\ \ ?� / 9� —` �+19°�54.7—cfs / \
<br />PRESERVATION AREA 1 I / / I �� / W J/ / ��— \�\��_ ���` /6730
<br />6740
<br />9,000 E y0
<br />b V / / _�O WNER - \\
<br />� / 0 /Y /� �, FIRST FEDEF�4L
<br />0110 / +\
<br />(/ 1 \ AL
<br />/61145
<br />C, \ //
<br />/ f
<br />/// / 6830
<br />9,500 E
<br />1 i I i ' / /� J I✓ / - CIT 'OF_ C ORADO P S - -- - --
<br />ESL PASO C O TY \ \� / � / / �-� �
<br />SE
<br />veoAll
<br />ON tilt'/ftAi
<br />I qF� M /HF�
<br />/FIST FED&FIAL OFi RYU\D
<br />r� OWNERSHIPS SHOWN ARE FROM CURRENT
<br />/ �,/ / I \ ASSESSOR'S RECORDS.
<br />EA
<br />NOTES
<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 910 FIELD
<br />LOCATED ORIGINAL MAPPING CONTROL. DATUM IS U.S.G.S.
<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 />IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
<br />22971
<br />1Q
<br />11-17 -89
<br />REVISE LIMITS of DISTURBANCE -AREAS S 64
<br />PER FIELD INSPECTION
<br />ROO- TLW -C1!
<br />No,
<br />I 0A71
<br />I REVIBgM
<br />w
<br />"a"°°`
<br />a
<br />CORRECTIVE ACTION PLAN
<br />_
<br />SNYDER QUARRY ACCESS ROAD
<br />CORRECTIVE ACTION PLAN (CAP)
<br />Obering, Wurth & Associates
<br />Consulting Civil Engineers
<br />Registered Land Surveyors
<br />1015 E141bn Drive
<br />Colorado Springs. Colorado 80907
<br />Phone (7191 531 -6200
<br />""" 1 °= = 100' '
<br />lot-
<br />OCT 1989
<br />CMB -TLW
<br />o.a
<br />RGO -TLW
<br />89002.003
<br />% OF-2- Mtt
<br />
|