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Home My WebLink AboutC1031 s � r c- Yjiron. i M' :- I I I I I I tiT Center -1 ine of MiQh4gan Road CURVE DATA LINE "AI' Adjoiner F. C. Wurster 13 31F P 467 GENERAL NOTES: "DON'T DIG BLIND" 1- 800 -382 -5544 CALL BEFORE YOU DIG 1. SEE DETAIL SHEETS FOR PAVEMENT SECTION. 2. FOR GRADING PLAN, SEE SHEET C104. 3. FOR UTILITY PLAN SEE SHEET C105. 4. FOR CONSTRUCTION DETAILS, SEE SHEETS C108 -110 . 5. DO NOT SCALE FROM THESE PLANS FOR SURVEY FIELD LOCATIONS. 6. SEE RECORD SURVEYS FOR EXACT INFORMATION REGARDING BOUNDARY, EASEMENTS, AND RIGHT -OF -WAY. g. 7. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS, DOOR T EiM Ere -987.78 �. t -- LOCATIONS, AND FOR SIDEWALK CONSTRUCTION. 8. ALL PARKING STRIPES TO BE A" PAINTED WHITE, UNLESS OTHERWISE SENOTED . -- - - - - - - -- - - -- - - - - - - -- _ DIMENSIONS - -. SHOWN ARE FEET AND DECIMAL PARTS THEREO F. I - -- 1 ., > ,, ., ... _ ___. - -- -- - - - -___ _• . -_ - - ` in yr Q 7: 5 • C W &'fV) ` M,d � ac \ - - - - - -- .tates Copped _... - - _ - - -_ - _- Bela ar Set l`l - __ ._. _.. _. _ - - - -- -- - -- - _.._ _. _.- 897.85'(D) __. ..._ O 18 O3 "W(D &M) \ __.__. _._ - - - - - -- - _ -- - 1 _.. .. .-- --.._ --- -. .. __ .- __ , - - --- - 'YV•v _ ,��1�- '.+r -,,, _ _ 5' Setback J .. .... .. ... .. ... .. •. 897 1 T. r In i- ---- +--- - - - - -- / z: v h TBM 1 Top -894.8 (: Top-89 7.£3 j y Elev- 890.39 , `` { 1 !nv -886.3 (S) Inv- 88.:3.2 UNQ i l I Y, al ., i 1 { tY. \• 3 I r t Inv -886.4 (W) r Inv- f.383._3 (f`.') t { , 1 �_ �. I { 1 U, 1 \k /r t XN a I 1 r7 241 (0' I is 1\ i 1 U) 0 Q{ ice-- CONSTRUCTION LIMITS ± I I , v InI III ,I t ' I r 100 YR..W.S.E.- 885.80 I wl EMERGENCY DISCHARGE EL. 885.90 ' Go , t I 1 I r, 1 1 I i x II �I1- 'f t 4 ' , l 1 Z (+ N' I it ti V C FF[[ S' 3'33 "w o t -� y ,f, \ I °cam' Sg °' { ^', 8 �o, ( ', P f� \4, �%'' • sCURVE ,2 10 0 CORVE 3 3 58 o " 60„ ,. t m l REL CATE ;EXISTING 6 x W CURVE 4 C I V' C:, I I 62 I C3 C), ' ( - -- - cal - - - - - - - - - - - - - - -1- ------ - - - - -- - r} , °: o SO ° (11 O 11 /� 1 I lJ .Q 432.26 LINE � - - - CURVE ��`' I 1 10' TYP. ' III i' n V.% - i -' /� QiO \ �i \ �\ 1 ` 0 0 I I Sol 6'5 4 W LINE -I A - - 2.4is' - _ - - - - -D \ EXISTING PAD MOUNTED _ _ �n I O, I I - I TRANSFORMER _ ° \ F OI�MF j -- ` ` 5 EX ST NG P RK NG \ ' BEGIN LINE "A" - _ _ _ EXISTING AV�ME,N'T D 6 � I � � I w - -- -- - - -- - -- -- P.C. STA.._ -11-02-41-' RE REM"' w _ \ p1 OICOI 1 cD ° s0 1 I { t I v> to ` ' 1 EXISTING P g 1 j (°',,;I �l OI I 211' I 20' PROPOSED BLDG. �l t I { II FF -892 \\ ,'LAND RETAINING WALL ( I 116.4' f 1, CONSTRUCTION LIMITS ' \ n1` { i _ - .. _ - � ' 7; `I 1 c�bar CF`4und) - - - Top -892.3 _..._....__.. ry -- L �2- G7'S of Corner 4 /y S Setback. r __ .. . - - 7. \ n - - _ ^i I 7` - T7 r- -a - - 1 - .:r x r• .>ectic�n� - 777N Rte. _ _ _ East Line NE Corner NE_ '/4 _ N& S) i _ 894.37 (D &M) " S O0 l8 03 "r_. - _ r TF?M lit CURVE 1 CURVE 2 CURVE 3 CURVE 4 IL 320 25'20" Lt. 390 50'50" Rt. 9° 26'27" Rt. 160 58'60" Lt. T 52.04 ft 43.14 ft 21.72 ft 39.86 ft R 179.00 ft 119.00 ft 263.00 ft 267.00 ft L 101.29 ft 82.77 ft 43.33 ft 79.14 ft E 7.41 ft 7.58 ft 0.90 ft 2.96 ft P.I. STA= 11 +54.45 12 *58.53 13 +29.94 1429.04 P.C. STA= 11 +02.41 12 +15.39 13 +08.22 13 +89.18 P. T. STA= 12 +03.70 1 12 +98.16 13 +51.56 14 +68.32 Adjoiner F. C. Wurster 13 31F P 467 GENERAL NOTES: "DON'T DIG BLIND" 1- 800 -382 -5544 CALL BEFORE YOU DIG 1. SEE DETAIL SHEETS FOR PAVEMENT SECTION. 2. FOR GRADING PLAN, SEE SHEET C104. 3. FOR UTILITY PLAN SEE SHEET C105. 4. FOR CONSTRUCTION DETAILS, SEE SHEETS C108 -110 . 5. DO NOT SCALE FROM THESE PLANS FOR SURVEY FIELD LOCATIONS. 6. SEE RECORD SURVEYS FOR EXACT INFORMATION REGARDING BOUNDARY, EASEMENTS, AND RIGHT -OF -WAY. g. 7. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS, DOOR T EiM Ere -987.78 �. t -- LOCATIONS, AND FOR SIDEWALK CONSTRUCTION. 8. ALL PARKING STRIPES TO BE A" PAINTED WHITE, UNLESS OTHERWISE SENOTED . -- - - - - - - -- - - -- - - - - - - -- _ DIMENSIONS - -. SHOWN ARE FEET AND DECIMAL PARTS THEREO F. I - -- 1 ., > ,, ., ... _ ___. - -- -- - - - -___ _• . -_ - - ` in yr Q 7: 5 • C W &'fV) ` M,d � ac \ - - - - - -- .tates Copped _... - - _ - - -_ - _- Bela ar Set l`l - __ ._. _.. _. _ - - - -- -- - -- - _.._ _. _.- 897.85'(D) __. ..._ O 18 O3 "W(D &M) \ __.__. _._ - - - - - -- - _ -- - 1 _.. .. .-- --.._ --- -. .. __ .- __ , - - --- - 'YV•v _ ,��1�- '.+r -,,, _ _ 5' Setback J .. .... .. ... .. ... .. •. 897 1 T. r In i- ---- +--- - - - - -- / z: v h TBM 1 Top -894.8 (: Top-89 7.£3 j y Elev- 890.39 , `` { 1 !nv -886.3 (S) Inv- 88.:3.2 UNQ i l I Y, al ., i 1 { tY. \• 3 I r t Inv -886.4 (W) r Inv- f.383._3 (f`.') t { , 1 �_ �. I { 1 U, 1 \k /r t XN a I 1 r7 241 (0' I is 1\ i 1 U) 0 Q{ ice-- CONSTRUCTION LIMITS ± I I , v InI III ,I t ' I r 100 YR..W.S.E.- 885.80 I wl EMERGENCY DISCHARGE EL. 885.90 ' Go , t I 1 I r, 1 1 I i x II �I1- 'f t 4 ' , l 1 Z (+ N' I it ti V C FF[[ S' 3'33 "w o t -� y ,f, \ I °cam' Sg °' { ^', 8 �o, ( ', P f� \4, �%'' • sCURVE ,2 10 0 CORVE 3 3 58 o " 60„ ,. t m l REL CATE ;EXISTING 6 x W CURVE 4 C I V' C:, I I 62 I C3 C), ' ( - -- - cal - - - - - - - - - - - - - - -1- ------ - - - - -- - r} , °: o SO ° (11 O 11 /� 1 I lJ .Q 432.26 LINE � - - - CURVE ��`' I 1 10' TYP. ' III i' n V.% - i -' /� QiO \ �i \ �\ 1 ` 0 0 I I Sol 6'5 4 W LINE -I A - - 2.4is' - _ - - - - -D \ EXISTING PAD MOUNTED _ _ �n I O, I I - I TRANSFORMER _ ° \ F OI�MF j -- ` ` 5 EX ST NG P RK NG \ ' BEGIN LINE "A" - _ _ _ EXISTING AV�ME,N'T D 6 � I � � I w - -- -- - - -- - -- -- P.C. STA.._ -11-02-41-' RE REM"' w _ \ p1 OICOI 1 cD ° s0 1 I { t I v> to ` ' 1 EXISTING P g 1 j (°',,;I �l OI I 211' I 20' PROPOSED BLDG. �l t I { II FF -892 \\ ,'LAND RETAINING WALL ( I 116.4' f 1, CONSTRUCTION LIMITS ' \ n1` { i _ - .. _ - � ' 7; `I 1 c�bar CF`4und) - - - Top -892.3 _..._....__.. ry -- L �2- G7'S of Corner 4 /y S Setback. r __ .. . - - 7. \ n - - _ ^i I 7` - T7 r- -a - - 1 - .:r x r• .>ectic�n� - 777N Rte. _ _ _ East Line NE Corner NE_ '/4 _ N& S) i _ 894.37 (D &M) " S O0 l8 03 "r_. - _ r TF?M lit ..._ \ r:: Qri.v.ewoy "os .... ... Y `. ' i ( ar a' close os 1.C)'E Fence falls - - -._ from 7.8'E. _.._.. _ .....- ...... - >3 : � , Elev- :),_.6. Cr (?..O.a. 7 r! 1 of line f line 3 E a "n e t o t) O 06'f & 0.45 "fit r INLET NW COePer NW '14 v ? I ne - - - - _- - - -- -._ .._. ._ .... of Corner 71. 7` _ ction 7 �� 1 17N - R<3f' C) Ox Adjainer R /a" ebar.. (F ound) { Reba( n 5 /A.. (F='ou d? u� L a Mayflower Park - Section ?- B I '10 P 29 w /MSE r..ap n ct �I ar { vt { y t: I a t lat oo age Inst. No. 9872401 LEGEND O H. A. PAVEMENT (ROAD) 1 " H. A SURFACE 4" H. A. BINDER COURSE 12" STONE BASE 4 53 OB H.A. PAVEMENT (PARKING LOT) I" H. A SURFACE 3' H. A. BINDER COURSE 9" STONE BASE U 53 OCONCRETE LOADING APRON 8 P. C. C. P. 4" STONE BASE #8 Op CONCRETE SIDEWALK 4" CONCRETE PREPARED SUBGRADE EXISTING __ === STORM SEWER - Ss- SANITARY SEWER 0 CV CLEAN OUT - SS- SANITARY LATERAL ® MANHOLE INLET END SECTION STORM SEWER STR -N0. SANITARY SEWER STR. NO. _ _ _ _ _ _ _ WATER LINE - - - - - r- - - - - TELEPHONE LINE OVERHEAD - - - -01E- - - - ELECTRIC LINE ELECTRIC LINE - - -- c -- GAS LINE X FENCE POWER POLE cM� GAS METER FIRE HYDRANT WATER METER WATER VALVE POST INDICATOR VALVE ® PAD MOUNTED TRANSFORMER NOTE: 301 UTILITY EASEMENT FROM GARRISON ENTERPRISES LLC TO MAYFLOWER PARK ASSOCIATES DATED JUNE 3, 1997 NO EVIDENCE OF RECORDATION \`\\ \\ \1111) / VA Z. 17398 STATE OF O ;,e%f' 1N0 I ANt' \y` XON I 1111f 3 A7lo aa) W 9 o n O C) Q Cn w a z Q z 0 w Cr �J V) z 4 a x Lu J u 4 LL. 0 V W wa O a) V C!SA� r; lk- aorr O W La u 4A I � XX 0 N Y a. LL 0Zclirl- Vi to a� M W G_ to to O cd ^ r C'j .s .S DATE: MARCH 1, 2000 SCALE: 1" = 4C' ,.. PROJECT NO. 111-1252 SHEET NO. C10 110r,o rlrrn 0 CV ■ 1 C J c-' J C.+ a ) r� � C) Ox � u� L a CmIDYL m� 0 �c�;� Q m m:',r ..h• Q CE Wv-�) 1 t.> rj; C IL W weahm W c`U0t'Ca CE: IL cr CL DATE: MARCH 1, 2000 SCALE: 1" = 4C' ,.. PROJECT NO. 111-1252 SHEET NO. C10 110r,o rlrrn