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HomeMy WebLinkAboutBasin Maps - The Grove SEC 4 PIPE SIZING(D Z N U) W n IZI- w w O ry cD 0 N 0 N m U � N C Q � � o � � L U d CL m M 1` Lo N o �i 4 m o 0 �N N 0 0 N N �j 1-N LO L L 66 :�i � CID a) - CID E-a� Zama) = c m c �Ju �u o m c� cn m m u� c7 m C7 O � Z 0 727 C73 ��, 2'TF.MP. � j - 800A BERM �� Basin #831 55 IF 756_ 756 _ 0.5 AC.TIMI x I_--x 155' L.F. 6" SSD - �X - -135' L.F. 6" S D X x 7 74 2 BERM 1756.6 756.7 756.7 756.6 756.E 756 fl Basin #8 4 59 O 832 864 0.44A . TOC-6.8 83� 757.1 756.3 864 757.1 864A �4A U Q35 a, MLAG=757.4 v,/- 79 MLAG=757.4 v I� W��C�i� LJ N N / VV, N =0.5 FUTURE SECTIONS �57.5 835 69175� o g FUTURE45 �^� FUTURE37 _ a 757.7 a a 757.6 a a, z N 757.1 757.6 T �� TI s7.1 7s7s FURJR EC 16NS FUTURE SECTIONS 755 = 756.5 121 L.F. SWALE @ 1.00% 80 E @ 1.00% 80 L.F. SWALF L.F.. A 00 0 40Ba8j 11#835 [757 757. ] F567 I' asin `8 ��i - T 4B[757.01 7 6.5 sa E.E MLA 758.1 MLA 758.1 0.41 758.1 MLA 758.0.41 AC MLA 758.1 MLA 758. C. salves THE 05 OVE SE TION 2 r 1 C=0.58 C=0.58 C=0.58 �a 12-� 36 ` 0o v, oo t : cv, - - 46 n 3 ! N TOC=16.4 100 a, 757.7 Q 757.6 ToC=7.3 ToC=8. n 11PP=758.0 8 4 30' -B 1` u1 MFF=758b a � � a. v, 758.3 � � U^ a �"? 757.7 S w g 758 758.9 758.9 758.8 758.7 758.E ���-5 6 - 1 75 IT, ¢ J ¢ (� a o 1 MFF 5 6 MFF 59.6 MFF 59.6 MFF 59.0 MFF 59.0 MFF 59.0 47 a _ a 35 MLAG7 MLAG 7 8.3 MLAG 7 8.3 LAG 7 8.3 MLAG 7 8.1 MLAG 7 8.1758.3. 757.6 c cv .1 oo MFF-758.6 MFF-758.8757.4 * * ono ono onon�II76m * PI KETT PLA E PI KETT PLA E - 755.9 + C C 2 C C 823 70 _ 75 .60 7 6.88 757.48 ui 75 66 W 757.57 PRI`%AZ'E+ 757.27 757.08 757. 0 75738 757.E 757.60 757.34 PRI`%AT'�+ 757.04 756.92 _ PLA, 757.29 5 .' - -^� ^ �� 48 ° 34 E + a ( - u+so 758.3 a a 757. 6 -.-. - J io - _ MFF-759.3 756. 0 OGR .CH ' 0+50 0 1+00 1+50 2+50 HP 3+00 3+50 +00 4 I 5+00 - -- + -- m.� m,� - - �, �� 0o m �''O M 0+13.00 V' 0+ .23 1+91.0 2+96. 4+ 44 7�7.�5 r{ 0BID r o > 758.2 755.6 _ J .� --- c�7 Iw-' 2 tn7 w Q QQ' 758.3 49 ' _ 7 - O a a O W 65 C. - 3 a 33 Z R' 0.70 C. _LIM 757.6 822 -+ MFp8s9.1 MFF-758.3 x a6 slit #827 -, M �.�.6 MLAG=768.3 _� o 7 X B SI" �G 7 '� MLAG 7 8.3 =q 3 LAG 7 8.3 MLAG 7 8.1 w N > + a 756.5 94 Ac. ToC= 2.9 -- r =0.62 756.7 _ 7s M o =12.9 �; a = 56] z ¢ =8.4 M o so 32 r `' 757. O "" c7 7 .9 ` 758.9 ` 758.9 `" 7 .5 758.5 ° 758.5 MFF= 758.3 a 757.6 C/� �+ In 29 lii w c.7 LO w ¢' 06 � Y o MFF=7%7 < 2 MIT=758.3 I• 55 5 1 .E. MFF 59.6 MFF 759.E MFF 759.6 MFF 59.2 MFF 59.2 MFF 59.2 -I �- d - o H tROVE SECfOI - [756 756.4 757t so s MLAG 58.7 MLAG 58.-7 58.7 _ _ -a _ 7 756.3 755.4 THE - EVE ECT 7 - - �, N i R7 30 R� O + sly TION 4 - - - 757.6 N n 31 Ex830 Ex8 755.2 Ex828 - _ _ - -- 51 757.1 57 L.F. SWALE @ 1.50 % '^ MFF=758.0 + /-^ 756.8 T�, VE SECTION 3A L.F.SWALE( LOONM ~-1� �iv� #�33�i � GROVE SE�UT�' 6, r- � 757.7 Q � cv �� / 11 --I - P6 asin _ t� � 7I W MFF=758.7 �\ ci n o �i �b' 1 1 v'� ,^ aL.a 4 r2 �� III t ��� .50 pp,,. II t 2 Ac- o� �'S7.3 68 (830 2h 8 a 756.3 755, - 5�3��- 3( i�i 58., �dL3 'U R'3758.7 1LAG 5 . N1LAG758.7 NI -LAG ^ -+ �� - >< o C=0.57 -0.57 m =18.2 w w E8 1 oC=9.5 z 30 --N 84 '2 757.1 75:_ 759.0 75!�.O -0 757.8 801 �61=75T8 in c in '- I MFF 759.3 MFF "759.3 MFF 759.3 MFF-7�8 2 v2 �7571 716-611 ¢ MIT �'.8 ? Q EX. z o [��s.o 6 - 6�]; a j _ MLAG7'i8,4 ML?ER`.BSIn #$ MLAG _ 7 LAG=75s.1 ��-� m 801m 0 0 (724 ii.R,- - �n - v�, vi �77 �n �3' LJ u�i u�i 29 0.61 Ac. , �� --- - I 53 + -- - / � -- ------ 756.E - - / 757.2 a a MFF=757.8--7 iC=0,67- :; ., a a N 5 5 -- % \ iS4U,L GI < 1 / 7 74 MrF=758.0 0 67 * \ �% ToC=12.3 _ 37- ��--� A U m1 FT1 I / �i -----� 563X 75 756.8 - f5l 1 - R 837 �,I y - - -\ vs9 75 68 75 . 84 57.18 757.52 75 .74 757.40 75 �� 7.52 �75-6 11 5 7 m� 0+50 0+00 �, -_ 50' 1_E.E. _- GRD1fi.� 0'. 1+�50 2+50 3+150 I �RI T�+ 5+ 0I o� " J 28 _ 30' iB o Ex �8 ,55.4 E # 43'n Ex862 +,� 38 �78 - fi00� 2+ so 5 4 7.26 7s6.46 MFF-75T8 a MFF-7757.8 , r�1 19 �iJJ7i _ R _R W z' - J o + l V _ ,E 838 756.8 1756.3 756.6 56� Ex839_ Basin # x C,S-- - n m o r_ StiIZ J 1 �J�� �.J - ICP. N y + C�.56 s a Ili -- IIII �@. Ex178 ToQ�15.2 - � L - - _- - - 55 1 0 sin #873 Ml MLAG "'S8.4 iLAG 758.4 TO 0 MLAG 758." LAG 758.2 756.8 27 / v�i oo MFF=757.3 Q Q 756.6 Q 3 55 AC. I� ^ --+� MFF=757.1 [� 69 50' R/W 756.4 7i5.9 756.3 O 756.8 7 55. 755. 756.4 6=�/ C=0.64 ,( --►�, 3E 1 , L - W Ac. ToC=16.9 _ _ 757.2 / - - " „60 75518 oo _-� 758_4 758. 4 x 758_1 7513.1' �_s-o' By [ �;: --Q MFF=758.z C 0.51 O O MFF 758.5 �� � MFF 758.9 MFF 758. DlF'F 758.9 MFF 758.7 v v� 1n MFF 758,7 I O� m m 75 .4 I` '^ -- A MLAG=756.3 6 26 To =16.0 J II Basin #867 ti, a U, I lop 1 � I 5 � 3 MFF 7 7.3 III - ' / I:.� { - --- --- I I' - --- -- _- - ' . M 756.4 756.3 �m s MLA 55.3 (72 v - - /� �U- - �i��� �u C. �I _ 722r o ,n V11 7n.2 iflFF=7i O --- Ac. �� ��_� MLAG=756.s 802 MLAG=756.1 08�t7 ooi Lor , "i�f - -- i --- --- - r ,, - z i iJ:1.7 722 -- ZLI - 755.9 75L5 - 756.2 - �, 75 T 756.5 756. Z .5 - 5.2 / 1 5.7 C- /-- - ' ToC �� / \ y\. L T - -'� ,757=756 14 _ _ - _-----__U U �_- 812 yU + 755. > 1--- 1�� �- _ A 754. 73 THE GROVE _ _ 754.1 `��_ 5.3 THE GROVE SECTION 867." i6.5 757. 3 75 .53 7 5.23 0 - -- o - - UI DRIVE ^- ANTIQU DRIVE _ a o - i s7.8 �:1- T � I .47L�JGE SEN 3i - �aS 'i7 4„50 - ' e 3; 57.., ,4.2 754.$ 1 754. 54. 75 10 4. 75 28 75 75 .03 754.09 4. �54.48�a, 755.15 co 755.48�2 755.82 75 .00 755.64 -Ill �6@75 38� 755.38$�03 5.04 80 i",',`34 75 0lilt FIX L757.7 754.. 8 „ 7.4 - - 2 SWALE .Sn% - - G V 0 0+111 111, 0 1+50 ''+1"j i /�1J 1 'S0 GRD.CHG. 3+00 i. 5 14 �' 0+ .6 t4 0 / -� + 74� • J 4 754 420 L.F. T ILE @ 1.03 % "' �RI�' 0+73 7 - 2+74.00 - 757.43 - - - - 90 L.F.12" R.C.P. @ 0.54% -- ^� _ o 4 756.43 7-- - _ ,�� �� 7 �_7 755.99 7 5.73 `�- C7 w - 757.79 755.93 755.49 7 5.23 - I ` s v = J u, u� 3� b V 0 U Q 1 _ 754 oC--18 5 C=0.65 IU n1f 58.5 758.5 756.57 755.8 6. 75_.8 755. 43s 754 75 ToC=1 .7 OF 0.1. Ac. 758.5 75 756.6 7559 755.3 EA77 C= . c 758.5 7s8.7 7s8.7 �� o TOC 16.1 57 3 e o �> 759.0 759.0 758.3 as1°O T 75 17 ''Aj p F 755. 75 .1 �` 184A 184B '183A 183B 182A 182B 66A 66B m 5.8 3' 7 55.2 755.2 755.E 755.6 756.5 756.5 Z 756.1 756.1 758 2 758.2 �. _ i 755.5 AFF 755.5 MFF 754.8 MFF 754.8 MFF 754.8 MFF 754.8 MFF 754.8 MFF 754.8 % X k mm 754 - 9' / 754.3 _ 753.4 WW ^ C. _ 759.0 7 99.0� �r "n - > -9 y Q 0. 4 p ��� ---- _ MLAG 4.3 MLAG754.3 MLAG 754.3 MLAG 754.3 '1V1 55.9 -I T MLAG:=757.2 MLAG=755.9 1 Y . h � 6 A � + III LEII'4 7 5.8 72 MF 756.5 1 55.2 57 A/B 7I ce �`?) 5 Ac. ! I\ 7cc•4 55.4'< o - 185 A/B -0.66 B �, �� 7515.6 68A 686 � 7 5.8 756.1 756.1 ��� g a C=20.4 MF1 756.5 = g MFF 756.4 MFF 756A � ^+ 755.0 m T MLAG 754.8 'U 754.0 754.8 O II ¢a 72 22 7 877 > Ex sin #876 1 -��2; 75 753'` m , _ � � n, Fn- POOL I 753.4 753.0 752 753.1 753.7 , .. L� 545a1:,. UUm I 871 5, Ac. 7 5.'I _ Imo.... - �69 �__ ,� --- -U�C - rt J ME :55.8 - m 758.2 __ �552 52, F5 31 753.09� 752.79 752.49 752.27 752.77 24 753.16 RC.P. @0.40% 753.55 753 4 753.62 - ` 0 j :i4.4 58 A/B 8 � .2 5 7g4.74 �59.24 a59.0 U x ± �O-12 HG. LGRD 'HQ +00 E1 0 2+00 GR H 3+00 ALA 4+00 GIRD HG. GRD.CHG.� 755.4 (97543 0 10 0+150 1+00 LT.P. H.P. 8 ;'6 ' T �4.3 17 7A ( ) O MFF -755.0 COVERED57 7.1.00 0- .45 2+3 21 4+72.0 Z 58 5] PATIO MFF .`i5.8 N 28' �_ 7. G 754.3 MLAG 754.3 MLAG 754.3 4.3 i56.7- 758.5 755."� 758 7561 N 178 � Q 1-- - _ 752.8 C-0. 5 -E__- - 7b8.3 7 8. 754.7 ? 3g -�� - _ TIC .9 758.2 758.2 aNA c7 U - - 7�4.2 W 1 aEO.26 Ac. - � 180B 180A 1ti1B 181A M 7 C=0.67 754.1 754.1 " 754.1 754.1 Q MFF ssToC=17.9 MFF 754.8 MFF 754.8 MFF 754.8 MFF 754.8 MFF 754.8 MFF 754.8 MFF 754.8 MFF 754.8 -U 757 a' 756.5 756. - 1 A ai 7 1 756- 53.7 MFF 55.F Ex TYPE 111 754.8 �k'ORCE MA 67A 67B 756.5 756.5 MFF 754.8 MFF 754.8 LMLAG754.3 MLAG 754.3 754.3 MFF 754.8 754.3 MFF 754.8 6 A 75 .8 ,,, MFF 56.5 � 61B 755.8 MFF 756.5 MLAG 75 .8 754.5 00 _� 754.0 55, 755,0_ U.5 ,a.�rz MLAG=754.5 A 60A ° + ae 00 755.8 o `�� 202 A/B 2 754.6 754.E MFF 756.5 - 7 -i 755.9 ..I i3.6 59 A/B n J42 E- vi �� MFF=756.5 �; N MFF 755.3 MFF 755.3 --- -- �- _ 755.0 a r --� MFP=755.0 756.1 60B x + r.; 755.8 �14 ' YP. M.E. MFF 75 I � �J 1� N I\'I _ ao MP, L.F. SW1j j 1 v2008043639 �4. 7 XR(1 1 T++€ GROVE S4 v� ON 4A �n �n v, `' �n ` GROVE SECTION 4A L - - ,;3 E GHUVVE S 8T01�1 2 ;3; - J"' -- 754 AMENITY AREA \ �I \� CHERRY CREEK BOULEVARD C E CREEK BOULEVARD THE M C VS SECTION 3 G,H,EpR4dFYATGREEK BOULEVAR - _ - o Ex870A �7VA� , 2 - +Ln mco I - R1 rK Rocl -r., I.Ro 1Rv OTHERS) x ( HERRY CPJEM� LEVARD n 10 � Ex879 � - Ex 7 8 1Ex25 2,1�-m/w 10 �Ex139 FX RACTNlVC4l � / 11Aj �--12_a L.F. 36" R. --0.011 GRAPHIC SCALE 50, 0 25' 50, ( IN FEET ) LEGEND BASIN BREAKLINE STORM SEWER PIPE cn z 0 W Of Y Q W Q W 0 CP' CV N � W 01 cr, Lq O 01 Z n J Z NM Q � X ujLLcn 1� J N cn O M ai a � W � L O ®0 Q z Q z U � U z U 0 0 U W o U m � z W � U U Q U U U z z U U U U U U W El- - W U U U (1 �L C 0 � W � Q U C) -- LLJ Q , DRAWN BY: CRV CHECKED BY BMB SHEET NO S & A JOB NO. 55115PYT-S4