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HomeMy WebLinkAboutB13-0552 B14-0032 REV11 Plans APPROVED � �i�, - -- . - I � . � . � ii ... N � �� -- I . � � li �Q i CAl�ii��e _�- �E � � � . � � � � � � . _ � P 0 IV� � � .� � � . . . . . . . . cs �,;;iL:�'��'�.v � ` �' � � � � D ❑ ��7.�� . . . . . . . NOTES.• � � . . . � . � \ 1. SURVEY BY EAGLE VfI LLEY SUR(/EYING, lIVC. . �P;1'�"6 g'�� � � � �>� ' .� �1� t o ��� P A R C E L C � � � � � � � � �j g � q 170• � ��� � �� �'� . � � � � � . ���1.6� _ p ������ JV� X x �150 �_ . . � � ' � . . � . u 1 �_3 i ,� ;:' 2x ?4 \ �1 79.8 � � I TW.Sb. . . � � � � _ ' . . _ , . I _ � � i :TX�.5028 � � g �.iG.7 X � c� I -�(1 T� . . p C��O� /���_\ 1 x VJL: 08 TW: 2 _ � .. . . I v _ . �� ,. o / �a� �, � � . . � . � \ . � / . ' �� � � x L'.47.U8 � . . 74 . � p � ��� � . . c,, . END 18 � � � . . . . . � �� � . o � HOPE PIPE� �� �b / . . . � Z;_ _�s � � . ! � W�F.E.S., �C-� . . . . U, � STA. 1f50.00 � . x W�:a .92 . . � � . . � . �; . . � . rn � INV. 8145.85 � � �� � � � X - 0 8 X � . � � � . � � � 0 � . . _ . . . � � � �. UNPLATTED � �°` h ;,. � �� . Tw:�;.z ���� ��,�i � � . � �. � o= � � � �b �� . X . . . . ��80 � R= o � TVV:592 � � ° . � � � �-64 . . . . � . . � . . . , . ��� � � � . L=1 �, A � � � rw:6�.o � . �� . C� . 30'4 "18'E � � � � T= � � �. 63.91 � � ����.��g ` � � � . . � � � . � '� � � � � '`���� BR � � � WL:48.5 _ . I64 � � . . C �-� � � � � � . � xiV�J �� `'��� 56 � : . �� � � \ ` � 7a � � �co. � \� _� . . . . . . . .�-� � XTW•.7 0 � � � . � � � \ �� � � T�P/BA � � � � � � RIMt,� 58.00 � � . . � � � � � � � � �J . NI� 154.00 � � � . / � . . . . . � � � � �� - � . ��� � '/` 52 ' I . . � � � X '�p_6� 33 . . . � � '•-. �. � . . � � . � WL_52.1� � . � �� . . . _ � �,/�u�� \ % �� . . �S��I � . . . 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TvJ;6� 0 X 63.22 � � � � : .� � � � . � m �, � PARCEL B � � . . �--==� . � � . � .� _ � .� .� � � : � � � . : 78 � . � �'��� � 28 L F. 18" HOPE � � . . � � � 50 L F. 78"�HD�E�, . � . o � � . � � � � � � � P H o N E � _ � � �� 76 � 81820 / . . � . � . / f � � � . . �� � - - � i - . - - -- . . �� � � . � � PED 81820 PROI/lDE SW.4LE WITH 3.•1 . p' � � � � � � � `�-- ---- -� . � . 78.75' ,� - � � / . � SIDE SLOPE,�' AND 12" � � N44` 49°W 31.Q0' � � � � � M/NIMUM DEPTH, PROI/lDE � . � `,� . N44°52'49��W 162.75' � : . . . . 6s �o � TV PED 050=12" RlP-RAP. CL CDOT TYPE 13 /NLET #2 � . \ � . � � � . . � � FILED LOCATION AND RlP-RAP STA. Of65.69 � . . . �� � ' , � � Abbreviations OUTFALL RlM EL. 8156.83 EXTENTS TO BE pROTECTION; 6 L F. lNV 8154.DO � R o C K DETERMIIVED BY EIVGINEER � W'A�� PRIOR TO CONSTUCTION. �'S CY �8�� HOPE PIPE p A�G. A�ERAGE OF 050=12" W/F.E.S. � 1.09 � � o 0 Leg e n d CL CEiVTERLINE � o�o INV. 8153.12 � h , N o N,� OR ORAIN °�' � � �W";.r;��o EG EXISTIIVG GRADE o 0 0 �o° O NEW SEWER/STORM ORAIN EX. EXISTING CONCRETE D/l/ERSION BOX � � I� m z� MANHOLE W/ RlM LOC,4TlON FG FlNISHED GRADE W I T H (2� C-1 0 C A N,4 L G A T E S & W,4 L K l N G G R A T E FL FLOWLIIVE S E E M A N U F A C T U R E R'S S P E C I F I C A T I O N S STONE DECK ,� GB GR,40E BREAK FOR INSTALLATION DETAILS 0 NEW FLARED EIVD SECTIOIV ADS INV. lNl/ERT STA. Of96.55 �/ ROCK WA�� �'�� CL CDOT TYPE C INLET #1 � � TOP OF GRATE EL 8157.61 � STA. 0+11.30 LF LINEAL FEET /NV 8153.72 LP LOW POl/VT PATIO OUTU�di RlM EL. 8160 (SEE SHEET 2 FOR DETAILS) � lNV OUT 8154.50 L O T � B L 0 C K 2 0 CDOT TYPE 13 /NLET MAX. MAXIMUM � � , Graphic Scale MIN. MlNIMUM / 0 5 t o 20 PROP. PROPERrr VAIL VILLAGE, SIXTH FILING SD STORM ORAIN BUILDING OUTLINE ' � CDOT TYPE C l/VLET SOMN STORM ORAIN MANHOLE - _ STA. STATION _ _ � In Feet: 1" = 10' 41199 HIGHWAY 6 & 24, EAGLE-VAIL P.O. BOX 1230 8170 . . . . . . . . .. . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8170 � 3 . . . . . . . . . . . . . . . . ^ . . . . . . . . . . . . . . � . . . . . . . . . . k h� . . . . . . . . � .o� . . . . . . . . . . m �� `r�°� . . . . . . . . Zo°� . . h � �.�ro 8165 : . . . . . . . �. . . . . . . . �. . . . . . . . � . . . . . . . . � . . . . . . � . . . . . . . . � . . . . . . . . � .p.Q� . �, . . � . . . . . . . . � . . . . . . . . � . . . . . . . . � . . . . . . . . � . . . . . . . . � . . . . . . . . � . . . . . . . . � . . . . . . v ��,� . . . . � . . . . : 8165 . . . . . . . . � v� W . . � . . . . PROVIDE 1' HIGH BERM, �u o.W o � / . . . . . . . . . , p� h . . W o . N . . � 2' TCJP WIOTH AROUND � �.�_/ . . � ^ ��� . . m�°� . � . . � INLET W/2:1 SIOE SLOPES � . . . . . . . . � ���� "'� � � . . . . . . . . . . Z c�o�o h : EXISTING � a�� . � � . . ��.^ . . � . . . O N�� � GRADE(EG) Q°, Z `° Qi o`° � .C�. oe��. . ��J . � rn.�'�. . � . . . . . . . . � . . . . . . o" . . � 8160 8160 : . . . . . . . :. . . . . . . . :. . . . . . . : . . . . . . . . : . . . . . . . . : . . . . . . . . : . . . . . . . . ���oZ . . . . . . . . . . . . c��� � . � � ��o . . ���, . . . . . . : . . . � __-_ . . . . . . . . . . : . . . . . . . . . . . . . - - - - - � � _� � ��� : FlNISHED �°� � / . . . . . . . . . . � . .�� Q�� GRADE (FG) c��W / . . . . �. . . . . � . . . . _� ��� / / ,� - � _-- - _ - � - � . . . . . . � . . . / . . . . . . . . 8155 : . . . . . . . . . . . . . . . . . . . . . . . . . . � /. . . . . . . . . . . . . . . . . . . . . . . � . . . . . . � . . . . . . . . � . . . � . . . . . . . . . . . . . : . . . . � . W. . .� . . . . � �50�L:F.� 9�"�HDPE� PIRE� @� �1.0� . . . 8155 � . . . . . . . . . . � � . . � . . 28 L.F. 18" f-10PE @ 1.0 q � � . . . . . . . •� � ��N . . . / . . . . . . . . . . . O� m� � . . . pN �� . . � . . . . . . . . . . . . o � � �+�o Q�� . . .� ��5�12 % . . . . . . o . . _�� ��� . . / � 18,�MDPE . . 6 L.F. 18" HOPE .PIPE . . . . . . . . . m'` 8950 : . . . . . . :. . . . . . . W�nW . . . . . . : . . . . . .j2. �..F: . . : . . . . . . . . : . . . . . . . . : . . . . . . INVF�B 53.�21.09". : . . . . . . . . : . . . . . . . . : . . . . . . . . : . . . . . . . . : . . . . . . . . : . . . . . . � . . . . . . : . . . . . . . : . . . . . . : 8950 � � . . / . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . � . . � ./ . . . . . . . . . . . . . . �; . . / � . . . . . . . . . . . . . . . . �, . . � . . . . . . . . . . . . . . . o . . . . . . . . . . . . . . . . . N � � 8145 : . . . . . . . _ _.� �. �. . . . . . . . � . . . . . . . . � . . . . . . . . � . . . . . . . . � . . . . . . . . � . . . . . . . . � . . . . . . . . � . . . . . . . . � . . . . . . . . . . . . . . . � . . . . . . . . � . . . . . . . . � . . . . . . . . � . . . . . . . . � . . . . . . . : . . . . . . : 8145 \ . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . � . . . INV. F.E.S. 8145.49 . . . . . . . . . . . . . . . �° . . . . . . . . . . . . . �, � � PRO�IDE SWAL E WI�TN 3.•1 SIDE SL OPES � � � � � � � � � � � � � � � 8140 : . . . . . �. . . . . . A.N.D. 12" .MINI.MUIuI�DEPrH, . . . . � . . . . . . . . � . . . . . . . . � . . . . . . . . � . . . . . . . . � . . . . . . . � . . . . . . . . � . . . . . . . . � . . . . . . . . � . . . . . . . . � . . . . . . . . � . . . . . . . . � . . . . . . . . � . . . . . . . : . . . . . . : 8140 � : : PROI/lDE 050=>2"�RlP-RAP. � : : : : : : : : : : : : : : � . . FlL ED L OCA TION AND EXTENTS TO. BE . . . . . . . . . . . . � . . DETERMINED BY ENGINEER PRIOR .TO CONSTUCTION. . . . . . . . . . . . . . o� �SCAL E.• . . . . . . . . . . . . . . . . . . � t �HORZ: 1'=10,. . . . . . . . . . . . . . . . . omeam� 09 e ..i�'ii,. ��� . � VER�.' ��=J`� . . . . . . . . . . . . . . . . a�� ����� � z. 0 8135 c� c� c� c� c� c� c� c� c� c� c� c� c� c� c� c� c� c� c� c� c� � � � � � � � � � � � � � � �-��Q �,�J�! �U � �U �l �U � �U �l �U � �U � �U �(�l� �LI �l �U � �U �l �U � �ll � �U � �U �l �U � �U � �U � �U � 3 .1 . ..�_j`- 4 � � � � � � � � d' � d' � � 'V � Q � Q � Q d' d' � d' � d' �D d' � � � Q d' � �y�!,� o �. � � � � Q � � Q � Q � � � � � ' � � d Q � � � � � � � � � � � � � � � 0 � � � •� . �- �r � �r o �r N � �r � � �n � � �o � �o � �o � �o � �o � �o �n oi � o� �o o � h o �,�,4,� �' � ^ � h ^ h h h h h h h h � h � h � h h � �o �o m a � �o N � N ^ N ^ � � N � � ^ � ^ � ^ N ^ N ^ N ^ � ^ � ^ � `� N ^ � � �'•n sa°�, � q� N 4� �j � oJ oJ oJ oJ a0 a0 a0 a0 00 a0 a0 °Q4m e�p° �\ 0 0 �� ; 1f60 1f50 1f40 1+30 1f20 1f10 1f00 Of90 0+80 Of70 0+60 Of50 0+40 Of30 0+20 Of90 0+00 -0+10 0 m "� � ^ � - � , # Revision Date By Job No. 2014-427.001 � � , Zekelman Residence O 3 Rev. 18" Pi pes, Swale, Add Conc. Diversion Box & Gates a7/28/15 DW D r a w n b y: D W � 0 2 Revised 18" Pipe, added Swale & Removed 6" C9Q0 Pipe Q2/19/15 DW � 463 Beaver Dam Road Plan & Profile Sheet Date: 07/21/2015 � 1 18 West Sixth Street, Suite 200 � Re��sed to �8" Pipe i i/i 3/i 4 ow � QC: RM PE: DC N Glenwood Springs, CO 81601 Vql�, Colorado �f 2 � 970.945.1004 www.sgm-inc.com Fj�e; PPSheet O 18" HOPE AD✓UST W,4LKlNG GRATE EXISTING CONC. AS REQUIRED AROUND STRUCTURE HAND WHEEL �36" /NSTALLED C-10 GATE ' FLARED END �, m e ANCHOR BOL T a a �.- a� . �_=�, �� � � SECTION a � �i a. ° STEM BRACKET � Q (SEE NOTE 3� GAL V. STEEL FRAME a , a a , � ' ° �- —_ --! --� � OR STEM BRACKET a � ��1���==iF�— � � :: ��t--�i�--�r i ��,i ��,ui�r�, � i , a a n � i -_� �, ;� 'a �� . i � I�T��I W,4TERMAN C—90 18'" HOPE `' �' � �� 1 18" HDPE ALL—THREAD �T��� � _—= CAN,4L GATES %.� BACKING NUT ° . �II� I %/_----- , ,, I v�i CONC. ANCHOR a NEW CONC. �. � STRUCTURE DETAIL A GAL V. STEM EXTENSION (SEE NOTE 3� aa � ` (LENGTH AS REQUIRED� � � � �. 2" THICK STEEL EXISTING CONC. a"� HAND PLACED MORTAR W,4LKlNG GRATE STRUCTURE J� WITH EPDXY 8„ 3, 8., ;. COATING �ryP� PLAIV I/lEW H,4ND PLACED , GALV. STEEL FRAME ° MORTAR ; ; (GUIDE RAIL� °� W,4 TERMAN C-10 a a .: (MlNIMUM HEIGHT� � STEEL STUB CANAL GATES CAN,4L GATE RING-�i� a , ° PRO l/lDE NON—RlSING STEM I� � � GAL V. STEEL��� °° ° ° ° SEATING RING " FRAME , ; ° (FRAME) �j MDUNTING NUT ; ; a ° � BACKING ALL—THREAD � � FACE OF GATE NUTS 2' �.,� BACKING NUT (COl/ER) __ �p• 3 2" THICK STEEL W,4LKlNG GRATE CONC. ANCHOR SIDES 6'i1�1/N. PROI//DE 2'X2" RECESS AT TOP OF W,4LL DETAIL B ° � aa a a a 2q 2q a 2 PROFILE I/lEW �� , a � aa TYPICAL WATERMAIV CAl1/,qL GATE lIVSTALLATION DETAIL � � NOTES.• NOT TO SCALE i— � � 18" HOPE Ga � 18'� HOPE 1. GATES SHALL BE WATERMAN C-10 FLATBACK CANAL GATES, GAL l/,4NlZED, WITH NON—RlSING STEM. ' � I 2. CANAL GATE SHALL NOT BE DISASSEMBLED FOR INSTALLATION. � � 3. MOUNTING BOLTS SHALL BE CAREFULLY CHECKED FOR SIZE, PRO✓ECTION, PERPENDICULAR AND HORIZONTAL � ° � � ALIGNMENTS PRIOR TO INSTALLATION. CANAL GATE SHALL NOT BE FORCED ONTO MISALIGNED BOLTS. � / �9 4. INSTALLATIONS ON EXISTING CONCRETE STRUCTURES OR INSTALLING NEW MOUNTING BOLTS, CONTRACTOR DITCH BTM_ WILL USE DETAILS A & B OR APPROI/ED EQUAL. FLARED END ^ " ° � . a 5. BEFORE THE MORTAR lS PLACED, THE CLEARANCE BETWEEN THE SEATING SURFACES SHALL BE CHECKED WITH SECTION �° � A FEELER GAUGE AND SHALL NOT EXCEED 0.003". 6. lF SEATING SURFACES EXCEED 0.003; THE GATE SH,4LL BE REMOI/ED, THE BACKING NUTS l/ERIFIED TO BE lN THE SAME l/ERTICAL PLANE, THE GATE W/LL BE REINSTALLED AND SEATING SURFACE CLEARANCE RECHECKED. 8" 3' 8" lF AFTER RECHECKING THE SEATING SURFACE STILL EXCEEDS 0.003", THE CONTRACTOR SHALL CONTACT THE DISTRICT AND AWAIT FURTHER INSTRUCTIONS 7. THE CONCRETE SHALL HAl/E A MlNIMUM COMPRESSII/E STRENGTH OF 3,000 PSI. ALL CEMENT SHALL BE TYPE ll PORTLAND, WITH A MlNIMUM OF 5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE. SECTIOIV A A DlI/ERSIDIV BOX DETAIL SCALE.• 1" = 2' � � .o � m c .o a m� � Q � N h 0 \ � \ � � � � a � � �o m O � � � 3 oaepe�oe�,� � �� �� � �, o ~�-�;�'o`��'�`,� `�--� o� �� W, �,! 4 � c �7" �' I � p�,�`�'�,�°�,�,`�'�� ° °�� °°na rad°�� O 0 �L N � O m � � ^ _ - # Revision Date By Job No. 2014-427.001 � 2� Zekelman Residence 3 Rev. 18" Pipes, Swale, Add Conc. Diversion Box & Gates a7/28/15 DW Drawn by: DW � Deta i I s Date: 07/21/2015 � 744 Horizon Court, Suite 250 463 Beaver Da m Road Va i l, Colorado QC: RM PE: DC 2 � Grand Junction, CO 81506 Of ' 970.245.2571 www.sgrn-inc.com FiI2: Deiail