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HomeMy WebLinkAboutRD-244-29 W1111111 f r, 6!gfl — PROPOSED BERM ?�t 280.00 E -- _ - -- - - - -- - -- — I- _ —__ —. ____ - - -- C Z7 x O E if ou Z 270,00 -" to of 00 0 04 5 0 +05.24 0 F, I ti I C � :u F[pSfRs NS I �r>F11. D SSES �k5. h"E Nf T H ' ,u EEJ gpLT /�AG� p5 X9/)35 ; ..ate STO'K'E Dab' \ t , N4El, lr / 1-404 #3,S 4'Uq�RE- i �pAs sGw4,s, GHR /Si � 341 e OFEO g Ok PAGEC 3 g/363RY ` RESET CB GRA TE AND ADD GRANITE STONE CURB INLET FIELD VERIFY' DEPTH OF 6" WATER MAIN 9b E• AND REPLACE BERM PROPOSED 12" CONCRETE PIPE ASSE q I'lvly MAR", GCEV 800, ° 85-6 ,j �a�.... r" RO,9p�c/�� / %9ppO '- V 9,51 ' C Your c J , r fr cr _ 9 W1111111 f r, 6!gfl — PROPOSED BERM ?�t 280.00 E -- _ - -- - - - -- - -- — I- _ —__ —. ____ - - -- C Z7 x O E if ou Z 270,00 -" to of 00 0 04 5 0 +05.24 0 F, I ti I C � :u F[pSfRs NS I �r>F11. D SSES �k5. h"E Nf T H ' ,u EEJ gpLT /�AG� p5 X9/)35 ; ..ate STO'K'E Dab' \ t , N4El, lr / 1-404 #3,S 4'Uq�RE- i �pAs sGw4,s, GHR /Si � 341 e OFEO g Ok PAGEC 3 g/363RY ` RESET CB GRA TE AND ADD GRANITE STONE CURB INLET FIELD VERIFY' DEPTH OF 6" WATER MAIN 9b E• AND REPLACE BERM PROPOSED 12" CONCRETE PIPE ASSESS , ✓ptc(F pEE`D goO/f, � � � /5 T4 f / / PAUL R£ RE ROAD i ?EMOliE AND REPLACE BERM `.. f p T lflrY -_ P_. 19,51 UNTr CA yOtjT '`� SFS5�9N ANG F i QEEp gQOk j� p� T �SgRA / � / j AGE SJF� %7SQe PLAN SCALE. 1 " =20' _183.36' i I 12" RG S =0.0186 L- _ ; PROP. -- - -- - -- -- — 1 -- -- _ . ` _Z _ -- � _ _ r ;ii•iJ P�� '1rt Jr FXIS1Iwi. 8 AC J FINF C� X j { Z III -J O , <11 '. II NCav7 — oo W v � �J S QV7 x 1 +00 2 +00 w 0 O� PROPOSED DMH 2 RIM =289.90 SUMP= 284.32 4 ±03.97- . � PROP. DOUBLE GRATE CB RIM 290.67 SUMP 282.40 4 +12.58R GRADE --^ 12" RCP S =0.0166 ri L= 20.59' I � I { PROP. 12" RCP 5= 0.0097 L =107.80 - - i zz Q NQ Ka Ka ry w m (b PROFILE SCALE.' HORZ 1"=20' OVERT. f'--4' eo m X 2 G7 s ASSE -S , YU NIZ/ gE Ep '900 A /P. L p -. APPROX. 1951 COUNTY LAYOUT DOUBLE GRATE CB RIM 290.14 SUMP 282.72 4 +23.43L r- PROPOSED 12" CONCRETE N/F & MIRIAM N DAVID T 581236 SE A SSgO 00KI S PA6E 12235/585 DEED REVERE PAUL PROP. DUH 3 RIM= 290.78 SUMP = 286.41 12" RCP S= 0.0281 L=20.21' I PROPOSED 12" RCP S =0,0093 L= 14574' „ F. SEFr P - h N/F MA I< TRIJS7EES 551237 !S `0 147 KUINE�55ESS`IR PAF29'j O DEED 600x / PAUL REVERE ROAF f i i DOU84£ GRA TE CB PROP. DMH 4 RIM 291.09 RIM =291, 00 SUMP 284.5 SUMP =287.0¢ 6 +35.54L 16-f 02.50 4 DOUBLE GRATE CB 1 I, RIM 291.35 SUMP 283:33 64-43 25R 12" RCP S =0.0055 L= 47.11' 12 0.0104 L --52. 6' �.. L c;_r }.0046 12' R� S=o.doW L= 33.05' N �� II �� li ti i �N co w Q'I Nco q�p�cp Cn 4 +00 A 5 +00 CA 6 +0 + + F ti Fo o 6 +02.50- cwn w 4 +03,97 0u w ul w 41 fil PLAN SHO #Z!MC 6 "TZA1V ! OlY dJ ,�NGIN'A.7.RING' DIVISION % � f' "*' j�� r°°� 1625 rll!#'S,SfICfIeIS�''.TTS' AYAiYUVs' LAXINCTOlY _k,4. UZj'?40 Dh'4 EY mss. DATE.• August gol o " .SCALE- AS' NOTED 'msfCNED AY.• _df �� Ch'ECN ,21i s9Y If-L IJATE h'E6'ISIPN BY CONTRACT NO 1 38 ,SHEET NO. .2 OF' RECORD D4"K1/4`'' 7 ­ ASSE q I'lvly MAR", GCEV 800, ° 85-6 ,j RO,9p�c/�� / %9ppO x 9,51 ' C Your DMH 1 RIM =287 57 If SUMP =282 27 STA 2.1.96.38 ASSESS , ✓ptc(F pEE`D goO/f, � � � /5 T4 f / / PAUL R£ RE ROAD i ?EMOliE AND REPLACE BERM `.. f p T lflrY -_ P_. 19,51 UNTr CA yOtjT '`� SFS5�9N ANG F i QEEp gQOk j� p� T �SgRA / � / j AGE SJF� %7SQe PLAN SCALE. 1 " =20' _183.36' i I 12" RG S =0.0186 L- _ ; PROP. -- - -- - -- -- — 1 -- -- _ . ` _Z _ -- � _ _ r ;ii•iJ P�� '1rt Jr FXIS1Iwi. 8 AC J FINF C� X j { Z III -J O , <11 '. II NCav7 — oo W v � �J S QV7 x 1 +00 2 +00 w 0 O� PROPOSED DMH 2 RIM =289.90 SUMP= 284.32 4 ±03.97- . � PROP. DOUBLE GRATE CB RIM 290.67 SUMP 282.40 4 +12.58R GRADE --^ 12" RCP S =0.0166 ri L= 20.59' I � I { PROP. 12" RCP 5= 0.0097 L =107.80 - - i zz Q NQ Ka Ka ry w m (b PROFILE SCALE.' HORZ 1"=20' OVERT. f'--4' eo m X 2 G7 s ASSE -S , YU NIZ/ gE Ep '900 A /P. L p -. APPROX. 1951 COUNTY LAYOUT DOUBLE GRATE CB RIM 290.14 SUMP 282.72 4 +23.43L r- PROPOSED 12" CONCRETE N/F & MIRIAM N DAVID T 581236 SE A SSgO 00KI S PA6E 12235/585 DEED REVERE PAUL PROP. DUH 3 RIM= 290.78 SUMP = 286.41 12" RCP S= 0.0281 L=20.21' I PROPOSED 12" RCP S =0,0093 L= 14574' „ F. SEFr P - h N/F MA I< TRIJS7EES 551237 !S `0 147 KUINE�55ESS`IR PAF29'j O DEED 600x / PAUL REVERE ROAF f i i DOU84£ GRA TE CB PROP. DMH 4 RIM 291.09 RIM =291, 00 SUMP 284.5 SUMP =287.0¢ 6 +35.54L 16-f 02.50 4 DOUBLE GRATE CB 1 I, RIM 291.35 SUMP 283:33 64-43 25R 12" RCP S =0.0055 L= 47.11' 12 0.0104 L --52. 6' �.. L c;_r }.0046 12' R� S=o.doW L= 33.05' N �� II �� li ti i �N co w Q'I Nco q�p�cp Cn 4 +00 A 5 +00 CA 6 +0 + + F ti Fo o 6 +02.50- cwn w 4 +03,97 0u w ul w 41 fil PLAN SHO #Z!MC 6 "TZA1V ! OlY dJ ,�NGIN'A.7.RING' DIVISION % � f' "*' j�� r°°� 1625 rll!#'S,SfICfIeIS�''.TTS' AYAiYUVs' LAXINCTOlY _k,4. UZj'?40 Dh'4 EY mss. DATE.• August gol o " .SCALE- AS' NOTED 'msfCNED AY.• _df �� Ch'ECN ,21i s9Y If-L IJATE h'E6'ISIPN BY CONTRACT NO 1 38 ,SHEET NO. .2 OF' RECORD D4"K1/4`'' 7 ­