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VII WED .41ii2 - (CG[ It cr. ff] J }C W-.+_ W\w.a\lmTi-cormai - t\ YL a • I :t=:ABRRhii $g8iA°e^.2^+ 0181.7!ablak* 88988888 1;40 r 1.1.48 t:'t$dYzas aonasatn888 WiAU flit x.,. xspA x., tia x .r •n .2 pqr-.2=42-opt \•w\Ma-ma's\mo-spnt\41 so Y 44• EXISTING SWALE - 51_5 / 5140 EXISTING BUILDING (TO BE REMOVED) EXISTING BUILDING (TO BE REMOVED) EXISTING SWALE ( 5'Lx5'Wx1.5'T TYPE LI,,BURIED RIP RAP WITH BEDDING FILTER FABRIC (SEE RIP RAP DETAIL ON 15' FES / SHEET 3 OF THE SWAP) V 248'-15" ST AT 0.50% 20'Lx33'Wx2'T TYPE M BURIED RIP RAP WITH BEDDING & FILTER FABRIC (SEE EMERGENCY SPILLWAY DETAIL IN FINAL DRAINAGE REPORT) OWLET STRUCTURE (SEE FINAL DRAINAGE REPORT FCR DETAILS) MEET EXISTING GRADE (TYR.) i1 PROPOSED CHAIN- LINK --FEN-GE - - MEET EXISTING GRADE (TYP.) in COW= I 0Q© EXISTING GRAVEL ACCESS ROAD EXISTING OVERHEAD POWER LINE (TO BE REMOVED) PROPOSED WATER QUALITY AND DETENTION BASIN HWL = 5137.00 WQCV = 5133.90 TOP OF MICROPOOL = 5132.54 BOTTOM OF MICROPOOL = 5130.04 VOLUME REQUIRED = 0.94 ac —ft-' VOLUME PROVIDED = 1 19 ac —ft w 7'Lx7'Wx1.5'T TYPE L BURIED RIP RAP WITH BEDDING & FILTER FABRIC (SEE RIP RAP DETAIL ON SHEET 3 OF THE SWMP) 135.97 CHAIN LINK CCESS GATE 194'-12" P ST AT 2.00% 51aa PR.•. CAB TRENCH 'PROP. C1 "CABLE RE COMM. TOWER 69'-21" ST AT 0.50% 5'-12" PE"F AT 1.65 —5146 EXISTING CULVER (TO BE REMOVED) 75'-12" PERF. ST AT 1.87% PROPOSED CHAIN LINK FENCE 0 0 w - - - EXISTING TRANSMISSION LINE POLE MATCH EXISTING GRAVEL ELEVATIONS EXISTING UNDERGROUND POWER LINE MATCH EXISTING GRAVEL ELEVATIONS 5'Lx5'Wx1.5'T TYPE L BURIED RIP RAP WITH BEDDING & FILTER FABRIC (SEE RIP RAP DETAIL ON I SHEET 3-OF-THE-SWMP), ,514:;- ,, 15' FES CHAIN LINK ACCESS GATE MEET EXISTING GRADE (TYP.) EXISTING TRANSMISSION LINE POLE 5'Lx5'Wx1.5'T TYPE L BURIED RIP RAP WITH BEDDING & FILTER FABRIC (SEE RIP RAP DETAIL CA SHEET 3 OF THE SWMP) 15' FES 142. 54'---15t 5T AT 0.5D% 15' FES (—EXISTING CONTROL HOUSE 5145 1'1 EXISTING CONC. CABLE TRENCH x 1 EXLSTNG CHAIN LINK FENCE EXISTING POWER POLE EXISTING CHAIN LINK FENCE VARIES — —s1a5 PRE D ARED BY: Manhard 7442 South Tucson Way, Suite 190-A. Centennial. CO 80112 ph:303.706.0500 (x-303 7000400 manhard corn Civil Engineers • Surveyors • Water Resource Engineers • Water & Wastewater Engineers Construction Managers • Environmental Scientists • Landscape Architects • Planners [—• �. Si:r,. GRADING LEGEND 5145- 5144 45— �r� C • PROPOSED CONTOUR ELEVATION EXISTING CONTOUR ELEVATION • DIRECTION OF SHEET FLOW DIRECTION OF FLOW FOR DRAINAGE SWALE - STORM SEWER PIPE - PERFORATED UNDERDRAIN PIPE (SEE DETAIL BELOW) FLARED END SECTION PROPOSED GRAVEL AREA (3" CRUSHED ROCK ON 4" OF AGGREGATE BASE - SEE GEOTECHNICAL REPORT FOR DETAILS) GRADING NOTES; 1, CONTOURS SHOWN ON THIS PLAN ARE FINISHED GRADE CONTOURS. CONTRACTOR SHALL COORDINATE WITH TRI-STATE AND GRADE THE GRAVEL PAD AND GRAVEL ROADWAYS TO THE APPROPRIATE SUB -GRADE ELEVATIONS. 2. PROPOSED BMP LOCATIONS AND DETAILS FOR THIS SITE ARE INCLUDED IN 1HE STORMWATER MANAGEMENT PLAN (SWMP). 3. CONSTRUCTION DETAILS FOR THE POND OUTLET STRUCTURE AND PLAN & PROFILE SHEETS FOR THE PROPOSED CULVERTS ARE INCLUDED IN THE THE FINAL DRAINAGE REPORT. FLOODPLAIN NOTE: THIS SITE IS LOCATED OUTSIDE OF THE 100 -YEAR AND 500 -YEAR FLOODPLAIN UMITS. THE SITE IS LOCATED IN 'ZONE C" PER THE FEMA FLOOD INSURANCE RATE MAP, PANEL NUMBER 0802066 0980C. EXISTING BASE NEW CRUSHED MATERIAL AGGREGATE 2"-0" TYPICAL BURIED PERFORATED DRAIN PIPE DETAIL r7 2'-O" FOLD FABRIC OVER 7" MIN. BELOW FINISH SURFACE MIRAFI 160-N OR 170-N GEO-TEK FABRIC OR EQUAL PERFORATED SW -PVC GRAVITY SEWER PIPE INV. EL. VARIES SEE PLAN GRAPHIC SCALE 50 a 25 50 100 0 Reference Drawings REVISED PER WELD COUNTY COMMENTS Revision M.F. m a_ a Q. eL e co c Ca 1n s S 0 m N b in * M cv 2 i ERIE SUBSTATION EXPANSION -03 V7 ct Z er JZ a_ oo Ncp pz Qz Lj Z O O 0 Lu (-DO cc Lilt) a L. 0 C TRI-STATE m m N 7 Q C LcD p — CO▪ mLip M • X O — ≥ Ii I m 00co o o. CU ] m C a) Q Dwn: DDN Appd: KPB Dote: 04-15-09 Dote: 04-15-09 200 ( IN Fm ) 1 inch = 50 ft. 1 OF 2 t UST oH&HCG{l to (7-1\54/imi - PNNF P AR D BY: 4 RECTANGULAR NOTCH WATER QUALITY ORIFICE PLATE ELEV. = 5132.54 TOP OF BOX ELEV.=5135.75 W.Q. ELEV.=5134.20 V 4 STAINLESS STEEL WELL -SCREEN 130.04 SEE DETAIL B 6 0 A STEEL TRASH RACK GRATE (SEE DETAIL) BOTTOM ORIFICE & MICROPOOL ELEV. = 5132.54 130.04 1n O STEPS IN ACCORDANCE WITH AASHTO M 199 15" OUTLET PIPE CLOSE MESH GRATE (SEE CDOT DETAIL M-604-10) n -411 4.0' 0.67' ii�IfB1�i1CIi1#1■�Sf 111111111111111 IriIIn luuum 3" RECESS FOR GRATING I R B 14.63' REINFORCING STEEL (NO. 4 RE -EAR, 12" C -C EACH WAY) CONCRETE SHALL BE CLASS B (TYP.) 1 1/2" STANDARD STEEL PIPE SPACED 6" 0.C. awl a 1- I Sunamicuwelikaneflkli 19.8' REINFORCING STEEL (NO. 4 RE -BAR, 12" C -C EACH WAY) POND OUTLET STRUCTURE - PLAN VIEW N.T.S. TOP OF BERM = 5138.00 LOSE MESH GRATE (SEE COOT DETAIL M-604-10) HWL ELEV.=5137.00 REINFORCING STEEL (NO. 4 RE -BAR, 12" C -C EACH WAY) LI 1 5-YR HISTORIC RELEASE ORIFICE PLATE 15" OUTLET PIPE IN V.=5132.26 RECTANGULAR NOT (1.0' H xQs' W). STAINLESS STEEL - BOLTS CR INTERMITTENT, WELDS - SPACED an MEN, WELL SCREEN' (SEE • NOTE BELOW) REINFORCING STEEL (NO. 4 RE -BAR. 12" C -C EACH WAY) PROFILE VIEW SECTION A -A N.T.S. TOP OF BOX ELEV. = 5135.75 TOP OF NOTCH = 5135.20 W.Q. ELD/. = 5134.20 IAMETER OF HOLE =0.750" (5 rows x 1 column = 5 holes) LOWEST PERFORATION ELEV. = 5132.54 STRUCTURAL STEEL CHANNEL FORMED INTO CONCRETE, TO SPAN WIDTH OF STRUCTURE BOTTOM ELEV. = 5130.04 U.S. FILTER (OR EQUAL) STAINLESS STEEL WELL SCREEN WITH #93 VEE WIRE, 0.139" OPENINGS BETWEEN WIRES, #156 VEE SUPPORT RODS ON 0.75" 0.C. SPACING. RACK 3/8"x1.0" FLAT BAR WELDED CARBON STEEL FRAME. WELL SCREEN TO BE MOUNTED TO INLET USING STAINLESS STEEL HARDWARE & LOCKS. REINFORCING STEEL (NO. 4 RE -BAR, 12" C -C EACH VAY) NO. 93 STAINLESS STEEL (U.S. FILTERS OR EQUAL) WIRES 0.139" 0.090" BOTTOM OF MICROPOOL ELEV. = 5130 04 i[) STAINLESS STEEL SUPPORT BARS FLOW STRUCTURAL STEEL CHANNEL FORMED INTO CONCRETE, TO SPAN WIDTH OF STRUCTURE WELL -SCREEN FRAME ATTACHED TO CHANNEL BY INTERMITTENT WELDS 1/4" STEEL PERFORATED FLOW CONTROL PLATE FLOW WELL SCREEN PLAN VIEW - SECTION B -B N.T.S. 4' TOP OF BERM ELEV. 5138.00 CREST OF SPILLWAY ELEV. 5137.0 S DEEP CONCRETE CUT-OFF WALL (8" THICK) SPILLWAY DETAIL 25' TOP OF BERM ELEV. 5138.00 _ • 1 • 1'i 1 -11-11 lC IT, �,\!h/�t1�1��.Lp cV ��/ �1. •�I: r�•/I�//��/ �� I��II # II=11 .•i...-.•1..•ss,..�•s •T •t. \Sri, YJ� '4i�� /\•ei: �V. CREST OF SPILLWAY ELEV. 5137.0 RIPRAP ON SPILLWAY BURIED TYPE 'M' SOIL RIP RAP (2' DEEP) 6" TYPE II BEDDING EMERGENCY SPILLWAY DETAIL TSGERC 04-15-09 REINFORCING STEEL (NO. 4 RE -BAR, 9" C -C EACH WAY) INV. ELEV. = 5132.26 1.5"STANDARD 1.5" STEEL PIPE �Y V STEELPIPE .5" STANDARD STEEL PIPE 1/2"X5" BOLTS I_I "-1/2X5" BOLTS DETAIL B N.T.S. tl 11, II I( II II II II II )1 11 11 11 II II 11 I)_JI II fl 1 Manhard CONSULTINC 744? Sour Tucsun Way. Sure 1S0 -A, Centennial, CC 801'l2 ph:303.708 05017 N'303/08.0400 msnherd.com Civil Engineers • Surveyors • Water Resource Engineers • Water &Wastewater Engineers Construction Managers • Environmental Scientists • Landscape Architects - Planners 3/8"X6" SQUAREHEAD MACHINE BOLT W/ SQUARE NUT PROJECT 1" 1.5" STANDARD STEEL PIPE 2" U -BOLT 1/2"X6' SQUAREHEAD MACHINE BOLT W/ SQUARE NUT 5" STANDARD STEEL PIPE L 6"X4"X3/8"X8" LON 6"X4"X3/8"X6" LONG HWL ELEV. = 5137.00 STEEL GRATE CONNECTION DETAIL N.T.S. 0 1.5' x 1.5' OPENING IN CONCRETE WALL 15" OUTLET PIPE 4.8" DIA. 5 -YEAR ORIFICE 2.0' x 2.0' x 1/4" STAINLESS STEEL PLATE WITH 4.8" DIA. ORIFICE FOR 5 -YEAR FLOW CONTROL BOTTOM OF ORIFICE ELEV. = 5132.54 BOTTOM ELEV. = 5130.04 2-1/2"X1/2" STRAP co a, Reference Drawings L 0 Et k ti a. cc C 0 0 m n 6 m to ' t) a •- ° ERIE SUBSTATION EXPANSION POND OUTLET STRUCTURE O V7 z ~ I --U 0 zU oCr Wo k- Lt1 st (DU WO -) 0,1 Q cc V) ci a 0 U v z m 0 TRI-STATE 0 N °c HO 0 c c c 0 71- a" a, C m m Q1 N < a' 1.40 =mto 11J m r I X ^' o ,,, r O O rutt - .0 I O 0 .- 0 oa a)m v Own: MAL Appd: KPB Dote: 04-15-09 Date: 04-15-09 1 PROFILE VIEW - SECTION B -B N.T.S. PROFILE VIEW - SECTION D -D N.T.S. u , e --c. °. NC.'SNdX7 NouVls9ns 7187 31V15 -I81 Manhard NO/SN Vdx3 Nat Vi55,15 3183 flVis-Iai LI NOISNVdX3 NOll VISBOS 3183 31VIS-1111 .Dat LZ sJ • a': so: .i . t sit ........ow ,,.....,..w.,.,,.. in. inakier rrwrw.r. n ...w * •0 v. ' ..nol ,oa.t ...If „w 1119-tf.-Po£ MOO 01..M) ...XI '469411141:i I .-....•...,...�.�:....-. If a . !$!a I g # N o - r — M ...re — ORONO A .m.o. w ®,s ... r ..a/.1 . 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