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HomeMy WebLinkAboutPlan, Tentative APPLICANT 1/30/2020VICINITY MAP NO SCALE ZONING AND METRO PLAN DESIGNATION OF PROPERTIES WITHIN 100 FEET OF THE SITE PER SDC 35.040(1)(i): DIRECTION ZONING & METRO PLAN DESIGNATION NORTH MIXED USE COMMERCIAL SOUTH MIXED USE COMMERCIAL EAST MIXED USE COMMERCIAL WEST MIXED USE COMMERCIAL SHEET INDEX 1 SITE ASSESSMENT OF EXISTING CONDITIONS 2 SITE PLAN 3 GRADING PLAN I cr--'cNtn \ \ \ \o o o. -- -,462,5— — EXISTING MAJOR CONTOUR AND ELEVATION ..............--- `-."-- EXISTING MINOR CONTOUR AND ELEVATION EX. 12" S.D. _ EXISTING STORM DRAIN AND SIZE EX. 8" W. W. EXISTING WASTE WATER AND SIZE EX._ 8" W - EXISTING WATER LINE AND SIZE - - -5-YEAR TT--- EXISTING TIME OF TRAVEL LINES Z EXISTING SIGN EXISTING STREET LIGHT Y FIRE HYDRANT (� EXISTING WASTEWATER MANHOLE z EXISTING STORM DRAIN MANHOLE © EXISTING IRRIGATION BOX ❑ EXISTING AREA DRAIN � EXISTING POWER POLE EXISTING TREE W n NOTES - 1 . OTES:1. APPLICANT/OWNER: MERCURY DIME, LLC 2. APPLICANT'S REPRESENTATIVE: THE FAVREAU GROUP. 3750 NORWICH AVE., EUGENE, OR 97408, 541-683-7048. 3. 17-03-25-34 TAX LOT 3902 4. AREA OF DISTURBANCE = 42,900 SQUARE FEET. 5. PROPOSED RIGHT OF WAY = 0.0 ACRES 6. PROPOSED NEW IMPERVIOUS AREA - 0 SQUARE FEET. 7. THE PROPOSED DEVELOPMENT IS MIXED USE COMMERCIAL. 8. GROSS FLOOR AREA, PARKING AND LANDSCAPE AREA CALCULATIONS ARE SHOWN ON THE SITE PLAN. 9. ZONING AND COMPREHENSIVE PLAN LAND USE DESIGNATION: MIXED USE COMMERCIAL. 10. BENCHMARK: BC AT N EDGE AC 5' W OF STOP SIGN, NEC INTERSECTION "RWD BM 1964" ELEV. = 472.43 (NAVD 1988). 11. THE NEAREST FIRE HYDRANT ISLOCATED AT THE NORTH CORNER OF THE EXISTING BUILDING. 12. THERE ARE EXISTING TRANSIT FACILITIES ON CENTENNIAL BLVD., MOHAWK BLVD. AND OLYMPIC ST. ADJCENT TO THE SITE. SOIL TYPES. #32 COBURG URBAN LAND COMPLEX, SOIL GROUP C #2226A AWBRIG URBAN LAND COMPLEX, SOIL GROUP D #119 SALEM URBAN LAND COMPLEX, SOIL GROUP B FEMA THE SITE IS ZONE 'X' AS SHOWN ON FIRM COMMUNITY PANEL NO. 41039C1134 F, DATED 2 JUNE 1999. NO BASE FLOOD ELEVATION DETERMINED WELLHEAD PROTECTION SITE IS LOCATED WITHIN THE 2 YEAR AND 5 YEAR TIME .OF TRAVEL ZONE. E X I 1 I ;'\ \� ? (..I_1 ! C V ' � \ �;� as a � a ° /� f • � � A.. r j i { I• i so j i _ ..._. _ EX. ELECTRIC EX. 8° 0-3,'...... W T— -- \ cY GRAPHIC SCALE I? / I 30 60 120 r IN FEET _. ....; I / I L_._ 1 inch = 30 ft. '� 4 / s I I 10' EAS+NT i I I I I I I I I I l I I I I I I i I I I Y. I 1 I I , I I i I ro I WI I I I I I I MT S T. e i Y i z E X I 1 I ;'\ \� ? (..I_1 ! C V ' � \ �;� as a � a ° /� f • � � A.. r j i { I• i so j i _ ..._. _ EX. ELECTRIC EX. 8° 0-3,'...... W T— -- \ cY GRAPHIC SCALE I? / I 30 60 120 r IN FEET _. ....; I / I L_._ 1 inch = 30 ft. '� 4 / s I I 10' EAS+NT i I I I I I I I I I l I I I I I I i I I I Y. I 1 I I , I I i I ro I WI I I I I I I MT S T. e LL1 z Z ~ w z W v o � � z W_ w W n W C� z p � � o Q Q W n C ry ry r {n I� 0 O U J I- U n d-- N N 0 0 ►� O o- x W a Q Q � f- 0 x Q 0 c\I I C\l z Q I o 0 Q 0 0 Lu 0 cr_ 0 z Y au aCf) = o a Q z o z PO U Lu W m Ir 0 CL 00 V It Oz M _ CD (D D �-. w Li 't o � W Q <z 0o W �0 z o >z m W 0 o w U.J o ti LL ch CL W W Z U W /� z a PRpFFs 'S1$ P O GO J C.31,199y ��Q tipNYJ.�P� EXPIRES DEC. 31, 2021 SHEET 1 OF 3 DEDICATE RIGHT OF WAY AS NECESSARY TO CONTAIN ON SITE DRAINAGE SHALL PEDESTRIAN PATH FLOW ONTO PROPERTY I \Wa\_kkw w\O-\\\ 8" THICK 3500 PSI FIELD STRENGTH pROJEc\\oN of (4025 PSI LAB STRENGTH) 6.3 SACK PROPER\`t UNE MIX REINFORCED CONCRETE ON 2" OF F� A COMPACTED 3/4" MINUS CRUSHED ROCK dor S �O\�\G _\\Z%1�0m _VO P o CURBS\OE S\OEV�1A�\'� RAMP SLOPE �rVgC 5 M\N �r 12:1 TYPICAL 314 `\e M\N. 8" •\\\m GURER CURB k 6 24 F\ UAA - 35 V\ CVRR1 C\Y\ w\O\H A '\ F'\ WNA MUM <3`(P\CP,E> OF PROPERC`( L\\�\E SECTION A A 12:1 TYPICAL 50:1 MAX SLOPE 8" THICK 3500 PSI FIELD STRENGTH 5' MIN 5' MIN. (4025 PSI LAB STRENGTH) 6.3 SACK MIX REINFORCED CONCRETE 3/4" LIP ° . $. ' , a #4 REBAR - 12" ON CENTER aw °a • a BOTH WAYS PLACED 2"" .4 c • q ABOVE THE BOTTOM OF SLAB 8" 2" OF 3/4" MINUS COMPACTED CRUSHED ROCK l - MIN. (2) #4 BARS FULL WIDTH OF GUTTER (DOWEL INTO EXISTING GUTTER WHEN PRESENT) SEE STD DETAIL 3-5 I NOTES * NO ABOVE -GROUND FACILITIES (FIRE HYDRANTS, POWER POLES, CATCH BASINS, VALVES, J -BOXES, ETC.) SHALL BE PERMITTED WITHIN THE APRON OR RAMP AREA * DRIVEWAY (THROAT) WIDTH SHALL BE BETWEEN 24 FEET (MINIMUM) AND 35 FEET (MAXIMUM) IN ACCORDANCE WITH CITY PERMITS. * ALL SURFACES SHALL HAVE A BROOM FINISH. * REFER TO STANDARD DRAWING 3 -XX FOR CURB CUT DETAILS * CONCRETE WITHIN APPROACH SHALL BE 8" THICK (MIN) CONCRETE ON 2" OF 3/4" MINUS CRUSHED ROCK. * REINFORCEMENT IS REQUIRED. USE #4 REBAR - 12" ON CENTER - BOTH WAYS - PLACED 2" ABOVE THE BOTTOM OF THE SLAB, LAP 12". * A CONTRACTION (SCORE) JOINT SHALL BE ADDED IN THE CENTER OF THE APRON. * SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3000 PSI FIELD STRENGTH (3450 PSI LAB STRENGTH) 6.0 SACK MIX CONCRETE * CURBS & COMMERCIAL DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 PSI LAB STRENGTH) 6.3 SACK MIX CONCRETE * CURBS AND DRIVEWAY SHALL BE INTRIGAL WHEN POSSIBLE OTHERWISE DOWELED AT ENDS AND SIDE W/ MIN #4 BARS. SIDEWALK ACCESS RAMP NOTES NO REVISION DATE BY APPR, CITY .OF SPRINGFIELD COMMERCIAL DRIVEWAY APRON STANDARD CURBSIDE SIDEWALK DRAWING 3-22 DEPT. OF PUBLIC WORKS Jeff Paschall City Engineer 2016 2016 rLd 0 O ": c 0 PC20JECC\ON OF PROPEF2�t E\NE ORNE%P`( W\O_\t\ RP.MP SCOPE � <SEE NO�ES> 3 7\- RQ P7 WN37N \ _ '\2 F-\ M\N - 24 FC U Y, CURB CUA W\OC\\ - 6" THICK 3000 PSI FIELD STRENGTH (3450 PSI LAB - STRENGTH) 6.0 SACK MIX CONCRETE ON 2" OF COMPACTED 3/4" MINUS CRUSHED ROCK C? 5' TYPICAL PPRK SCiZ\4 4.5' TYPICAL 11 RIM ELEVATION \<7 U`��� _ s: 6" THICK ROCK FOREBAY, PER PLAN`\ 3 SQUARE FEET MIN. 1.5 WIDE CURB OPENING, .\ 2 \ L' 3" TAPER ENDS IN 1'e i`' MIN. � / �I � � � ! MIN.i,�� 3" DROP �� i' 2' cv EXISTING STORM uN.. DRAIN � I b 2 1. T THICKNESS OF THE CONSTRUCTED MEDIUM INCLUDING OR IN ADDITION TO THE GROWING MEDIUM AT THE THE ,.c . BASE OF THE POND SHALL BE A MINIMUM OF 24 INCHES THICK. ,\. t= ',. 4.63,40 T.C. 463.27 T.C. I i \' 6 462.90 F.L. 462.77 F.L. ; < 2. THE BASE OF THE POND SHALL INCLUDE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, NATIVE SOIL, LOAM, AND COMPOST. THE FRACTION OF ORGANIC CARBON (FOC) IN THE CONSTRUCTED MEDIUM SHALL BE 463.26 T.C. / !`T�.{` ' I A MINIMUM OF 0.20 I.E. 40-50% ORGANIC MATTER. IF THE GROWING MEDIUM DOES NOT CONFORM TO THIS - 6 ; :m� wa ' °) v �_ I 11) I'll r y 462.76 F.L. xMINIMUM FOC REQUIREMENT, THEN THE CONSTRUCTED MEDIUM WOULD BE PLACED IN ADDITION TO THE REQUIRED E x r)o B ;� I iJ ' /6 463.36 T.C.a.Q I 1 GROWING MEDIUM. T\ \ ; ! \ l 462.86,,F.L. 3 �:... t. / 10' i ` ( WATER EASE ENT 10 463.15 T.0 EQUAL NUMBER. OF PLANTS SPACED ONE FOOT ON CENTER OVER THE ENTIRE FACILITY �E°; ` " ".` 6 /` �4 \. 463.32.•T.C. 462.65 F.L. ; 1 5. 6 462.82 F.L: D 7; CAREX OBNUPTA 4" POTS PAT 4 POTS NS \ / 1 JUNCUS E , il ! % f j 463.28'T:C. 463.06 T.C. 462.56 F.L. �\� ,.f 462.78 F.L. 8 ( I TYPICAL RAIN G.-AiRDEN \ �: � 5y T ;, ;:,� � � NO SCALE y°13 I y 1 .<<fi 6 463.24 T.C. 461'85�RITv1 r t� s9 462.98 T.C. 6 4.1 F.L. 12 462.48 F.L. I 4,1.60 F.G. r I \ / - a - a 462.75 F.S, / I \1 SAWCUT EXISTING PAVEMENT \ \ 463.20 T.0 / 462.70 F.L. 462.83 F.S. 1 462. 8 T.C. \ CONSTRUCT 4 AC OVER 12 OF CRUSHED ROCK \ 462.75 F.S. I \ �`' 1 - �- -A 8 F. L. �� 462.90 T.C. 6 CURB & GUTTER PER CITY STANDARD 3-5 , /' . ; ` 6 ,`463.12 T.C. 3 1?' T.C. 4162.40 F.L. 6 pia 3 CONSTRUCT 462.62 F.L. 6 462.10 F.L. 462.67 F.S. a T 1 4 2.00 F.L. ��. \4 CONSTRUCT 6" CURB ONLY PER CITY STANDARD 3-5 0 . 462.45 F.S. \ � }..�� 5 RECONSTRUCT EXISTING DRIVEWAY PER CITY STANDARD 3-22 AND ELEVATIONS HEREON % / \ \ 462.85 T.C5, £!-j +I \ " 62.35 F.L. 2 / 462.70 T.C. \ 4 ( +1 6 CONSTRUCT 1.5' CURB OPENNING AND 2' X 2' ROCK SPLAH PAD, 4" OPEN ROCK / \ i' ' 462.20 F.L. ) tDCC \ i ; L- 00 1 14 462.33 F'S. 7 RELOCATE EXISTING STREET LIGHT POLE BASE AND INSTALL STREET LIGHT / 463.85 T.C. \ c 462.77 F.S.`.' 4 2.17 T.C. \ �° 462.85 F.S. 4 1462.35 F.L'; 4 2.11 F.L. O8 CONSTRUCT TREATMENT PLANTER PER DETAIL HEREON \ ; 3 2.45 T.C. 6y 2 3 R` 61,95 F.L. I Q I 9C ADJUST EXISTING UTILITY TO GRADE - rN r 462 63 T.C. y 13 463.02 F.S. I 46213 F.L. 10 RELOCATE EXISTING UTILITY BOX AWAY FROM CURB & GUTTER 6 462,93 T.C. ,�``. i I j 1� 3r r a a a , 462.43 F.L., 462.94 F.S. I 11 REPLACE EXISTING LIGHTING FIXTURE WITH LED FIXTURE 462.70 T.C. 6 / 12 CONSTRUCT 24 INLET WITH 8" PVC OUTLET PIPE AND CONNECT TO EXISTING 8" PIPE \ F,I' ` - ` 462.20 F.L. \\ \ 463.00 T.C., 461.65 RIM \Gq - - - - - - ` - -12 462.75 T.C. 462.50 F. L. 461.40 F.G. 461.25 F.L. I, . ► - 13 REMOVE EXISTING INLET AND CONNECT PIPES TOGETHER - - j U 462.92 T.C. 6 (§ 14 RECONSTRUCT EXISTING DRIVEWAY PER CITY STANDARD 3-21 WITH COMMERCIAL DRIVEWAY % - 46283 T.C.: a� \ 462.42 F.L. 462.33 F.L. r E O STANDARDS AND ELEVATIONS HEREON t `` 1' ,. ' 4 8 f f 2 F `J' r c / r L. 462.64 F S. 462.25 F.S. r 1 r 1 3 I4 i /.\ \ - - - / u ' 46276 T.C. \ 462.92 T.C. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: p 0 462.26 F.L. \ 462=42 F.L. I j .9? 462.30 T.C. \% / ,g 46 3 T.C. 6 461 I .. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON 46 .33 F.L. - 46240 T.C. X61.90 F.L. THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR a o,y� . i.. 462.82 T.C. n KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN, THE iA' \T TH UTI ITISBUH/ 6 - ��// 462 32 F LE L E KSTII C ' oINif-'CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTEC \'6.462 75` T.C: \>\ 462.29 F.S. AND IS 2 462.25 \\ x.,. 6 SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, �, ,, ! \ I ; t `` ,` c�,� ; /j FOR THE PROTECTION OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. T � � E I�VI i \, � �1 � � Fa +,�} ` ` \ (� /I is I RESPONSIBLE, \ A �o / /\ 462.45 T.C. \ 9 i I THE ESTIMATED QUANTITIES HEREON ARE ONLY FOR THE PURPOSE OF OBTAINING THE r 61.95 F.L. at� gip» I ... NECESSARY PERMITS, AND THE FAVREAU GROUP DOES NOT GUARANTEE THE ACCURACY OF % 462.6, T.c' 461.55 R{M \ i i' 9 461' F<L. - - 461-.30 FG. 4 .50 T.C. THE ESTIMATED QUANTITIES. THE CONTRACTOR SHALL PERFORM HIS OWN QUANTITY TAKEOFF i - �'�� / � o )k62.00 F.L. HITTING A BID FOR ANY PORTION OF THE IMPROVEMENTS COVERED BY THESE ;' f M�a . BEFORE SUB ; ,\ � /` 462.61 T.C. �� / �\ o• / PLANS. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL 462.11 F.L. a / 8 °I REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. / /' % `' ;P + 462.10 F,S. r /. r :' 462. F.L. .55 3 / \ 4`62:53 T.C. 462.46 T.C. \ \ / �{ SOIL TYPES. o' 462.03 F.L. 6 461.96 F. L 62.30 T. C. 46.59 T.C. Rj /,461.80 F.L. #32 COBURG, SOIL GROUP C, MODERATELY WELL DRAINED J . ,, ` 463,'20 T.'C. `` ,'_a 462.60 T.C, i 452.701`F.L. f .462.10 F.. �A 6 i ; • 462.50 T.C. r a /4462.10 462.00 F.L. TC6 FL. 61.60 ..FEMA 463 2 ° cori 9 i THE SITE IS ZONE 'X' AS SHOWN ON FIRM COMMUNITY t 462.2 F:�. o`` - 6 t 461.96 F.S. I I -'� A '> D G / (' a a ,S a a ! 1. ` / 4H1.35 RIM . .:dr- �`° I W PANEL N0. 41039C1134 F, DATED 2 JUNE 1999. NO BASE R U 463.15 T.C. -�- 12 41.10 F.G. �- 8 / �,R 3 FLOOD ELEVATION DETERMINED 'F.L.` a 461.82 F.L. 462 65 462.32 T.C. , ,I c I _.... AI� I `I I r- /-,*N t- n I r-\ a/ 1 462.89 T.�. ��' r 6 / 462.10 T.C. 462.39 F.L. 6 y' 7 9 -RIDGE %[N _ w/ 461f60 F.L. 6 462.30 f 462.27 F.S. 461.80F.L. 2 r i� X62.10 T.C.- I 462.29 T.C. 6 _ /461.60 F.L. X` / \ 461.79 F.L. 462.15 T.C. 461.76 F.S. 1`a ,'461.65 F.L. end 1 I 1 6 1462.20 T. C111 1 461.70FD461.89 F.L. 13 83 I 'I I F► 1 461.35 RI �4o 8'42 461:14' F. ._.. i 4 462;55 T.C. 62 60 T. c � / �7462.10 F.L. 462:05 F.L. 462.40 T ....'6 4619F.fI i I �A... 9. I .,i / ! 462 83 T.C. <6p a 462140 F.L. EX. ELECTRIC 3 / � - � - - ,r-�- - - - - ' "'....- - �.....,, ,�.. 462 47 T.C. T y a ! 462.90 F.S. r 2 g1 62141 F.L. 462.82 F.S. -44 oo � 5 --- EX. 8" WW 5. \ ,--- 5, -% --� 462.90 S. a S. ;--- EX W T.C. E ij � GRAPHIC SCALE \ b� i 462.41 F.L. ESTIMATED EARTHWORK ......._ ' / 0 10 20 40 8o i o : , , 462.90 T.C. 462.40 z. F. CUT: 100 CUBIC YARDS Z L. FILL: 50 CUBIC YARDS ( IN FEET) 1 inch = 20 //ft. 0 w O x a a 0 LL z 0� W Z W ynr.. _k s.. •-- EXISTING MAJOR CONTOUR AND ELEVATION NOTES - :, .t ` EXISTING MINOR CONTOUR AND ELEVATION * NO ABOVE -GROUND FACILITIES (FIRE HYDRANTS, POWER POLES, CATCH BASINS, VALVES, J -BOXES, ETC.) SHALL BE PERMITTED WITHIN THE APRON AREA _ - -EX. 12" S.D. _ - - - - EXISTING STORM DRAIN AND SIZE * THIS STANDARD DRAWING SHALL BE USED FOR SINGLE FAMILY HOMES AND DUPLEXES ONLY. REFER TO COMMERCIAL DRIVEWAY APRON DRAWING(S) FOR w EX. 8" W. W. 0 OTHER DEVELOPMENT TYPES 75 z EXISTING WASTE WATER AND SIZE * THROAT WIDTH SHALL BE BETWEEN 12 FEET (MINIMUM) AND 24 FEET (MAXIMUM) Z Q * ALL SURFACES SHALL HAVE A BROOM FINISH. LLJ o C\61 EXISTING WATER LINE AND SIZE * REFER TO STANDARD DRAWING 3-7 FOR CURB CUT DETAILS cn C� 0 * CONCRETE IN APPROACH AND SIDEWALK BEHIND APPROACH SHALL BE 6" THICK (MIN) ON 2" OF 3/4" MINUS CRUSHED ROCK. W o- x PROPOSED STORM DRAIN * NO REINFORCEMENT IS REQUIRED U W * A CONTRACTION (SCORE) JOINT SHALL BE ADDED IN THE CENTER OF THE APRON WHEN THE THROAT WIDTH EXCEEDS 20 FT. o- 0 PROPOSED INLET * SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3000 PSI FIELD STRENGTH (3450 PSI LAB STRENGTH) 6.0 SACK MIX CONCRETE ❑ EXISTING UTILITY BOX * CURBS & COMMERCIAL DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 PSI LAB STRENGTH) 6.3 SACK MIX CONCRETE Q W (� 000 EXISTING STREET LIGHT SIDEWALK ACCESS RAMP NOTES O 0 a� IF THIS DRIVEWAY APPROACH IS TO ALSO SERVE AS AN SIDEWALK ACCESS RAMP ALL OF THE FOLLOWING APPLY: m > PROPOSED STREET LIGHT * RAMP SLOPE SHALL NOT EXCEED 12:1 RELATIVE TO THE HORIZONAL. ti o FIRE HYDRANT * NO LIP SHALL BE PLACED AT THE GUTTER BAR. Lj EXISTING WASTEWATER MANHOLE LL. 0. EXISTING STORM DRAIN MANHOLE NO REVISION DATE BY APPR. CITY OF SPRINGFIELD RESIDENTIAL DRIVEWAY APRON STANDARD 0- Lu I-_ W DRAWING 0 z 0 SETBACK SIDEWALK o EXISTING AREA DRAIN 3-21 EXISTING POWER POLE DEPT. OF PUBLIC WORKS Al Peroutka City Engineer 2003 2003 a EXISTING TREE k_w^f a/ 1 462.89 T.�. ��' r 6 / 462.10 T.C. 462.39 F.L. 6 y' 7 9 -RIDGE %[N _ w/ 461f60 F.L. 6 462.30 f 462.27 F.S. 461.80F.L. 2 r i� X62.10 T.C.- I 462.29 T.C. 6 _ /461.60 F.L. X` / \ 461.79 F.L. 462.15 T.C. 461.76 F.S. 1`a ,'461.65 F.L. end 1 I 1 6 1462.20 T. C111 1 461.70FD461.89 F.L. 13 83 I 'I I F► 1 461.35 RI �4o 8'42 461:14' F. ._.. i 4 462;55 T.C. 62 60 T. c � / �7462.10 F.L. 462:05 F.L. 462.40 T ....'6 4619F.fI i I �A... 9. I .,i / ! 462 83 T.C. <6p a 462140 F.L. EX. ELECTRIC 3 / � - � - - ,r-�- - - - - ' "'....- - �.....,, ,�.. 462 47 T.C. T y a ! 462.90 F.S. r 2 g1 62141 F.L. 462.82 F.S. -44 oo � 5 --- EX. 8" WW 5. \ ,--- 5, -% --� 462.90 S. a S. ;--- EX W T.C. E ij � GRAPHIC SCALE \ b� i 462.41 F.L. ESTIMATED EARTHWORK ......._ ' / 0 10 20 40 8o i o : , , 462.90 T.C. 462.40 z. F. CUT: 100 CUBIC YARDS Z L. FILL: 50 CUBIC YARDS ( IN FEET) 1 inch = 20 //ft. 0 w O x a a 0 LL z 0� W Z W �8 P Q CL \ N W w SHEET 3 OF 3 0 L 75 z z< Z Q n LLJ o ■ N �- cn C� 0 o W o- x U W U o- 0 0 w w zy c� 0 �n w w = o v 4's �r z U) o 0U, OL U U) Lu > o W CL 03 w �8 P CL \ N EXPIRES DEC. 31, 2021 L0 SHEET 3 OF 3 0 00 0 00 Z 0 ■ N 0 W o- x Q Q W u') x Q W (� 000 O 0 a� N m > W (j) orte. N Lj z LL. 0. W Q O 1 \ 0- Lu I-_ W 0 z 0 0 0 w w zy c� 0 �n w w = o v 4's �r z U) o 0U, OL U U) Lu > o W CL 03 w 1�g PROF �8 P CL Nvy F P� EXPIRES DEC. 31, 2021 SHEET 3 OF 3 0 00 0 00 Z ■ N /M/y W W �- ui14* W u') W (� 000 \ 0 a� m > W o0 orte. �- Lj LL. 0. W > M W Cj 1 \ 0- Lu Z W � z IL 1�g PROF �8 P O GO J OFC 31,1995 ��rZ' Nvy F P� EXPIRES DEC. 31, 2021 SHEET 3 OF 3