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HomeMy WebLinkAboutPlan, Tentative APPLICANT 6/20/2019R/W R/W 5' SIDEWALK PER PLAN `CURB & GUTTER wRo a vuIICR CEO -FABRIC AND 8" MIN. OF 4" OF LEVEL 2 3/4" A.C. IN TWO LIFTS 3/4"-0" AGGREGATE OVER 12" OF 3/4" - 0" AGGREGATE (WET WEATHER) (DRY WEATHER SECTION) 46TH ST SOUTH OF IVY ST (LOCAL ,STREET IVY ST. FAST OF S. 46TH ST (LOCAL STREET) KALMIA ST TYPICAL ,SECTION - 50 ' RIGHT- OF- WA Y NO SCALE 5' SIDEWALK PER PLAN R/W R/W 5' SIDEWALK PER PLAN R/W — CUKU & GU1ILKwnu M vvIiu\ /// GEO-FABRIC AND 8" MIN. OF 4" OF LEVEL 2 - 3/4" A.C. IN TWO LIFTS 3/4"-0" AGGREGATE OVER 12" OF 3/4" - 0" AGGREGATE (WET WEATHER) (DRY WEATHER SECTION) IVY ST. WEST OF S 46TH ST. (LOCAL STREET TYPICAL SECTION - 50" RIO" T- OF- TSA Y NO SCALE N 5' SIDEWALK PER PLAN 7' 25' 25' 7' P.U.E. 1.5' 5.5' 18' 18' 5.5' 1.5' P.U.E. > GEO-FABRIC AND 8" MIN. OF 4" OF LEVEL 2 - 3/4" A.C. IN TWO LIFTS U) 3/4"-0" AGGREGATE OVER 12" OF 3/4" - 0" AGGREGATE of 18 0 o0 (WET WEATHER) a • 9 . t. 5 SIDEWALK-/ t. PER PLAN CURB & GUTTER CURB & GUTTER > GEO-FABRIC AND 8" MIN. OF 4" OF LEVEL 2 - 3/4" A.C. IN TWO LIFTS U) 3/4"-0" AGGREGATE OVER 12" OF 3/4" - 0" AGGREGATE of 18 0 o0 (WET WEATHER) (DRY WEATHER SECTION) z S. 46TH ST. FORTH OF IVY ST (LOCAL STREET E100.00' TYPICAL SECTION - , 50 ' RIGHT- OF- WA Y TREATMENT POND AREA NO SCALE TL 3211 LEGEND- EGENDEXISTING 108.04' 15 0 EXISTINGMAJOR CONTOUR AND ELEVATION 0 �6,000 S.F. _ EXISTING MINOR CONTOUR 0 —EX. 12" S.D. _ EXISTING STORM DRAIN AND SIZE CD EX. 8" W.W.EXISTING WASTE WATER AND SIZE EX. -8 W EXISTING WATER LINE AND SIZE E — —5 -YEAR TT— — EXISTING TIME OF TRAVEL LINES Q 0 0 EXISTING POWER POLE I 0 TL EXISTING STREET LIGHT N 6,828 S.F. 5,402 S.F. FIRE HYDRANT 0 EXISTING WASTEWATER MANHOLE 108.04' 1 EXISTING STORM DRAIN MANHOLE � P.U.E. PUBLIC UTILITY EASEMENT L=38.79' TPED = TELEPHONE PEDESTAL 5 SIDEWALK PER PLAN TL 9700 i IE-- Icf) f E' TL 11100 �I TL 8000 l 100.00' . 1 1111 1 ) 19 o TL 4400 CDo co 6 000 S.F. O TL 8100 108.04' ��--- E E100.00' �= > Q� i U) I E TRACT "A" of 18 0 o0 IE �p z 4,062 S.F. 8.04' E100.00' oL=54.30' o TREATMENT POND AREA (� TL 3211 i o 17 0 0 0 108.04' 15 0 w 0 �6,000 S.F. 0 0 1Fo 0 i IE CD 5,402 S.F. 108.04' ( 100.00' 108.04' E E �I Q 0 0 2 I 0 TL 3210 N 6,828 S.F. 5,402 S.F. to E 108.04' L=52.70' � E`_\ L=38.79' 3 14 0 O w 5,402 S.F. I II 5,317 S.F. 108.04' U E TL 320 CD In 5,892 S.F. CD4 to SCALE: 1" = 40` ( E TL 3212 U I 98.04 i IE-- Icf) f E' TL 11100 �I TL 8000 l 100.00' . 1 1111 1 ) 19 o TL 4400 CDo co 6 000 S.F. EX. 8" W.W. O O ��--- E E100.00' �= > Q� i U) I E Ln of 18 0 o0 IE �p z 6,000 S.F. Q0 8.04' E100.00' oL=54.30' o I IE � 6,973 S.F. i o 17 0 0 0 0 15 0 w 0 �6,000 S.F. 5 E � 6,689 S.F. o i IE E00 > ( 100.00' 108.04' E E �I Q 16 (n E N 6,828 S.F. I E L=52.70' � E`_\ L=38.79' EX. 8" W.W. O O ��--- > �= > Q� U) Ln X O �p z L=37.19 � 8.04' w oL=54.30' o I ON 31,19�h � 6,973 S.F. 2I 0 15 0 w l0 5 Q_ 6,689 S.F. o TL 3208 0 > 108.04' E Q (n i 100.00' D I E In 6,212 S.F. In � z 14 0 O w II 5,317 S.F. 108.04' U E 100.00' SCALE: 1" = 40` ( E TL 3212 U I CD 0 7 �In o 0 0 co 6,973 S.F. I �) 5,950S.F. C) /Q 98.04 I �' 42.46 47.54' TL 3213 E I KALMIA ST. - I N - Ln- - I 49.75' _ 2.25' 59.00' _ _ 49.75= —49.75'— 14' STORM DR EASEMENT TL. 3212 I of 8 C 9 10 11 0 7,105 S.F. 0 6,031 S.F. 6,067 S.F. N 6,103 S.F. 0 I 59.01 1 49 76' 49 76' 12 8,520 S.F. 49.76 49.80 0258 DETENTION POND AREA TRACT "B" "' 258.07' 7,742 S.F. EXISTING DITCH ` — — _ JASPER ROAD d �1 TL 5100 IVY ST. TL 5200 TL 4301 Z J 0 O O > �= > Q� U) Ln X O �p z Ln = w w o I ON 31,19�h � U 0 w It Q Q_ 0 0 > o Q (n � z 0 O w U U CL 0 W 0 w a CL CIN �~ w C Q u- s,- w Lz _ u z F - g n. 000 'Tr z_ ti M co co wu.i�- w 'L0 Q 'n z = v V o0 z p 0) W z� C:) w > co W 0 U W 1 r4 W 0 O O > Q� � I Ln X O �p 4 I N w O o I ON 31,19�h ANY J.F P� p Q L'j o 0 0 000 'Tr z_ ti M co co wu.i�- w 'L0 Q 'n z = v V o0 z p 0) W z� C:) w > co W 0 U W 1 r4 W 0 > RED PRpFFs�j CNIJ (:=) �p Cti2 #18240 P ON 31,19�h ANY J.F P� p EXPIRES DEC. 31, 2019 SHEET 1 OF 1