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Home My WebLink AboutR-3829050 0 Y Z O Z Lai Q 0 S o L.- a c vn lLJJ V ) C) L_LJ V) Q CL ry Q U U Q CL Q. O o 404 U) , (n c: C) E IV 1 Q UU Z W SDMH � L Z � p 12* CMP I.E. E-33.61' c F - 0 0 DE E a'N _0 N CD ff W = XURNNNNN© Know what's below, 0111 before you dig. STO W TABLE CB #2 , TYPE 2-4W W/STANDARD GRATE RIM=37.75 IE=31.53 (12" N,S) IE=31.53 (8" E) C8 #3 , TYPE 2-46' W/STANDARD GRATE RIM=37.75 IE=32.23 (12" N,S) CB #4 , TYPE 1 W/STANDARD GRATE RIM=37.75 IE=32.92 (12" N,E) CB 46 ,TYPE 1 W/STANDARD GRATE RIM=37.90 IE=33.57 (12" E,W) IE=34.70 (8" N) CB #6 ,TYPE 1 W/STANDARD GRATE RIM=37.90 IE=34.17 (12" W,E) CB ##7 , TYPE 1 W/STANDARD GRATE RIM=37.90 I E = 34.80 (12" W) C8 #U , TYPE IM W/STANDARD GRATE RIM=35.40 IE=33.10 (12" NE) IE=33.88 (8" S) CB #15 , TYPE 1 W/BEEHIVE GRATE RIM=37.50 IE=35.22 (12" N,S) MATCH LIFE SEE SHEET C6 0� �0�0�m 7g i IR 1 mwg' mt 0% M E'. 1 fhQ L TAX N " 1 158 LF 2" CPEP SD 0 0.32%1 722300 10 CB =.t 95 F 12" CPEPM CB #14 .... , . `- " CONNE �OOTING D I -W2 r.; " • tONCH •; .4 . TRENCH WITH NO SLOPE- • . .. • . CONTRACTOR TO INSTALL 4" I .' ry PERFORATED PIPE PERIMETER' CDN ECIO• DRAIN AT FOOTING BASE AROUND • ' - 1 BUILDING. DRAIN AND CLEANOUTS 4 TO BE INSTALLED PER ; GEOTECHNICAL RECOMMENDATIONS. TRENCH DRAT LIGHT BASE E I 136 LF 12" IDE W/EXTRA HEAVY DUTY . • �; � GRATE. NCH BOTTOM SHALL BE SLOPED n, LICIT BASE � � o I; NOFY. GRATE ELEVATION=35.40 °•r" .L. CONTRACTOR TO PROVIDE SUBMITTAL TO NGINEER FOR APPROVAL. CONCRETE = • ° - 1- ENCASEMENT DESIGN/BUILD BY CONTRACTOR. ' , • • : •_ r , •., •a:' t I SEE DETAIL ON SHEET C20. : •I • ' 3 PROPOSED BUIL - > FF=3'9.50N•,�• �. .. C CULV 4� 1 �•$8 . 4 •: 34.00' CB 1 : G STD GRATE 1 _ I =,3441 a i ' 4 CONC I.E. :=32,7 1 � "�♦ 8 PVC LE, W=32.61 � 0 UT..RYCMINIINIGG :� 8 4 PVC I.E. W=33.11 IE 12" SD=35.31 6 CONC I.E. S=31,515a j T/P 8" SS=33.93 1 / IE 8" W-36.81 1 i j < STD GRATE / -� ; RIi=343' s '' Baa CON€�C°°°°++ I.E. N=32. baa CONC I.E. S=32,,6 gym.... OLE " 112" CONC I.E. W=3 ' ii IRE 156 LF 12" CPEP SD 0 0.5% C O V) 1-- Z LLJ v � � ~ U "� Z U N O cr "m U d M WV) (n Z Z 5; p o cr a z MATCH SEE SHEET C6 <t a 1 / / -5 09 10443&` W Y W W Q 1 I I i X X m 1 111 �y p N N N p POW R POLE to to UTIL EASEMENT ' ? '�- RE 70926170 � 1/ 1 14. CB ltd 41Da � TE 6" CONC I.E. S=39.84 SDMH / r RIM=41,38$ 6" CONC LE, NW=38.68' 12" CONC I.E. S=38,23' +�v CB SOLID LID RISA=40.14' �1 •; 6' CONC I.E. NE=31.39' 3" GONG I.E. S=31 439' ;r ,p ` CB S GRATE / RIM- 033 'r / 4 ,r /4 ,r /y /p ,b r � 'r ,r r r Q`' 'r 'r ,r ,r �* r SPEED LIMIT SIGN t POWE POLE Q GATE A POWER TER P ER VAULT "PRIVATE SIGN CD STD GRATE RIi=39.86 CR 1 X2 GRATE 6" PVC I.E. E=37.36 RIM=3 «66' 12" CONC I.E. SW=37.36' 6° CONC LE, W-38,76¢ SDMH SDMH RIM=40.31' a 3" C I E E-33 6" -.�• .. a- • . 0 © r tCB STD GRATE : RIM � � I 1 1 MONITOR WELL C 03066"low7 I'M cr BOLLARD Je } ,=r.. ,.. ,. ,, , " ...,. . :. ....,.,, .«..:, .<,a. «uxxxxxi„xxx exx�>,xxx,,.,a,xv w,xxxvxx�r»x x:' ..,.«aar;,aanx ,,.>'a.>r,.a:. ;,.a><.x ...::,�w•>, ,,.. ,.�... i - ' , i�' hs � ..o. ..3313 '... ... ''�i. .:. ., , �. .. , ., • : !. N E rl IlY�;�ti, r MHd . -t a��'9rtawrz�l*aU3ake.saftaY.v*tx'. M+�"ea>,X�'d�SfY&aaNritiri}auii: },wiu>i✓fii�i. x3t�#�illAiii�lks3.]aii"w:#'�d``#i#pta. �,xv uw. o ,nen. ..,g Sf �a�it�[s3s.'1�3?ub�&Ri ShNiW�.#,,,#iS312k##ub, .,... ,., ," ,: ,.. '.h # �.. , „ ,. > i <:3:.: x.v- r B... .e�.�•.-.,._t_. _ 3,1.'•-,#si#xau�x# rt�uu� . �„ uta. - >}sr�a55t�u>v�x.... .....- _. -. .- INLET W/SOLID 24- # e .. : RIM=35� 6'.�� . «� c x..11 3 , - WK,� , BOLLARD i _ ♦i "1 ♦.i ♦I �� -/ \; is _ OPOWER POLE W/TRANSFORMER_ _G a i CB STD GRATE,," FLA - . i 11:.9: • • ; p =29 DO rI i 7 leff, ENTER - ,,i " > -. �1 CONNECT TO FOOTING DRAIN ❑2 CONNECT TO ROOF DRAIN. COORDINATE WITH ARCHITECTURAL PUNS. TEL. M/H RII =39.99 6 GN .. = ,2 36" CONC I.E. W=33.29' 36" CONC I.E. W=33,26' - POWER POLE 24" CONC LE. SW=33.19` W/L 12" CONC LE. N=36,19' U 29+00 30+00 SSI -I N w U � Z Q IV 1 4" CONC I.E. E-31,48' UU Z Z J SDMH CB STD GRATE Z J0 12* CMP I.E. E-33.61' 36" CONC I.E. NE -33.21' 0 0 12• D1 I.E. W=32.71' Y MONITOR WELL (Yw I I I w N N x m m V) C:j a D 0 06 D � U Q W W m 0 0 Y Y 0es (,� � r (n w Z cn o Z o w Y U w Ex a a. I I _ L) ry ai n - Q a rV V I W � Q Q Q V' O v m LO O N N CD E i= Q) a 0 3 ,F__� v I Z o U-) U) N c cr_ C .m C N LO N 0 0 0 N ai O Z ff W = XURNNNNN© Know what's below, 0111 before you dig. STO W TABLE CB #2 , TYPE 2-4W W/STANDARD GRATE RIM=37.75 IE=31.53 (12" N,S) IE=31.53 (8" E) C8 #3 , TYPE 2-46' W/STANDARD GRATE RIM=37.75 IE=32.23 (12" N,S) CB #4 , TYPE 1 W/STANDARD GRATE RIM=37.75 IE=32.92 (12" N,E) CB 46 ,TYPE 1 W/STANDARD GRATE RIM=37.90 IE=33.57 (12" E,W) IE=34.70 (8" N) CB #6 ,TYPE 1 W/STANDARD GRATE RIM=37.90 IE=34.17 (12" W,E) CB ##7 , TYPE 1 W/STANDARD GRATE RIM=37.90 I E = 34.80 (12" W) C8 #U , TYPE IM W/STANDARD GRATE RIM=35.40 IE=33.10 (12" NE) IE=33.88 (8" S) CB #15 , TYPE 1 W/BEEHIVE GRATE RIM=37.50 IE=35.22 (12" N,S) MATCH LIFE SEE SHEET C6 0� �0�0�m 7g i IR 1 mwg' mt 0% M E'. 1 fhQ L TAX N " 1 158 LF 2" CPEP SD 0 0.32%1 722300 10 CB =.t 95 F 12" CPEPM CB #14 .... , . `- " CONNE �OOTING D I -W2 r.; " • tONCH •; .4 . TRENCH WITH NO SLOPE- • . .. • . CONTRACTOR TO INSTALL 4" I .' ry PERFORATED PIPE PERIMETER' CDN ECIO• DRAIN AT FOOTING BASE AROUND • ' - 1 BUILDING. DRAIN AND CLEANOUTS 4 TO BE INSTALLED PER ; GEOTECHNICAL RECOMMENDATIONS. TRENCH DRAT LIGHT BASE E I 136 LF 12" IDE W/EXTRA HEAVY DUTY . • �; � GRATE. NCH BOTTOM SHALL BE SLOPED n, LICIT BASE � � o I; NOFY. GRATE ELEVATION=35.40 °•r" .L. CONTRACTOR TO PROVIDE SUBMITTAL TO NGINEER FOR APPROVAL. CONCRETE = • ° - 1- ENCASEMENT DESIGN/BUILD BY CONTRACTOR. ' , • • : •_ r , •., •a:' t I SEE DETAIL ON SHEET C20. : •I • ' 3 PROPOSED BUIL - > FF=3'9.50N•,�• �. .. C CULV 4� 1 �•$8 . 4 •: 34.00' CB 1 : G STD GRATE 1 _ I =,3441 a i ' 4 CONC I.E. :=32,7 1 � "�♦ 8 PVC LE, W=32.61 � 0 UT..RYCMINIINIGG :� 8 4 PVC I.E. W=33.11 IE 12" SD=35.31 6 CONC I.E. S=31,515a j T/P 8" SS=33.93 1 / IE 8" W-36.81 1 i j < STD GRATE / -� ; RIi=343' s '' Baa CON€�C°°°°++ I.E. N=32. baa CONC I.E. S=32,,6 gym.... OLE " 112" CONC I.E. W=3 ' ii IRE 156 LF 12" CPEP SD 0 0.5% C O V) 1-- Z LLJ v � � ~ U "� Z U N O cr "m U d M WV) (n Z Z 5; p o cr a z MATCH SEE SHEET C6 <t a 1 / / -5 09 10443&` W Y W W Q 1 I I i X X m 1 111 �y p N N N p POW R POLE to to UTIL EASEMENT ' ? '�- RE 70926170 � 1/ 1 14. CB ltd 41Da � TE 6" CONC I.E. S=39.84 SDMH / r RIM=41,38$ 6" CONC LE, NW=38.68' 12" CONC I.E. S=38,23' +�v CB SOLID LID RISA=40.14' �1 •; 6' CONC I.E. NE=31.39' 3" GONG I.E. S=31 439' ;r ,p ` CB S GRATE / RIM- 033 'r / 4 ,r /4 ,r /y /p ,b r � 'r ,r r r Q`' 'r 'r ,r ,r �* r SPEED LIMIT SIGN t POWE POLE Q GATE A POWER TER P ER VAULT "PRIVATE SIGN CD STD GRATE RIi=39.86 CR 1 X2 GRATE 6" PVC I.E. E=37.36 RIM=3 «66' 12" CONC I.E. SW=37.36' 6° CONC LE, W-38,76¢ SDMH SDMH RIM=40.31' a 3" C I E E-33 6" -.�• .. a- • . 0 © r tCB STD GRATE : RIM � � I 1 1 MONITOR WELL C 03066"low7 I'M cr BOLLARD Je } ,=r.. ,.. ,. ,, , " ...,. . :. ....,.,, .«..:, .<,a. «uxxxxxi„xxx exx�>,xxx,,.,a,xv w,xxxvxx�r»x x:' ..,.«aar;,aanx ,,.>'a.>r,.a:. ;,.a><.x ...::,�w•>, ,,.. ,.�... i - ' , i�' hs � ..o. ..3313 '... ... ''�i. .:. ., , �. .. , ., • : !. N E rl IlY�;�ti, r MHd . -t a��'9rtawrz�l*aU3ake.saftaY.v*tx'. M+�"ea>,X�'d�SfY&aaNritiri}auii: },wiu>i✓fii�i. x3t�#�illAiii�lks3.]aii"w:#'�d``#i#pta. �,xv uw. o ,nen. ..,g Sf �a�it�[s3s.'1�3?ub�&Ri ShNiW�.#,,,#iS312k##ub, .,... ,., ," ,: ,.. '.h # �.. , „ ,. > i <:3:.: x.v- r B... .e�.�•.-.,._t_. _ 3,1.'•-,#si#xau�x# rt�uu� . �„ uta. - >}sr�a55t�u>v�x.... .....- _. -. .- INLET W/SOLID 24- # e .. : RIM=35� 6'.�� . «� c x..11 3 , - WK,� , BOLLARD i _ ♦i "1 ♦.i ♦I �� -/ \; is _ OPOWER POLE W/TRANSFORMER_ _G a i CB STD GRATE,," FLA - . i 11:.9: • • ; p =29 DO rI i 7 leff, ENTER - ,,i " > -. �1 CONNECT TO FOOTING DRAIN ❑2 CONNECT TO ROOF DRAIN. COORDINATE WITH ARCHITECTURAL PUNS. TEL. M/H RII =39.99 6 GN .. = ,2 36" CONC I.E. W=33.29' 36" CONC I.E. W=33,26' - POWER POLE 24" CONC LE. SW=33.19` W/L 12" CONC LE. N=36,19' U 29+00 30+00 R-382905 IV v WAS P 38950 /0NA EAG 6/19/2015 Z SSI -I N RIM=42"38' IV 1 4" CONC I.E. E-31,48' cO 24" CONC I.E. W®31.38' SDMH CB STD GRATE RICA -39.86' RIM=40.21' 12* CMP I.E. E-33.61' 36" CONC I.E. NE -33.21' 12. O.I, I.E. N=32.71` 36" CONC I.E. E=33.41' 12• D1 I.E. W=32.71' Y MONITOR WELL R-382905 IV v WAS P 38950 /0NA EAG 6/19/2015 Z •- � N IV 1 ° cO z' Cy V r �o• z U 'L zC N N s° Y O J) w W F=- Z U � Z 0 g t`ii w x a� Z � Z � W N N N � M. Q M N 00 Z O Ntt? 0�p Z � Z W Z _ _ W Uj Q � Lf) Z� 3-: N N 0 z � ~ tI7 � W }- N Z N N J� 00 Ljj Y U t= z - • 7- U1 " W �► v 5J ool Y- B • Dote: •- � N IV 1 By: Date z' Cy %% o N r 0 O By: Date zC N C Y J) 1�' 7m m m m C:j D 0 06 D � U Q w W F=- Z U � Z 0 g t`ii w x a� Z � Z � W N N N � M. Q M N 00 Z O Ntt? 0�p Z � Z W Z _ _ W Uj Q � Lf) Z� 3-: N N 0 z � ~ tI7 � W }- N Z N N J� 00 Ljj Y U t= z - • 7- U1 " W �► v 5J ool Y- B • Dote: •- � N By: Date z' Cy %% o N 0 O By: Date zC = D 7 n v O ,c) m ;CD D C cn L z'7 zC = C OJ O J) 1�' 7m m m m C:j D D 7 n v O ,c) m ;CD D C cn