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Home My WebLink About05050009.45 I �\ , I �I TC =B 0.91' `� / ) 2 I (W �= 885.69' / �. ` IE =88� 4 IE 2 RCP / / 24' o 2' TC =890.8 ) 53' IE 24" RCP (E. -88 °�'. 4 RC IE 24 - � (W. 1 , i ■1 i-.. - _:� _ - _ _.__ _., _ - - -- ,, -. ,, 4, , 3x7 BOX CULV RT I 89, - - i I CONC. CULVERT =878.93 L V F N I � � I 2 INV. ELEV. 885.00 -_ \ m acn I w —w w w w __._)k w w --w - "'_l'" w _- w -w - --- w w w _- -w - m f 3 w w = -w w _ _ - - -E - -.E - _'E E I / -E / C3a - - E - - E - - - E - - E - - E - -�c - Eerc -- �- -Brc arc BTC 13Tc �src I dso.35% 1 _ _ _ E - - E - - E - rC - E BTC BTC arc ( , 5 t, / 3 T - 3 -- 3 -- erc B BTC B 5 1 c W_ I — - -- - src Brc BTC ; BTC s- - - -src m = .31' to ` m TC 8�8 ! / FM 2 "FM 2 "FM 2 "FAQ TC= 887.98' _ IE 24° RCP, (E.)= 884.12' ., . ✓ �2 . / '*�- 1 GRINDER PUMP STATION N0. 2 ', IE 24 RCP (E_)= 884.28' I ae 5 IE 24° RCP (W.)�884.12' I IE= 883.98 _ .• �- I _ _� _ — J _ EC BE Bcc— �� 124 RCR \ / - - I 509 C 8 wm I 0 BEC BECK, - BEC BEC BEC BEC__-_ _. BEC BEC — ��--BEC BE I I I , (\ __- - _ _- - -- _ _ - an ______.. __ .__ _._, ELECTRIC \ \ I FFE 889.00 f - - / HAND W � , I ELECT HAND RH / G G ` i Li 1 STY. HSE. F.F.E.= 891.14 / BFG ' BEC BECr BEC' IE-873.64 ,,.�'" aa7 -_`- / BEC BEC BEC 03':7, - - - - I El BEC C�---- �BECf- -G -- / I - -F-_c1 Fb 8`/9.80 ,. � �■ G 80�"�,... uj _ - � _ - ass � I 24� mily �1. I G \ 12 \ o �rc ;---- ---+er I W Y \ \ \ \ \ \ 881.00 / G / T.B.M. # \ Lo X 4 I _ - ' kill ri \ \ � \ � � / ;• /, " '; Ii { tip Iii Iii I C 889.5 a a_o fj \ � -+�OL ELEVATION a _ r \ f' \ i I - d LLJ 71 881 al / G / o\ \ \ \ ` ``. df �.. - -- 745 /- '�-_ 880 \� \oo - _' 1pIV. ELE11 5.� WOODS LjNE i0 BE pDJU EO I \� \� 10' WIDE ENCY AS NEEDED FOR CONTOURING \` \ SPILLWAY (SEE S7 -68) tit c:i , L \, 1 --� -- 000 4,�4 -`�__ - — 817 --- ---, \ , /,• bo --- - _ :� -_ �° _; \ S� CORNEA, SW 1/4 S 1/2, SW f/4 \ _ -- -_ •� \ 1 SEQ. 3, TI 8N) R3E �f � 3 3 T 18 3 E �` � VAU L�I \ __ _--- -- - \ -- _ - \ \ I � C. N, R \ __ MATER — - c ROXIMATE LO ION -L I - -w ----- -----w� } ' X �j' I I ZQb4_ NE �J V � 1 / 4, SEC . 3 3 -18 � :��\ \~� \ , ELEV.873.61 ST N E W C U T "X „ E WATER N �t \ �9 X _ \ \ - y _ ---- - ----- - a -- - -- 000 coo 000 000 „... _ � .J., oq9. .. .. cno _ - � � r `..T � 0 U _CMP __ ___ - 1 t 1 00 _ x TEL MANHOLE - MAWOLE 1 U TC= 889.12 03 U TC= 887.41 116TH STREET aa3 p7po • W O O z m W c� z () W NOTE: 1. TOPO SURVEY & INFORMATION PROVIDED BY SCHNEIDER CORP. 2. WETLAND INFORMATION IS BASED ON DESIGN DATA PROVIDED BY J.F. NEW & ASSOC DATED 08 -01 -02 3. TOPOGRAPHIC INFORMATION ALONG PROPOSED ROADWAY BASED ON DESIGN GRADES PREPARED BY PAUL I. CRIPE FOR THE COXHALL MASS GRADING PROJECT. DATED 05 -06 -03 UTILITY PLAN LEGEND PROPOSED CONSTRUCTION SANITARY SEWER SANITARY MANHOLE SANITARY LINE STORM SEWER CURB INLETS STORM SEWER INLETS STORM MANHOLE END SECTION STORM SEWER INVERT ELEVATION INV. LLL.. WATER GATE VALVE D4 WATER LINE 81v 81v 8 "w IRRIGATION LINE IRR —IRR —IRR ELECTRIC BURIED PRIMARY ELECTRIC E E BURIED SECONDARY ELECTRIC BEC BEC GAS / TELEPHONE STREET LIGHT E -_ GAS LINE G G BURIED TELEPHONE LINE - BTC BTC — BTC AND FIBER OPTIC LINE GENERAL DEMOLITION PLAN NOTES 1. THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO BEGINNING EXCAVATION OPERATIONS. 2. THE CONTRACTOR SHALL COORDINATE ALL WORK ASSOCIATED WITH THE REMOVAL, RELOCATION, AND DEMOLITION OF EXISTING UTILITIES WITH THE RESPECTIVE UTILITY COMPANY. 3. ALL DEMOLISHED MATERIAL TO BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED, AND SHALL BE LEGALLY DISPOSED OF OFF -SITE. 4. MAINTAIN PROPER DRAINAGE IN DEMOLITION AREAS. PROPOSED DEMOLITION LEGEND EXISTING TO BE DEMOLISHED �• •� CONSTRUCTION LIMITS KEY NOTE DESCRIPTION EXISTING FEATURES LEGEND l SANITARY SEWER & MANHOLE 0 POWER POLE 2LF OF EXISTING ASPHALT PAVEMENT AND CURB TO -"` S OREMT &SEWER; END SECTION, C---- GUY WIRE REMOVE AND RELOCATE EXISTING GAS MAIN MARKERS, MONUMENTS, G GAS LINE A, TELEPHONE RISER OREMOVE/ REGRADE ROADSIDE DITCH [w]-- WATER LINE L 0 UTILITY RISER; ELEC. & CTV OADJUST ON SHEETS C301 -C302. CONTRACTOR TO FIELD VERIFY ELEVATIONS [E] ELECTRIC LINE (AERIAL) ET� ELECTRIC TRANSFORMER [T] TELEPHONE LINE (AERIAL) 4 , -STREET LIGHT 1 N [CN] CABLE TELEVISION (AERIAL) LIGHT POLE BTC BURIED TELE. CABLE © TRAFFIC SIGNAL CONC. CULV j ! FL INV. =87 ' BEC BURIED ELEC. CABLE 4a FIRE HYDRANT - FENCE LINE (FNC) k ck VALVE; GAS & WATER (� BCTV BURIED CABLE TV - STREET SIGN - -I - -I - GUARDRAIL ® ELECTRIC MANHOLE D. DEED DIMENSION ® TELEPHONE MANHOLE M. MEASURED DIMENSION SEWER CLEANOUT P. PLAT DIMENSION 10 WATER METER R. RADIUS 'o GAS METER L. ARC LENGTH WO ELECTRIC METER FND. FOUND 0 MAILBOX ® SPRINKLER HEAD O DENOTES A 5/8" DIA. REBAR WITH YELLOW 1L1 PLASTIC CAP SET. CAP STAMPED °P.I. CRIPE, INC." UNLESS OTHERWISE NOTED. x�p� SPOT GRADE TC TOP OF CASTING ELEVATION 885 - - EXISTING CONTOUR IE INVERT ELEVATION aa3 p7po • W O O z m W c� z () W NOTE: 1. TOPO SURVEY & INFORMATION PROVIDED BY SCHNEIDER CORP. 2. WETLAND INFORMATION IS BASED ON DESIGN DATA PROVIDED BY J.F. NEW & ASSOC DATED 08 -01 -02 3. TOPOGRAPHIC INFORMATION ALONG PROPOSED ROADWAY BASED ON DESIGN GRADES PREPARED BY PAUL I. CRIPE FOR THE COXHALL MASS GRADING PROJECT. DATED 05 -06 -03 UTILITY PLAN LEGEND PROPOSED CONSTRUCTION SANITARY SEWER SANITARY MANHOLE SANITARY LINE STORM SEWER CURB INLETS STORM SEWER INLETS STORM MANHOLE END SECTION STORM SEWER INVERT ELEVATION INV. LLL.. WATER GATE VALVE D4 WATER LINE 81v 81v 8 "w IRRIGATION LINE IRR —IRR —IRR ELECTRIC BURIED PRIMARY ELECTRIC E E BURIED SECONDARY ELECTRIC BEC BEC GAS / TELEPHONE STREET LIGHT E -_ GAS LINE G G BURIED TELEPHONE LINE - BTC BTC — BTC AND FIBER OPTIC LINE GENERAL DEMOLITION PLAN NOTES 1. THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO BEGINNING EXCAVATION OPERATIONS. 2. THE CONTRACTOR SHALL COORDINATE ALL WORK ASSOCIATED WITH THE REMOVAL, RELOCATION, AND DEMOLITION OF EXISTING UTILITIES WITH THE RESPECTIVE UTILITY COMPANY. 3. ALL DEMOLISHED MATERIAL TO BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED, AND SHALL BE LEGALLY DISPOSED OF OFF -SITE. 4. MAINTAIN PROPER DRAINAGE IN DEMOLITION AREAS. PROPOSED DEMOLITION LEGEND EXISTING TO BE DEMOLISHED �• •� CONSTRUCTION LIMITS KEY NOTE DESCRIPTION AND RELOCATE EXISTING POWER POLE, UTILITY LINES, OREMOVE AND GUY WIRES. COORDINATE WITH ELECTRIC, TELEPHONE, AND CABLE COMPANIES. 2LF OF EXISTING ASPHALT PAVEMENT AND CURB TO OSAWCUT EXPOSE A CLEAN EDGE. LEGALLY DISPOSE OF MATERIAL OFFSITE. REMOVE AND RELOCATE EXISTING GAS MAIN MARKERS, MONUMENTS, 3 AND OR SIGNS. COORDINATE WITH SHELL OIL COMPANY. OREMOVE/ REGRADE ROADSIDE DITCH TC ELEVATION OF CASTINGS TO THE TC ELEVATIONS ASSIGNED t OADJUST ON SHEETS C301 -C302. CONTRACTOR TO FIELD VERIFY ELEVATIONS AND CASTINGS OF STUCTURES, OADJUST CASTING OR ENTIRE STRUCTURE TO PROPOSED GRADING. SEE SHEETS C301 -C302 FOR PROPOSED GRADING IN THE AREA.