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Home My WebLink AboutzD-2722Setif 1 < E Uj > < Ljj W Lu Lij LLJ cy, 4(- r 0 ko ti 1 cc Al, 4 IN;7 ii CB CONNECT #2A CB TO EX. SD — CB#s CB#8B PLOG EX. SD (SW) REMOVE EX. CB AND REPLACE M m cyl '\—CONTRACTOR SHALL RESTORESIDEWALK AND LANDSCAPE IN THIS AREA I I lonc. T SCALE Horiz. 1" = 20' 0 272 6PI Vert. 1 5' I 'I + 0 14+00 �:It + I 6 +0C ....................... ............................. ................... .......... ....... ... r ..... ...... . . . .. ... .. .. . ... . . . .. 6 . WATER CB#3, TYPE:2, 48" (TO BE ABANDONED) STA. 116+58,'. RT. :> CB #1 TYPE 2,.'48: CB #2, TYPE.2, 1-8 SOLID LOCKING LID CB#4, TYPE 2, 48" Tc STA.'!16+69.:RT. l' STA. 3 40 l, -28, RT. I- STA_ 115+02, RT_ I' RIM = 35.02'+ SOLID LOCKING LID SOLID �9(;�ING LID SOLID.I_OCKING LID. ...... .. ................... ...... S :4U ....... ......... ............. ......... ....... 18" (W) !E � 31.67 ....... I RIM = 35+00.± w .. ... ... I ALL T,'PE 2' 1--B S SHALL HAVE SOLID LOCKING LIDS. Rim - 34m + T jl� IE = 28-t6 18" (W) IE 30.25 12` (N) IE = 31.07 12" (E) IE 3:1.47 J. P PROFILES ARE ALONG PIPE LINES. t2 (N) 1 ALL CB i _:RATES SHALL BE SET 0.1 FEET BELOW 18" (S) IE = 28.1b 18" (E) IE 30.25 W ATER 1,F.H-) 2" (IN) IE = 3L47 m ADJACENT R&,ND LEVEL (8" (E) IE = 28.04 6" SO (ABANC')ONED) 12" (N) IE 3l (T 0- BE ABANDONED) .2' GAS 12" (NE) IE -31.47 7 (TO BE RELOCATED I M ADJUST TYPE I r B'� j 12" (S) IE z� 30.25 12- (S) IE 3�ic)7 -Z i B S 70 LOCATE AT LOW POINTS, N FLOW LINES, EXISTING UTILITIES. ......... ......... ........ ...... .......... Y PSE) AND TO CLEAR ............... ....... .............. ..... GRADE AT CENTER LINE. 17. 1 . U JNTPACTaR SHALL RESTORE ALL LANDSCAPING, — — — — — — — — — — — — 0 ANDI JIRLICTUPE F-11TP1131)] 6 1 49 LF 2" CPEP SO @ 0.57%: f361 LF 18"-CPEP SID @ 0,60% 0I : WHERE NOTE D '-IN PLANS, AND/OR PROFILES, RELOCATION UGP 74 LF 18" CEP So @ 0.75% /-)F PRO IATE UTILITIES SHALL BE BY OTHERS. Urp JGT ... ............ ...... ......... -'PE-J ... ............ .... . ...... ...... TYPE I 71HALL JAINTAIN MINIMUM OF 6" BETWEEN STA. 115.02, LT. 17� 'L T P 11"' WATER IAAIN/�IANIIARr SEWER AND 12" & 18" STORM DRAIN. BI-DIRECTIONAL VANED GRATE 8" SF L-31 LF 12" CPFP SD @ 1-3% STAY 116+72, LT, 18 5" CB # 2B, TYPE I BI-DIRECTIONAL VANED GRATE F� RIM EL. j3.38 1,,EEP MINIMUM CF 3"-6" VERTICLE CLEARANCE BETWEEN GAS LINES: 24" WATER sEWER RIM 4NED STORM PIPE. STA 55+06, RT 8' STA. 115+0�, RT. 17' 12" (S) IE:=30.75 12" GAS 1'. NEW 12" WATER 34, BI-DIRECTIONAL VANED GRATE 12" IS' I E 31-51 CONNECT TO EX. MH: 12" (N) IE 31.60 (APPROX.'DEPTH) CB#�B, TYPE I SE WILL PROVIDE FIBERGLASS REINFORCED PLASFIC (FRPi ......... -TY-PE-2-,-4&! ......... .�IM.EL: ...... .... : .... 1... . . - . ...... .7 N �,I ILA ................... ST4., RT.'1'8 ....... _1IC&I SPACERS BETWEEN 12" GAS LINE AND 12 STORM LINE. 3 55 12" (N*) IE =-30.40 5: il6+*6q' RIM EL:. = 55J2 . I :' L 81-DIRECTIONAL VANED GRATE _)l' T ACTOP SHALL PLACE CDF BACKFILL BEPNEEN 12" HIP CDF BACKF RIM EL. 34.24 + R _A� LINE ANC "?' STORM DRAIN AS DIP (TO BE REMOVED DIRECTED BY ENGINEER. 18" (N):IE � 27.90 12" M 1E 32.00 EX. 11" SO 110 WITHIN LIMITS OF (TO BE RE116VED) SD WAs TRENCH) FIBER OPTIC DUCT BANK - _7 GAs WATER TE .... APPROX: DEPTH) ... ...... I . ..... 3.0 _T ............ -WATER-J J_L 0. .............. .......... ........ ....... 3- 0': . ....... ...... .......... 7 HE SHPLL BE RESPONSIBLE FOR VERIFYING SS 4" GAS -'TO BE RELOCATED DY PSE I, UGT. L J -N, Dj[,AFNSJON, AND DEPTH OF ALL EXISTINl-, 16 LF 12" C�El 20 LF 12- CPEP 49 CIF 18" SO CPEP 0.55% _ATIO SD @ 1. 0% 18 :LF 12" DIP -:� WIT 111!N THE PROJECT. WHETHER SHOWN ON THESE TIE' q q 2 169 17 LF 12" DIP SID @ 01% -!TIES AND ��URVEONC N�, -Pi P,_,THOLING THE UTII. 4" GAS SD @ 1.0% 'D, GISTS SD @ 0. 18% —179 A— EX ',�EPTIIIA_ 'NE ....... ..................... .......... (TO BE RELOCATED BY PSE).L--:� .12".WATtH NEW 12" WATER L PIZ� OR T6 CONSTRUCTIOIN ..... . ... .... NAL . ...... ... . ................................... ....... I . jNTAL 1 0�_ATION PRIOR ...... .................................... .... ........... . .. ........ ri 1-1:' IT:E� DN _' SHONN : THE PI AN�_, ARE BASED UPON' THE 12" SS D PIJBL1(_ INF -.PMATION AND ARE SUBJECT TO VARIATION. ONVERIFIE RECOMME7NED FOR APPROVAL IF _'_)NFLICTS _;&CUF CONTRACTOR SHALL CONSULT THE EN11� . INEER fl-, RESOL✓F THE PROBLEM PRIOR TO P"�I',:-EE, N _� WTH -C -TR -TION. _)NIE I IJ STORM WA T 'DATE u7Ty r —M MAINTENANCE MANAGER DAM .... . ..... Lu IN;7 ii CB CONNECT #2A CB TO EX. SD — CB#s CB#8B PLOG EX. SD (SW) REMOVE EX. CB AND REPLACE M m cyl '\—CONTRACTOR SHALL RESTORESIDEWALK AND LANDSCAPE IN THIS AREA I I lonc. T SCALE Horiz. 1" = 20' 0 272 6PI Vert. 1 5' I 'I + 0 14+00 �:It + I 6 +0C ....................... ............................. ................... .......... ....... ... r ..... ...... . . . .. ... .. .. . ... . . . .. 6 . WATER CB#3, TYPE:2, 48" (TO BE ABANDONED) STA. 116+58,'. RT. :> CB #1 TYPE 2,.'48: CB #2, TYPE.2, 1-8 SOLID LOCKING LID CB#4, TYPE 2, 48" Tc STA.'!16+69.:RT. l' STA. 3 40 l, -28, RT. I- STA_ 115+02, RT_ I' RIM = 35.02'+ SOLID LOCKING LID SOLID �9(;�ING LID SOLID.I_OCKING LID. ...... .. ................... ...... S :4U ....... ......... ............. ......... ....... 18" (W) !E � 31.67 ....... I RIM = 35+00.± w .. ... ... I ALL T,'PE 2' 1--B S SHALL HAVE SOLID LOCKING LIDS. Rim - 34m + T jl� IE = 28-t6 18" (W) IE 30.25 12` (N) IE = 31.07 12" (E) IE 3:1.47 J. P PROFILES ARE ALONG PIPE LINES. t2 (N) 1 ALL CB i _:RATES SHALL BE SET 0.1 FEET BELOW 18" (S) IE = 28.1b 18" (E) IE 30.25 W ATER 1,F.H-) 2" (IN) IE = 3L47 m ADJACENT R&,ND LEVEL (8" (E) IE = 28.04 6" SO (ABANC')ONED) 12" (N) IE 3l (T 0- BE ABANDONED) .2' GAS 12" (NE) IE -31.47 7 (TO BE RELOCATED I M ADJUST TYPE I r B'� j 12" (S) IE z� 30.25 12- (S) IE 3�ic)7 -Z i B S 70 LOCATE AT LOW POINTS, N FLOW LINES, EXISTING UTILITIES. ......... ......... ........ ...... .......... Y PSE) AND TO CLEAR ............... ....... .............. ..... GRADE AT CENTER LINE. 17. 1 . U JNTPACTaR SHALL RESTORE ALL LANDSCAPING, — — — — — — — — — — — — 0 ANDI JIRLICTUPE F-11TP1131)] 6 1 49 LF 2" CPEP SO @ 0.57%: f361 LF 18"-CPEP SID @ 0,60% 0I : WHERE NOTE D '-IN PLANS, AND/OR PROFILES, RELOCATION UGP 74 LF 18" CEP So @ 0.75% /-)F PRO IATE UTILITIES SHALL BE BY OTHERS. Urp JGT ... ............ ...... ......... -'PE-J ... ............ .... . ...... ...... TYPE I 71HALL JAINTAIN MINIMUM OF 6" BETWEEN STA. 115.02, LT. 17� 'L T P 11"' WATER IAAIN/�IANIIARr SEWER AND 12" & 18" STORM DRAIN. BI-DIRECTIONAL VANED GRATE 8" SF L-31 LF 12" CPFP SD @ 1-3% STAY 116+72, LT, 18 5" CB # 2B, TYPE I BI-DIRECTIONAL VANED GRATE F� RIM EL. j3.38 1,,EEP MINIMUM CF 3"-6" VERTICLE CLEARANCE BETWEEN GAS LINES: 24" WATER sEWER RIM 4NED STORM PIPE. STA 55+06, RT 8' STA. 115+0�, RT. 17' 12" (S) IE:=30.75 12" GAS 1'. NEW 12" WATER 34, BI-DIRECTIONAL VANED GRATE 12" IS' I E 31-51 CONNECT TO EX. MH: 12" (N) IE 31.60 (APPROX.'DEPTH) CB#�B, TYPE I SE WILL PROVIDE FIBERGLASS REINFORCED PLASFIC (FRPi ......... -TY-PE-2-,-4&! ......... .�IM.EL: ...... .... : .... 1... . . - . ...... .7 N �,I ILA ................... ST4., RT.'1'8 ....... _1IC&I SPACERS BETWEEN 12" GAS LINE AND 12 STORM LINE. 3 55 12" (N*) IE =-30.40 5: il6+*6q' RIM EL:. = 55J2 . I :' L 81-DIRECTIONAL VANED GRATE _)l' T ACTOP SHALL PLACE CDF BACKFILL BEPNEEN 12" HIP CDF BACKF RIM EL. 34.24 + R _A� LINE ANC "?' STORM DRAIN AS DIP (TO BE REMOVED DIRECTED BY ENGINEER. 18" (N):IE � 27.90 12" M 1E 32.00 EX. 11" SO 110 WITHIN LIMITS OF (TO BE RE116VED) SD WAs TRENCH) FIBER OPTIC DUCT BANK - _7 GAs WATER TE .... APPROX: DEPTH) ... ...... I . ..... 3.0 _T ............ -WATER-J J_L 0. .............. .......... ........ ....... 3- 0': . ....... ...... .......... 7 HE SHPLL BE RESPONSIBLE FOR VERIFYING SS 4" GAS -'TO BE RELOCATED DY PSE I, UGT. L J -N, Dj[,AFNSJON, AND DEPTH OF ALL EXISTINl-, 16 LF 12" C�El 20 LF 12- CPEP 49 CIF 18" SO CPEP 0.55% _ATIO SD @ 1. 0% 18 :LF 12" DIP -:� WIT 111!N THE PROJECT. WHETHER SHOWN ON THESE TIE' q q 2 169 17 LF 12" DIP SID @ 01% -!TIES AND ��URVEONC N�, -Pi P,_,THOLING THE UTII. 4" GAS SD @ 1.0% 'D, GISTS SD @ 0. 18% —179 A— EX ',�EPTIIIA_ 'NE ....... ..................... .......... (TO BE RELOCATED BY PSE).L--:� .12".WATtH NEW 12" WATER L PIZ� OR T6 CONSTRUCTIOIN ..... . ... .... NAL . ...... ... . ................................... ....... I . jNTAL 1 0�_ATION PRIOR ...... .................................... .... ........... . .. ........ ri 1-1:' IT:E� DN _' SHONN : THE PI AN�_, ARE BASED UPON' THE 12" SS D PIJBL1(_ INF -.PMATION AND ARE SUBJECT TO VARIATION. ONVERIFIE RECOMME7NED FOR APPROVAL IF _'_)NFLICTS _;&CUF CONTRACTOR SHALL CONSULT THE EN11� . INEER fl-, RESOL✓F THE PROBLEM PRIOR TO P"�I',:-EE, N _� WTH -C -TR -TION. _)NIE I IJ STORM WA T 'DATE u7Ty r —M MAINTENANCE MANAGER DAM .... . ..... t L L.Li Lu Lu <c � � <1 Uj LU L a_ IF 3 1013#1113 PLUG EX_ SD (SM ILLIAM E S- Deck ReAOVE EX dC AND REPLACE I wood fn,e — -- — -- cB#w I C, E Wd, 7-- 77� 10 5E AEIANDONIDI cB#8 F LLN(T `7 0 L S01'29'40"W CD -s Ave T iii M: -A Ld + J_ ON T V910, l Corc Wo. , [E - — — - - -- a3 - — -- — -- — - 6 GB#1 1 A BMOA RE OV EX cs ffio > AND REPLACEX (S a#3 v SHEET 11) NOTE E P S C13PA� B 0/? WAS,, CI z3169 NAL Horiz. 1 20' [EXPIRES Di&2*72202 Vert, 1 = 5 F� 4 + CIO -Uu M 6 '1-00 6 2 + 0 0 0+00 77 ... I r : , , * , * , , * : .... * ............. ......... ............ ........ .......... ........ .. ....... ...... ............... .......... ......... ......... ......... ....... ......... ......... ......... ................... ......... CD C B #11 , :TIRE 22, 1 8"� C.B. #110, TYPE 2, 48" C B TYPE STA. 62+86, 4RT. 1' IT I Lo LIJ STA, S-+8-1, RT. I' STA. 61+32; RT. V (�_B. #�, TYPE 2, 48" SOLID LOCKING LIE) SOLID LOCKING LID :SOLID LOCKING LID STA. 5,9+29, RT. 1 C) + L.Lj RIM -- 38 50 t RIM = 37.90•± RIM 36.76 ± NOTE: C.B. #8, TYPE 2, 48" SOLID 'LOCKING LID, C7) .32.13 12" S) 1E. = 72.56 1-9" �NS� IE 12" IE 31.44 SIDE SEWER DEPTH STA. 59+64, RT. 1' :1 RIM =• 35.02 12': E) E 34 60 1:2 IE 12 N) IE 51.44 UNKNOWN -(TYPICAL) SOLID LOCKING LID 1?'" (E) IE 01.0? 2' W�'IF: '-.' -13,� 60' ......... .......... .. 1:2"" (E)' tE 12" E) -IE... 32:96 ... ......................... ............ RIM 35.21)'� *± ...... : � I , Ld 1, 8, (W' "), 'I If 6 1 34.16 12" � i (IN .2" (W) IE (W) I E 32-96 122 " (E) I E = 31.13 1 �N, IE 31.()7 1+ r) - - - - - -- -- - - - - - -- (l AT CNTER LINE 112:' (W) � IE :-1 3 1 13 Ld - - - - -- - - - - - - - -1- - - - - - - I - 2 E 7 1 1 3 'N): -- — — — — �S) E 31 -13 GAS - - - - - - - - - - - - - --- - - - I :' GAS GAS - - - - - - — - - < ............................ ...... ....... ......... : .... : --- - - - - - - - : ............ —I! .............. ....... ... .............. . ............... ....... S, Ss S Ss SS GT V LLJ 'UGT 95:11F 12" CPEP SID, @ C,45% T i'P E: 1 154 LF 12" CPEP 'SD @ 0.45%: 168' LF 12" CPEP SID O� 187 IT — . ss 'T . ....... ......... ........................ ...................... C I ......... B#- 9A -Tt'PE I ..... ....... ....... ........ .... ............... ...... ........... FR# 9F, TYPF � L! t P, B ff B, Fl:PE 1 Bi-DIRECTIONAL VANED C!"Al E s, o -,-.32, RT. 20' E R11M, EL. �,7 88± C' VANED GRATE+ 8' S D STA, 52+86,: FT� RIM EL =: 36.05± RAND,"N EX, RIM EL. = 36.05 + 31-DIRECTIONAL VANED CRATE 12': (E) IE.— 33.15 12" (E) IE �: 33.17 CE3# 8A, TYPE:1 -RIM EL. 370C ........... ...... 40 # -DI B I - E-3 R. ECT OINAL VANED GRATE w B� DIRECTIONAL VANED GRATE STA. 59+75 R�T 20i, SD (4 v 77 RIM -EL. = 37.00-+ RIM EL. = 34-.-4 BI— DIRECTIONAL VANED 58 [E) !E = 3 4.'_ 12" (E) IE 31.34 RIVI E-L. = 34.52± �2 " (E) I E = 31.32 ................... ............... ....... ........... ............... ...... ............ ... ........ .............. ...... .......... :Y RECOMMENDED OOR APPROVAL T1 1 W (TO BE ABANDONED' STORM WATER ,/U7LITY DATE TH, BY OTHEPS UGT 01 J,l 71:� E�P. :13Y .10THERS ... D...', 0., ............. STORM •WATE._1 ....... (TQ. B .......... .......... L3(3T- ........ ............ ........ 3 RELOCATED 13�, �DTHERS) .......... ....... � ] . . l. . L. **' L ......... ........ ........ NEW 12" WATER UGT— 6" W (TO BE ABANDONED) W (TO BE ABANDONED) _F 2" C'PEP SU 07— (TO BE RELOCATED) :6 W (TO BE ABANDONED) U L__j 9 LF '12" CPEP SE) 1.0% OCT NEW 12" WATER UGT NEW 12" WATER i L L-1 21 HP CAS '-ill LF 12" CPEP SD @ 1.0% NEW 12 NAT ;;R 19 LF 12" CPEP SID Q I _O% 21 LF 12": CPEP SD 1:,07 —19 LF! 12" CPEP SID @ 1.0% UGT 2 0 1,F 12"� CPEF' SD SS S,� GAS 12" A 2" GAS —1 2'� HP GASZj\ P GAS 1 1 - 121" HP GAS 8 S 9 1 LF 12"' CPEP SID 0 1.0 2" GASH wto 8" Ss 18 S J 0 C) - H 19 IPP ,,, F0R%l , ;L LLJ LID cz� 0 1-- Lo LU L U) Lu C? m W CL. 1 LU G-1 �� v 3 rn E m i RA LAJ ' LLJ I _ - _ A n. - - -. -- _'-r- "' - - —_ ° :.. — N01'28 30 E `O i - -- - - -- VJ s ^ 931 -2':' ! _7 Eh 1 - - - zr I , Deck j Deco III III.. F� Ii'.. CB 21 A I iR / J _ T -- CB #19A I - I i I Z 1 I _ LL I � i 1 , III S "� `� _ ✓I r' I Hcriz. 1" = 20' Vert. 1 " = 5' ° °�9FCi3169 _ _ _. �'?I I---�' 58 +00 57 +00 56 +00 ..-)5 +00 �S`S�ONA�ENG` 54 +00 �, �1 ---�� .li:�.1. .TYPE. q. .4g .. .............. ... ........ .. .................. ............................... .... ................... ..... .. ...... ......... .IE tiYIF(t5 D�U �O� 1• ......... ................. C.B C.6 #20, YPE- 2, 48° C B 19,' TYPE 2, 48 "' CB TIDE 2 a&`' 14 LF 12" DIP > STA. 57+ 96, RT. 1' % SOLID LOCKING LID ST,� 56+ 36, RT 1' SIA. 54 +92, RT. 1' STA.: 54 +04, RT. :1' SD @ 0,36% :RIM 34.4:0 +/- SOLID LOCKING -LID SnLID LOCKING LID SOLID LOCKING LiD — NOTE: RIM 33.25 +/- RIM = 3?.30± RIM I•EL. 31 :90� CB 18C, TYPE 2. 48" L ® 2" (S) IE 30.30 — 12: S IE', _ X9.28' SIDE SEWER DEPTH 12 °''(S IE = 28 :35 18" ; S IE - _4'.85 STA_ 53 +90, RT:' 1' UNKNOWN: (TYPICAL) 12" N'' IE = 29.28 2" N lE' = 28-35 1'2' N3 IE = 2'7,7'3 SOLID LOCKING'CIE) - i, W IE I= 31.00 ( ( < _,._ ........................... .).._,....... ..'.l.'.:...,........ ..:.., .....,'.................:..:.._ ..1 ... ...... ,2:. .. i.., ! °'k - - -- --- '-- - - - - -- r 2�,•E•CE• -- •3.28;..... ..',. ..... ....... ..,:, -�-- i� E IE,�= '29.'04.,. ... :. .,. .1"?t`:'Sj'IE•- ._3.50- '!''' RMIEL'.' G1 I -------------- - - - - -= : : 12.. i'�') E' - ?9.00 ! ?',. !4s) IE �7.�4 - ----- - - - - -- - -- - - - -I - -- NTER LINE -I - - - - i : $ !N IE :2480 i SS. - - -- -- - - _ C C vRADE AT � I %'I' (N) IE .28.45 160 Lr, 12" CPEP SD @ 0,78 - - -- -- Q. ................... ........:.........: ................. 72„ CPEP'S� Q.647................... ...... . .... .I.. UGT ...... ... ?.I ^1 144 LF'., .... ....... E 88 L (:PEP ` D (;O 11647 � �P P : - � J SS: 4 4 i.yi Ss 4 i 5 SS Sj CB 9A; TYPE 1 CB #19B, TYPE :1 '`' 1..:T.r.E... ..- � ........ ....... ............................................ .........LB..�20A,:TYPE.7...... ......... .......... ............................... .. ........ ... .. ..S TA ..54. +96,.RT.;f= p'............ ..... ......� ... ',�. T� - 20 , �InECfiivNat I 'h +y6 LT -v STA. 56 +3:6 LT. 20' BI- -DIRECTIONAL- VANED' GRATE a� f _ f TI, , ,,_ CBS( 218, TYPE :1 BI- DIRECTIONAL CB W20B, TYPE :1 VANED GRATE RIM EL = 31.78 t i ! 1 NF GRATE STA' 57+96, FT. 20' VANED GRATE : : STA; 56 +36, RT.' 20' RIM EL.: 31.75 a 12" (W) IE - ?9.19 B 2' E IE = 28. 1 - SEWER �' RIV F u _ BI- DIRECTIONAL VANED GRATE RIM EL. 32.70 t BI-DIRECTIONAL VANED GRATE O - j I E RIM: EL 33.88 f 12" (E) IE = 30.11 RIM EL _ 32.73 t L-14 W 1 i LF' 18 `:PEE' I ! l; r....... ?. lW).)E...3G 49 ................. ...................z:a......... ..... ( .....:(W) [E........ ...... ( :......... :..... ....... ..... 0 I : IL WATER RECOMMENDED 0R APPROVAL - U ST 21 LF. 12° DIP @• 1.0% O O �.. ..... .. ...... ......................... ..6" WATER ....... Q ....�. 3 .. :.I �.. L . : 2 5' :.y,. GAS' ' (TO BE ABANDONED) : STORM 'W TE v f1L•17I' ' DATE •�. r - o Q 8„ SS 9 LF 12' DIP @: 1.0% A\ :. 0 GAS ST:QRM WATER MAINTENANCE DAL J _ UGT W 12" WATER 12"' 2. Gas 1 LF: 12" DIP @ 1.0% 6, WAFER -- ... ... T 0 f 0 3 i_f i?' 1;LPEP SD @! 1.0% —I `.: 19 LF '12" CPEP: SO @ 1.0% r° 6„ WATER -- l�12 GAS BE ABANDONED ?'d �wp ,�' t NE,�, .;2„ waTER - - -- I I — �,� I✓ Cl- 2172 -z zZa3 I I I I I I m - I III e 3g :rm 41 I : I ' LLJ of LU _71 LU 5) LU 0 c_n LU UJ Gj > < E T Tf ii CB#1 8B %1LUAVIS AV E S 1 1 ,x ------- 72 Begw conc. Jwalk S Ell— O U LCB BFUsh Gt3#i 8A #1 7A C B I f J I N ! NOTE CONNECT NEW TYPE 211 MANHOLE TO; EXISTING) S TORM PIPE Brush 2"201 I I NOTE LOCATE NEW COPPEk WATER SERVICE CONNIECT11NS OVER NEW STORM DRAIN PIPE! (TYPICAL) Horiz. V' 20' `Vert. 1 " = 5' _Z F" 7 J_ �j + 52+ 00 5 -1 D) c! ... .... ........... .............. ....... ....... ....... ................ ................. . ...... ......... ...... ...... .................... * ...... ................ ........ ......... ........ (y) _(_'B #18, T(PE 2, 48" _CB #17, TYPE 2, 48" 5TA . 53+46, PT. V �STA . 51+88,: RT. SCUD LOCKING LID SOLID, LOCKING LID O RIM = 31.60 RIM 31.10, CB #16, TYPE ? 48" '9" IS � E -7 -18" �IE 27-44 STA. 50+54, RT. 1' '' N N IE �_2� 7.� ....... ...... .......... :1 2r LQ Lj 112" ...... 18" r IE 27.44 ................. LID E 'fE - - - 27.44 .... RIM' *+* ......... T .... .... ........ SOLID LOGKING w LJ 2 r 15 ::2, 5 !E :28 20 ')7 -12" IE 27.94 18" �NE) - 29 12' , ) )18:' N) IE 27-29 Ln DE Al ENiER LINE -- -- - - - - - - - - - - - - - --- - - - - - - - - - - - - - - . : .......... ....... .......... ......... ......... (D ..... ............................... ................... .... .. . ..... F�Llj 0 158 LF, 18'' DIP @ 0.0a7 134 LE, 18" DIP 0.11% r ........ ......... ........ ....... ......... ................... .... 77.. ......... ............................. ......... ........ ...... ....... .............. ........ ...... ........... 6' lk, BE ARANDONED NEW ,'n, W B 18A, TYPE CB# 17A, TYPE -I- �,ONNECT NE�V TYPE� 2) ST A.: 53+46 LT. 2 1' 1 (--,B# 1813, :TYPE ST,�. 51+38 LT�:21' CB# 17B, TYPE I MANHOLE TO- EXISTING ...... DI ....... I -STA�. _53+4&, - PT, - 20'. - ................. ...... STA. - 5.1 +88i - RT. - 20 ................ ......... ......... ....... ......... ......... ...... ........ -DIPEC-TIONA, 51�'DrIRECTIONAL ..... .............. ......... /AN�ZD GRATE BI--DIRECT[ONAL VANED: GRATE VANED GRATE :BI-DIRECTIONAL VANED GRATE RIM EL. = 50.56 PI 'FL = _ -51 05* RIM EL. =- 31.08 RIV EL. = 30.55 :(E; IE 2Fzt-12 12 (W) IE' = 27.76 12" (W) IE 27.63 12" (E) !E 28.16 1 A[ RECOMMENDED FO APPR(DVAL ........... ...... ........ ............... ...... ......... .......... .3 .... ........ . ... ioRM WATER fLf 'DATE -7 23 LSOG STORM WATER MAINTENANCE )A77 9�. ST 10 NA L .... ...... ....... 2 -5 - -' C_ d I I I ...... WATER (TO 'BE ABANDONED) ... ... 6 WATER ...... 0 BE ABAN�OONED) 9 _F I El' P S I I Ca' 12" WATER 1 112 LF 12" DIP SDUC @ ............... ...... ........ 12 WATER LF 12"'CIPEP S D (41 1.0% 2 GAS z —19 LF 1 2"� CPEP SID @ 1�0%� HP GA� 12" HP �GASZ Q , . . . ..... . . . 04�,� /D lR i kp I 0 F� I i I f. I. , . - - - -- Asph. I -- -- --- + -' 114 + 7,24 th S.. j � - - �INT�56 _ - -- - - - �� i -_ _- - - -- ==T -� -- -- -- -- _ T _ _� 29.59 ` ell Ave S) - >I ] EX. - -- - -, -_ --_.- Q i r r (�I'j �/T JILC JH 1 . [;6 Lu d0 - n--a LLi •III lo Q U r� 35 40 M AD L.. 1 z V) h RIM =-38-8j ± L m SOLD 10C 41N(- LID- Ld 0E i r- i I _ 1 I` _— _ a �s -- __ v —_ __— ,8 LU EX p REMOVE`EX C9 AND REPLACE CS #12A -. -- II LLI PLUG EX�3DidH. - \� II EB Cenc. Wolk W-1 I - - -- o r I I I 2at� PFi _� Cai j 2 r SE_L _ -E -�.qW -)Vr_ X C °LY7C. EX_ SD. / C8! ; #42A _ #15 REidOVt EX. CB AND REPLACE l j � - PLUG EXIS. Se. fi � � - - - _ _ II N :7f SF. - -_� _ -- _ S88-24'13 "E EX- S OPA WATEP ET. N-ION VAULT .. -_ ..._._ _ _ . - - - -- Asph. I -- -- --- + -' 114 + 7,24 th S.. j � - - �INT�56 _ - -- - - - �� i -_ _- - - -- ==T -� -- -- -- -- _ T _ _� 29.59 ` ell Ave S) - >I ] EX. - -- - -, -_ --_.- C:onc Veal"MI TYC_1 E I f�7 r r (�I'j �/T JILC JH 1 . i - -' Cbr .: Tr'P 48 Dl(A_ CB #6 TYPE 2, 48" DIA. - CB #7 TYPE 48" DIA.. B #8 TYPE ? 48" DIA. cT 118+18, PT. STA ` "19 +38, RT. 1' STA. 119 +67 RT. ? TA. 1 i +0?, RT. 1' 35 40 RIM - 36.14 + j RIM 36 06 = RIM =-38-8j ± SOLD 10C 41N(- LID- SOLID LOCKING LID 1 SOLID LOCKING LID SOLID LACKING LID i vv, I� '� 12" (W) IE = 32.81 I 12" (W) IE = 32.87 12" W) IE _ 33 83 1 2" 35JO6 � I E � . 3 E) IE = 32.81 � 1 2„ (E) E = 87 N) IE - 1 ^3 N IL 3 i _ N IE = 32.0'1 12� N IE _ 2.87 ) ?° LS� IE = 35.66 1 1 'S) IE <„ (S, I� 32.81 I _ )', IE _ _ '.87 .... ...... - rt; t; 10 + 0 0 2 0} 0 `0I E JER DEPTH 121 0 0 - i.. .... .. . .................. .... ......... .... .... .... .............. i T ED) : : (TO BE bABANDON - ONh;NOVJN EX. 6" WATER (TO BE ABANDONED) J I I GRADE. A.T CENTER 'LINE — — — — — : _. . . . . .... . ... TO LE . RELOCATED ... .. - . . �- Er r F' SE) S i ` 135 LF 1 _" CPEP SD C9J .0.77 s _ "0 LF 2° DIP a 0.4% i SAS CJ t Y'- C ..4 ,4 LF Ii GPtF 10 BE RELOCATED 12' " B PS . : WATER .- ................................ ........... .... ................ ................ ............................... ................,............ � ................... ......... Y. E) ... ..... .... .... �9 LP 1 y, DIP t� O 2l % -� i .I. i ? j+ SSMH 10" WATER CB #8B TYPE 1 CB #8A TrPL STA 127+02, RT 1 �' STA 1 21 +02, LT. I ! I I W : BI—DIRECTIONAL `JFNED GRATE 31- DIRLCTIC)NAL VANED GRATE j I I .--i _ CB #7B TYPE 1 CB 7A: TYPE 1 RIM 38.30 t RIM = 38.-24 t UJ a-i cB# :E T:rF'E 1 D C #5A. TYPE 1 STA. i 19 +67, RT. 17' STA. 1'19 +68 LT. 17` 1 2" (N): IE - 3` 82 : 2 (S) IE 7 24 �, N _ i ,T ..,...8 +T8. RT: .1.E . ........ .... .....�T y ............. - ................. ........ 3 pg WnSh S _ �.A: TI'S 8,: LT. •17' BI -- DIRECTIONAL VANED G' TE' BI -'DFRECTic A� "VA�ED'GR E:.......... NI DIPFCT'I?NAI \`.ANED (GRATE B{- DIRECTIONAL , /4NED CRATE RIM = 35.34 ± - RIM -' 35.36 P'IM 3.4.8v _ RIM = 3477 :t 12" (N) IE = 33.03 12" (S} IE = 33.05 1 _IE ,2 17" (N I 20 EX 6" (S) IE = 34.40 l -- o FG P� rQ [ .. .... ...................3.5...... ........._ ........ ... 3 J .........:....... :.......,. - .............. `FSS, NAI� °' 4„ GAS: —J : EXPIiR'ES . CONNECT EX. SD : L 11 G 1 ( TO SDMH 4 ". GAS IIGT iTD BE RELO BY OTHERS) ABANDONED 1 ? °' SEWER 7 CATED 6 LF 12" DIP 1.p% -� REC ENG_C APPROVAL: If .. .- U {T ............................ J 0..... NEW............... (:'............................. ............................... .).... ( - ABANDONED j y SEWER _ ' (TO BY-OTHERS) RELOCATED 16 GF 12" DIP 9 1,0% 1 2' SEWER LE 2 CPEP C STORM WATER T . Tt'� DATE LF 12 P a 1, i. - OTHERS) 12" SEWER NEW 12° WAT €R . EA'EF' � L_ -1 2'' SEWER' N 'FW 12" WATER f STORtM WATER MAINTENANCE NEW _" NACER: : 18 LF 12'` DIP � 1 0% i I I I L 1� 'CIfi .. '1' ��` 1 I I I I i [ - I I I I I I I I I I _1 I I I + f 2 f 31 ' I I ' I E I I I I I I �/7 • /7 22 Z+0 t- I I I I I I , I I I I I 4 I I I I I I I I I I I I I I I I 351' �L'k �,5 Ef .G • I' , <� lD� I + II`' sl l gr I 4v , I CB#14 CB#13 jli dt I" 1� R R 7 71 TTT. T— Ad C:> LJJ tfny - T1 —4 Lill -J F 0 —4— t ff- j Ld Ld - - --A ---- - Ld ro— eic'L T ce) Cor,,.Walk U,-, Planter I-Conc While IS 3 EX C 0 REM 13 Po U AND R1 LACE IF jl 119 0 A Porch Porch CB#13A a I ME A I L < C8#1 5A ji Pl-w SD PIPE 10 [ < IN A-noNs �Oc H10 I wnsHh P RECOMMENDED DR! APPR�-!V4L ob 21721 STORM W4 D 4 TE S(-,ALE 2 16 ats HOR!Z 1 2C' N L �TOPM WATER MAINTENAN12E El -E 9,11' T E 4 CB 14, TYPE 2, 48" CB#!-,, TYPE 2, 4S" 'SEE SHT. 15) T 4. �u -�7 PT, 'S-TA. 59+57, RT. 1' STA- 58+15 RT- I� B#6, TYPE 2, 48" --1 F, I I I-, SOLID 1, OCKiNll UD F RIM 37+60 + SOLI J-) LO(-KING LIE, 34 U 2 (S) IE 34+116 (S) I R I V1. EL 36.14 12 E 33.59 10 1'7 'N' IE 34.15 12" N E 17 5- 9 C13#1 T-PE 41" 12 (Vv) IE = 3 �'. 81 Ln (y) W) -3-5.2 2 1 12" (E) IE = 35.30 1 "' (E) 'IE = 34-00 S T A. 5 1 6 + 62 RT. 1' 127" �`E) E = 3-21.81 CD 12" 1 IT = 35.30 1 2-IT W) IE = 34-00 _,)I C:> N,- TE: 36,25 I N) IE RIM ± + 516L SEWER DEPTH 12" `S) !E 3 2. 9 8 EX CB, T'iFE 2, 4L"' A ----------- 4 Lid LA + UNI/N( WN (TYPICAL) 'IE -2. 9 GRADE A- ;-iNE . . .... . Ld G AS - - - - - - - - - - - - - - - - - - - (4 - - - - - - - - - - - - - - - - - - - - - - 12" (W) IE 32.98 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ss 75 Ld A 11 o LE i2'" CRIER ED @ 0.4% SS Ss 142 LF, [2" CPEP: SID @ 047 --77 SS 153 LF, 12 CRIER SID C01 047 TYP E I (-B#14A, TYPE 1 CB#14B, TYPE I CB#1 3A, TYPE 1 C:B#13B, TYPE 1 4 LF, 12" C-PEP77 7F T`FE I (,,B#1 513, 0 + (7 7, 1 F� 0 + 11 7, 7, STA. 59+62, RT. 17' STA. 58+1,5, RT. 16' -C-5-7, J 11-4 i I z T. I i STA P T 1 5 9 -- 6 2 L T. 7 BI-DIRECTIONAL STA. 58+15 LT. 17' 61-DIRECTIONAL D Cd- D I - D E I L E" I - D 1 Fr E C T1 ON A L BI--D RECTIONAL SEWER NEW TER BI-DIRECTIONAL i'A'NEP VANED GRATE VANED GRATE VANED GRATE (--B#11-A, TYPE I — C6#12B, 7,1,PF I '-:R A T F VARIED IRATE 'VANED GIR'ATE II'v' EL. RIM EL. = 39-'rS RIM EL. � 38.53 + RIM EL.= 38.58 RIM EL. = 37.13 RIM EL. = 37.18 STA. 56+6? LT 17' STA. 56+E,2, R 7' -17 i- E! E 4f-i -12 Oh) I E 3 F. 16 2" (E) E -- 35�44 12" (W) IE 35.46 2" (E) IE 34.18 19" (W) IE 34�16 BI-DIRECTIONAL BI-DIRECTIONAL RIM EL. = 35,80 + RIM EL. = 35,83 I LL- " (W) < 12- (E) IE = 3-3.16 2 IE -- 5. 1 A 7: 40 VANED GRATE ,ANED --,RATE SIDE WAI-I" 7 F; 35 5 4" lv�,,LJER ------- F x L �7, (T(--! BE A�,BAND(JNED) 13 L F, 4 " EX. 4" WATER (TO BE ABANDONED) 4 E F) (d) i, EP @ 1.0% L I,c I F I '' ( � L 4" GAS L 15 LF, 12" CP' WATER (TO BE ABANDONED) IT NEW 10" WATER L ED )i NEW vVAIER 4" NATER (Tr BE ABANDuNE[-',' L 6 LF, 12" CRIER 1.0% 0 x 8, SE NEP- 30 18 LF, 12" CPEP @ 1-0% 4" GAS (TO BE RELOACTED: BY E)- 16 LF, 12" DIF' 4, F Ei- I I— I 6" GAS, (DEACTIVATED) NEW 10" WATER 8" SEWER I i i 1 6" GAS (DEACTIVATED) NEW 10 WAITER I LLe, " GAS (DEACTIVATED) 8-1 SEWER 1 , I I E W E E, 18 :LF, 12° CPEP @ 1.07- 4" GAS CWAO - III "Plit 17- TTT-7 CB #m -- h REMOVE EX CIB AND REPLACE ESHEET 15) ta^ CB #7 CB#149 CV,3B-(SEE SHIEET 15) CB #7A cz REMOVE EX. AND REPLACE z (SEE SHEET 15) LU CB#1 5B CB #6 NOTP. (SEE SHEET 15) LL L0 tai F— F EX. JVA-EP PEMuVE i TN 1 N m r -1-1 CIL LLI LJ C13#115 — /A I C8 #128 EW REMOVE EX. CB NI, PIDE �,Pl( AND REPLACE Ul) II % Lu + Lr) CB #12- j! LU UJ LU WELL AVE L Ln crf > < uj Ir Eli I IF I 6-Conc. ivolk. q dt I" 1� R R 7 71 TTT. T— Ad C:> LJJ tfny - T1 —4 Lill -J F 0 —4— t ff- j Ld Ld - - --A ---- - Ld ro— eic'L T ce) Cor,,.Walk U,-, Planter I-Conc While IS 3 EX C 0 REM 13 Po U AND R1 LACE IF jl 119 0 A Porch Porch CB#13A a I ME A I L < C8#1 5A ji Pl-w SD PIPE 10 [ < IN A-noNs �Oc H10 I wnsHh P RECOMMENDED DR! APPR�-!V4L ob 21721 STORM W4 D 4 TE S(-,ALE 2 16 ats HOR!Z 1 2C' N L �TOPM WATER MAINTENAN12E El -E 9,11' T E 4 CB 14, TYPE 2, 48" CB#!-,, TYPE 2, 4S" 'SEE SHT. 15) T 4. �u -�7 PT, 'S-TA. 59+57, RT. 1' STA- 58+15 RT- I� B#6, TYPE 2, 48" --1 F, I I I-, SOLID 1, OCKiNll UD F RIM 37+60 + SOLI J-) LO(-KING LIE, 34 U 2 (S) IE 34+116 (S) I R I V1. EL 36.14 12 E 33.59 10 1'7 'N' IE 34.15 12" N E 17 5- 9 C13#1 T-PE 41" 12 (Vv) IE = 3 �'. 81 Ln (y) W) -3-5.2 2 1 12" (E) IE = 35.30 1 "' (E) 'IE = 34-00 S T A. 5 1 6 + 62 RT. 1' 127" �`E) E = 3-21.81 CD 12" 1 IT = 35.30 1 2-IT W) IE = 34-00 _,)I C:> N,- TE: 36,25 I N) IE RIM ± + 516L SEWER DEPTH 12" `S) !E 3 2. 9 8 EX CB, T'iFE 2, 4L"' A ----------- 4 Lid LA + UNI/N( WN (TYPICAL) 'IE -2. 9 GRADE A- ;-iNE . . .... . Ld G AS - - - - - - - - - - - - - - - - - - - (4 - - - - - - - - - - - - - - - - - - - - - - 12" (W) IE 32.98 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ss 75 Ld A 11 o LE i2'" CRIER ED @ 0.4% SS Ss 142 LF, [2" CPEP: SID @ 047 --77 SS 153 LF, 12 CRIER SID C01 047 TYP E I (-B#14A, TYPE 1 CB#14B, TYPE I CB#1 3A, TYPE 1 C:B#13B, TYPE 1 4 LF, 12" C-PEP77 7F T`FE I (,,B#1 513, 0 + (7 7, 1 F� 0 + 11 7, 7, STA. 59+62, RT. 17' STA. 58+1,5, RT. 16' -C-5-7, J 11-4 i I z T. I i STA P T 1 5 9 -- 6 2 L T. 7 BI-DIRECTIONAL STA. 58+15 LT. 17' 61-DIRECTIONAL D Cd- D I - D E I L E" I - D 1 Fr E C T1 ON A L BI--D RECTIONAL SEWER NEW TER BI-DIRECTIONAL i'A'NEP VANED GRATE VANED GRATE VANED GRATE (--B#11-A, TYPE I — C6#12B, 7,1,PF I '-:R A T F VARIED IRATE 'VANED GIR'ATE II'v' EL. RIM EL. = 39-'rS RIM EL. � 38.53 + RIM EL.= 38.58 RIM EL. = 37.13 RIM EL. = 37.18 STA. 56+6? LT 17' STA. 56+E,2, R 7' -17 i- E! E 4f-i -12 Oh) I E 3 F. 16 2" (E) E -- 35�44 12" (W) IE 35.46 2" (E) IE 34.18 19" (W) IE 34�16 BI-DIRECTIONAL BI-DIRECTIONAL RIM EL. = 35,80 + RIM EL. = 35,83 I LL- " (W) < 12- (E) IE = 3-3.16 2 IE -- 5. 1 A 7: 40 VANED GRATE ,ANED --,RATE SIDE WAI-I" 7 F; 35 5 4" lv�,,LJER ------- F x L �7, (T(--! BE A�,BAND(JNED) 13 L F, 4 " EX. 4" WATER (TO BE ABANDONED) 4 E F) (d) i, EP @ 1.0% L I,c I F I '' ( � L 4" GAS L 15 LF, 12" CP' WATER (TO BE ABANDONED) IT NEW 10" WATER L ED )i NEW vVAIER 4" NATER (Tr BE ABANDuNE[-',' L 6 LF, 12" CRIER 1.0% 0 x 8, SE NEP- 30 18 LF, 12" CPEP @ 1-0% 4" GAS (TO BE RELOACTED: BY E)- 16 LF, 12" DIF' 4, F Ei- I I— I 6" GAS, (DEACTIVATED) NEW 10" WATER 8" SEWER I i i 1 6" GAS (DEACTIVATED) NEW 10 WAITER I LLe, " GAS (DEACTIVATED) 8-1 SEWER 1 , I I E W E E, 18 :LF, 12° CPEP @ 1.07- 4" GAS CWAO - III "Plit 17- TTT-7 C2 +25B 7 CS 9`25 CB #248 CS #23E3 CIS #25A LU ur) t- LO La_ Z! un LLI Prch LU LU C) LLJ iCD ��LLS A VE L X, bj ca� 0 w LU LU CO E3 S cif U-) 61 Conc Wal, 1B wa l� Ep > — I;''! L— - — I 1� Ell k Is ED < LU o - T— T— —LL-- I 6' El T- 0 ? Porch 5 C8 #24A �c iv _ / I t% I Itil I. t C9 #24 Cs #23A CB 92 'CONNECT NEW TYFE 2 MANHOLE 00--ml NG STORM PIPE 1 III If CEI #23 o,F WAS- er 2 7220 SCALE HORIZ- 1" 20' IS [EXPIRES )4 JU C, Ij J + 00 4 4 + z- T r'P E -2 48" DIA. CB 24 TYPE 2, 48" DIA. �:TA. 54+82 R 'I; LO CD OCL CB#23, TYPE STA. 53+34 RT. 1' C:) SOLID LOCKING LID 2, 48" DIA. C13#22, T'�'PE 48" DIA PIM EL. = 35.20 SOLID LOCKING LID TA + STA. 51+80 RT. 1' 5 0 -5 ' 2 R, I T, R'I M EL. 34+50± LJ �D S) IE = 3�1.1,35 I X, SOLID LOCKING LID SO JDI LOCKING LID �9) IE = 52,00 12' (S) ',IE = 30-72 12 1 RIM EL. = 3190 RIM EL, = 3�3,10 40 1 (E) I E = 3 1. 15 127 (N) IE � 30-72 (s� - 10 Q I N E) IE 29.9 3 W 127' (W) � IE 31.20 12 (N) jE 51C. 29 S'VV,',l 1 E 121' (E) 11 E 30.75 1 12 (VV) I E -D 0. 29 (N' I 1 E _2 2, '9 3 LJ 12" (0 1E 0. 2 c9l J n, I LJ ----- - - - - - -- - - - - - - -- - - - - - - - - - - GRADE - - - - - - A T CENTFR-LINE - - - - - - - - - - - - - - - - - - - - - - - - - - - - li - --- - - - - - - - - - -- - - - - - - - - - --- - 148 LF, 12" CPEP SD (9 0,28% 154 LF, I)" (--'PEP SD @ 0- S% 1-28 LF, 1c CPEP SID Cq 0.28% SS --7 1 10 ss SS ss -TA, 54+8,4. S WATER Ss SS sz; C B rf2 A, TYPE E I (F. H.) CB#-)4B, TYPE 1 CB 23A, TYPE I SEWER' E-I -LIFE - ' -!(JNA! - '-'B #27'5 B, PE 1 ED STA, 53+34. ILL 18' ANE R�, IE '::TA. 54+84. PT. 16' STA. 53+34. RT. 17' STA. j51+80 LT. 17 L BI-DIRECTIONAL CB#2313, TYPE 1 FIRE' -�,(D. TEE RJ/ 3478, BI DIRECTIONAL BI-DIRECTIONAL E VANED GRATE VANED GRATE VANED BI-DIRECTIONAL STA. 51+80 RT. 17' GRATE VANED CRATE 131-DIRECTiONAL RIM EL. = 34 78- RIM EL. = 34.0- ± I I (E) lE 31-�38 'RIM EL. = 34.10 RIV EL. = 33.43 I± VANEL) GRATE �2" (W) IE 31�66 112" (W)'IE 30.91 12" IE 30-47 RIM EL. = 33�50 1 12" (W) IE 45 FECOMMIENDED F-(.-)F' APPR(-ov_,�- U I! I I A, Li L--NEV/ 10': WATER 4J F NEV i'0" WATER EWER I I r, LF 12" 18 LF 12' 2" GAS (TO BE RELocACTED BY SE) �-�PEP 1,0' i I I I STORM 'WATER MAINTENANCE D A TE 16 LF '12' PEP 1 0,, DIP I @ 1,0% iNEW 10" WATER J P . ...... . 2"1 GAS 1 8' SEWER, 16 EP @'1.0% 112 PEP '@ 1,0 LF� 12" CP 8" SEWER 18' LF C % I Li ll I U-7 III, I !14, 1.1 1 1 k- I- 1 q7fll 09 H Q W L ; L I CD <:C C2 +25B 7 CS 9`25 CB #248 CS #23E3 CIS #25A LU ur) t- LO La_ Z! un LLI Prch LU LU C) LLJ iCD ��LLS A VE L X, bj ca� 0 w LU LU CO E3 S cif U-) 61 Conc Wal, 1B wa l� Ep > — I;''! L— - — I 1� Ell k Is ED < LU o - T— T— —LL-- I 6' El T- 0 ? Porch 5 C8 #24A �c iv _ / I t% I Itil I. t C9 #24 Cs #23A CB 92 'CONNECT NEW TYFE 2 MANHOLE 00--ml NG STORM PIPE 1 III If CEI #23 o,F WAS- er 2 7220 SCALE HORIZ- 1" 20' IS [EXPIRES )4 JU C, Ij J + 00 4 4 + z- T r'P E -2 48" DIA. CB 24 TYPE 2, 48" DIA. �:TA. 54+82 R 'I; LO CD OCL CB#23, TYPE STA. 53+34 RT. 1' C:) SOLID LOCKING LID 2, 48" DIA. C13#22, T'�'PE 48" DIA PIM EL. = 35.20 SOLID LOCKING LID TA + STA. 51+80 RT. 1' 5 0 -5 ' 2 R, I T, R'I M EL. 34+50± LJ �D S) IE = 3�1.1,35 I X, SOLID LOCKING LID SO JDI LOCKING LID �9) IE = 52,00 12' (S) ',IE = 30-72 12 1 RIM EL. = 3190 RIM EL, = 3�3,10 40 1 (E) I E = 3 1. 15 127 (N) IE � 30-72 (s� - 10 Q I N E) IE 29.9 3 W 127' (W) � IE 31.20 12 (N) jE 51C. 29 S'VV,',l 1 E 121' (E) 11 E 30.75 1 12 (VV) I E -D 0. 29 (N' I 1 E _2 2, '9 3 LJ 12" (0 1E 0. 2 c9l J n, I LJ ----- - - - - - -- - - - - - - -- - - - - - - - - - - GRADE - - - - - - A T CENTFR-LINE - - - - - - - - - - - - - - - - - - - - - - - - - - - - li - --- - - - - - - - - - -- - - - - - - - - - --- - 148 LF, 12" CPEP SD (9 0,28% 154 LF, I)" (--'PEP SD @ 0- S% 1-28 LF, 1c CPEP SID Cq 0.28% SS --7 1 10 ss SS ss -TA, 54+8,4. S WATER Ss SS sz; C B rf2 A, TYPE E I (F. H.) CB#-)4B, TYPE 1 CB 23A, TYPE I SEWER' E-I -LIFE - ' -!(JNA! - '-'B #27'5 B, PE 1 ED STA, 53+34. ILL 18' ANE R�, IE '::TA. 54+84. PT. 16' STA. 53+34. RT. 17' STA. j51+80 LT. 17 L BI-DIRECTIONAL CB#2313, TYPE 1 FIRE' -�,(D. TEE RJ/ 3478, BI DIRECTIONAL BI-DIRECTIONAL E VANED GRATE VANED GRATE VANED BI-DIRECTIONAL STA. 51+80 RT. 17' GRATE VANED CRATE 131-DIRECTiONAL RIM EL. = 34 78- RIM EL. = 34.0- ± I I (E) lE 31-�38 'RIM EL. = 34.10 RIV EL. = 33.43 I± VANEL) GRATE �2" (W) IE 31�66 112" (W)'IE 30.91 12" IE 30-47 RIM EL. = 33�50 1 12" (W) IE 45 FECOMMIENDED F-(.-)F' APPR(-ov_,�- U I! I I A, Li L--NEV/ 10': WATER 4J F NEV i'0" WATER EWER I I r, LF 12" 18 LF 12' 2" GAS (TO BE RELocACTED BY SE) �-�PEP 1,0' i I I I STORM 'WATER MAINTENANCE D A TE 16 LF '12' PEP 1 0,, DIP I @ 1,0% iNEW 10" WATER J P . ...... . 2"1 GAS 1 8' SEWER, 16 EP @'1.0% 112 PEP '@ 1,0 LF� 12" CP 8" SEWER 18' LF C % I Li ll I U-7 III, I !14, 1.1 1 1 k- I- 1 q7fll 09 H Q W L ; L I C�i � N CV '� � � � `� � ry o N �� i - Y �� c s N I I I I r t B � � i� - I I I I I I � -� � w , I - I , I I i - I �, o; I c9;4 I I -- ce�lzo I i i I t 3 � � � I — ! I _ -� � � Ll.l � N I i � I i� � -_ I I i I � r' E I � i � � r I i- _ I I I ° � � I I I I , __ I t ° n � a z� �� 1� a I � I Q � I I � I ! i II =_ -_ i i r� f N -- i II �� ,IJlir � I ce�7sr � ; e i ° i _� r � N' 1 - � OC � -" n M a rn I ¢ i I I I I I I I I � � n II n I C 218 � �� N I I I z 0 d y � � � J �# i s 1 1 i � a I I i CBN206 I I Ali < I I � rn I� I i t t i� � Z N ca o ., o �� I � I I � � i a I I ¢ I I I CB�18C _ I t I � W � � Ntlpw I N I:' N � a S ¢ � i J ,. D4� � ', I � I � _¢� I - � ¢ W N D GIN 8 RT. PE ` � o .- � � II n I � , I N I I ; 3 � t > 7--� C..) � _ � STA. 1 � T� - I � N � J � J o I I a / � I I J I I � C6�198 1 " t� a � 0 _ VE I- -.-� p I L � ° I o I 3 � I I �x v- � 1� � N � � _ �EFLEQTION I jo# I Cl" Deck i � '.� -ham Deck � � II S _- y � I o p � I � i � ' i � � a � I � I '- I �� Q � � - - o. u. � Po _ _ _ � i ° ` C� = 1 __— __— __ —__ —__ � U ° ` I U - d i' ill � � �i I ° � p _ I � 1lu - -____ _ O �i r � � _ � -- � 4 - - J `- -_ li- - -- - �- - - � -- -- -I - -- - - — f i� - y f a y _ o -- i t r� t .� W _- = p 1 F_._.� � _'�__ —_ _Lu � _ --_ � -_ - -_ -_ _— __— _ __ _ Grass f - � W �'T - -_ - -- � w 3 W 13 W � 3 � � � _ ' � _ —.._ V v � � n�a i W W !!/^� Y J W W' Ir r VJ .... _ .. ... _. -. .. ..._.. W ' _.� _ .. .. ._ .. .. ..... .... m -.. ..' -- j - SV� dH „Zt G G 12" HP, GAS G � f- - -. ' -_ . _.,- W � - o G G G G _. I Y! N � - ao W - -- - -- - -- - - -- _ G G 2° H.. cns _G I � I e _..__ ... � _ Q N Z � � ," o � f�//�f G — 8" CONC SS I N -- -- _ _ _ - G 1 o i N6i28'30"E I G �I Gt2� Ff.P. !!~^^ < g �� y � V J �- G 7 7 /4" IP. GAS — G G CONG SS � � m � -- 937.27' S � -- _ V! Z _ I p N �� 3� UGT UGT D ; G G I -1 /4' IP. GAS � p 3 .'--'. _ � �_ � �. _ —._ GT UGT I G � G G '� _ _ � ' T < Z = _ __ �� ° �I uc -------- - - - - -- c ucT ' ?,,. ? +--e o`o \ � - - - -- -- " -- � -- a UGr 1 _r = o �G I �� I __ _ _ - _ -- UG - r _ _ U ;T _ a = < I _ � - - - - - -- - - -- -- - - -- -_ _ - -- - - = 3 ! ° = E o I EX. SS H RIM =33.34 H � `, � �� '... — ,. �.l _ _ _ _ _ _ _- `, 0 � __ I � N , ; i I � O __ � - � - � _ I �, Deck _ : I � Thy � �! o, I 3 i � L � ° ° - _ Deck_ - -_..- V1 �' � � I r -- '� p I� � I Deck �... ° cj � ,�_. .I li _ �., - _ I ® I � �' ici I i� It(� CB$79A � � .: -- ° o'. � d i a Y ¢ I Q _ �_ F J N .. po c � i I 3 I a � I 3 I I a N = w � J ,�' _ -_ .. ¢ � � J I I _- I � n I - -- �.- _.- _ � - o - ° � �� r AS -BUILT DRAWING - � H Of I Z. � � = 2O CONTRACTOR FIELD NOTES � l�� a Vert. 1 = S AND SURVEY VERIFICATION FROM THE FLUER COMPANY 59 +00 58 +00 57 +00 56 +00 55 +00 , -14 -D2 54 +00 53 + 50 0 I z a a 14 LF 12" DIP z „ p c c ..... .......... ........ ............................... ....................... ......................... -.. -.. - - - - -- -----. ...- ........................... .... ..... ....... .SD' @ 0-_.36%----------- - - - - -- 0 NOTE. � - - - � SIDE SEWER DEPTH � � - - - - - - � � - - - C ) u - C.B. #21, TYPE 2, 48" ( ) # C.B. 19. -TYPE 2, 48" ^u ?�n�NNT�cLFD ° "�� STA�53 +85, RT. 1' - STA 57+ 96, RT. 1' UNKNOWN TYPICAL C.B. 20, TYPE 2, 48" # CB 18C, TYPE 2, 48" �� _ � a-i - - - - - STA. 56+ 36, RT. 1' - � - - - - - - - - - ; �a ¢ �� SOLID LOCKING LID - - - - - - - - - - - _ T - � � SOLID LOCKING :LID STA 54 +92, RT. 1' _ � c^A r� {nOvinRTr -^'^ RIM = - 34.16 - - - - � _ _ � � � � � SOLID LOCKING LID � � � SOLD L ING L i 12" S IE = 30.26 �- - I - - - R2 S 3 Et6 29.00 - � - RIM = 32.17 � r \�.y'�t - - RIR'r EE 31 98� - �� ( ) r I ....... -.:... .. -. - � ---- ----- -----.. .......... .. ..12 ". S .IE. =.28$4 - -. -_:... ...:.............. r � R1MiELOCK31.69D ', c O 12" E �IE - 30:58 .�••.. .z., z.. - - - - - _ - .... : �( ) �� - �� - - � - � 12" N IE 29.20 � - � � 12" �N� IE = 2864 ;- z^��2;r35 - - - 7V° F - 277 �' I a W 3 -5 t 2" (W) IE = 3 i.26 -- - - � � 12" E IE � 29.10 � � � - � - - , W-k- r ,2•• E IE = 28 �� - ,2- � F - 2 s 35 T --- - - - - -- - - -- - - -- - - - - - -- - -- -- - - 12" W IE - 29.54 - C ) _ - _ - E V -- - - -: -- ------ - - - - -- - -. - - -12' (W) IE = 2868 •,•• - - 12° S IE 2749 w = - - - - - -- - -- - - - - -. GRADE AT CENTER LINE � a � _- ___- - - : SS -- - -- - - -- - - -- - - - - - -- - - -- - -- - -- _/i I 72 ° _ - 160 LF,...12. ".CPEP.SD. @�0:759� - -: j ... . .. .. . ...:. ...... .:. .... - - -- 1_ __- _ ,. I N i � W � 3.0. _........ � - - .. 144 LF; 12" CPEP SD @ 0.64 %__.... _... I -. - -.- -. - -- - - -. - . - - - -- _ 3 0 � W � SS SS. � - m - _ : � - - - .- - 44GLF.12" CPEP:SD @ 0.39% I � � : : : : SS CB �19A. TYPE 1 SS � � SS - _ - � - I _... _.. _ ........ ........ -. _- -.... -... _.. ........... .... _... ._.....STA.- 54 +92- LT. -20' -.... � -.. ....._.. -SS- -�. -. - .._- -- - -.- - - CBS' 21 A, -TYPE 1 I - - � CB #20A, TYPE 1 - - - � � CB �,4,`1�9s3, TYPE �1� - - STA 57 +96 LT. 20' � STA 56 +34 LT. 20' "�- r- A�o+�S�T -2o= � � � : BI- DIRECTIONAL - _ � STA_ 54 +92, RT 20; - - � 2 5 i VANED GRATE { `""� B DIRECTIONAL j i B# 21 B, TYPE 1 BI DIRECTIONAL CB #20B. TYPE 1 i2;kF- E�3;TT - - BI � DIRECTIONAL' VANED GRATE 11 : : - VANED GRATE - � STA: 57 +96, RT: 20' - � VANED GRATE � � � STA: 56 +36, RT.� 20' - r - � - Rlk E 1.78 � � 1 SEWER � O _ - � '� Bi- DIRECTIONAL VANED GRATE RIM EL. = 32.62: I E� - 70 E - - - �� -2�= __ - - -- - - -- - - ', - ICI I, �+;��- 33�° -T- .12" � £ � I£� _� - 39.62 �t 2' � ; €� T€ � X39 9 7 .. _ _ BI DIRECTIONAL z ANED GRATE _ _ ., .,,, � - •• � -� � �z, �, C ) r �� .RIM = 31.67: r -RIM. (L) ...31-.88 •^ - �- � RIM FL - 33.?3 � 7-2 "- r � '� - 39. ^�°� � - � ": -L 1?" (f) IE = 29.07 >-14 LF 18" CFEP - I ' 2' (E) IE - 31 .58 _ �:�-,� F - - 12_ W IE - ?8.98 : SD @ 0:36% - Ll i + z _ -. RIM EL. = 33.82 3 J RIM EL = 32.66 3.0 - '�j r t2.. (W) IE = 30.52 - -- -- -- - - - -- - 12" (W) IE = 29.36 ° � 0 � � �.(� : it i � � - - _ - � .............UGT. J_ 0.. O RECOMMENDED FOR APPROVAL........ _ /� - . � .NE4tl -T2 "� WATER- - .. .. ... ...... . o w � � : 21 LF: 12" GiF @� t.0% � _ w � , ' Z �1 _ i p _ O _ _ Z f1 _ � _Z,5 _ _ 2 GAS ��iiiJ (TO BE ABANDONED) - STORM WATER UTILITY DATE W F"' _ J`J O .JU WW ♦/t .UGT - I t � I: �' : : UGT J o a O �O - - 8" SS � 19 Lf 12" DIP @ 1.0% � V, -. 2" GAS J �j 12 "� GAS - STORM WATER MAINTENANCE _ DATE 21.LF.12 ".DIP SD. @ 1.8 %.SS,- _E.... :.........:... - 2" GAS - ��NEW 12" WATER ... :. I 1 1 � � 21 LF 12" DIP @ 1.0% .... ......... .(TO BE ABANDONED)... ...... .........-:...-.... .:......- ..:................ -.. i •.I � GAS 8' SS 19 �.F 12' CPEP SD @ 1.0% - '� 6" WATER - -- �12" GAS -_ 19 LF 12" CPEP SD @ '..O% o - (TO BE ABAIJDOFIED) � � � w p_s ? -a�� HEW , r' WATER �? �- i ? _ �� >, cF{ sCnnnEO SEP 13 2002 t � � � a ✓� Da N 1 a � °sow= N F — CB #17 CL (� EX. S MH RIM =31.73 IE 8" =27.6 - CB#186 EX. C.O. STA. 52+ 1.05.. o T IE 8" =27.5 RIM EL = 30.65± -a IE E/ 27.0 IF (N) = 28.25± CB #178 \ n c \ CB n IE CB =30.28 O6 W IE 8- 6V=28.2 N Q V / Trailer \ _ J IE 6_ NN 27.6 LLJ 0 j n �1 \ =7 -s\ U.) oc `J N � Grass W i1 r / f > !B W W W / W w -- _ w \ G 12" H.P. G�S G G _ —_— G o G 12" H.P. GAS Zj'\ v2 7 -7/4' IP. AS INT. N — G Gib v - -- ^z s _ o, _ - = ucr LID N ° ® UG — -- -- GGT B G T — — ucT Z Begin cant. walk 3 < 2 c. °lamer u — — ` a z c AS-BUILT DRAWING a \ E a _ -a -. _ 1� I ! I a I AS RECORDED BY TRACTOR j v I - _I Brush \ -\ c CON SURVEY VERIFICATION CB #1 SA c6 #nA o 2 FROM THE FLUER COMPANY `c I I 3 1 -1Y u� n ` n� CB#16 - r. I CB RIM -29.63 NOTE: - — \ IF 27.7 CONNECT NEW TYPE MANHOLE TO EXISTING -_ - STORM PIPE Brush \ -.- {.. RECOMMENDED FOR APPROVAL 3 I I NOTE: Brush STORM WATER UTILITY DATE 3` a a I 11 C LOCATE fiEW COPPER WATER SERVICE CONNECTIONS I - I a OVER NEW STORM DRAIN PIPE STORM WATER MAINTENANCE DATE E o (TYPICAL) I I I I- i - Horiz_ 1" = 20' Vert. 1 " = 5' i I f o a 53 +50 53 00 52 00 — — — 51+00 — — — — 50 +00 a M CB #18, TYPE 2. 48" CB #17. TYPE 2. 48" : : : . . . . . .. .. .... ................ ....... ...... .................... STA. 53 +46, RT. 1' : : STA. 51 +88,.RT. 1' - - CB #16, TYPE 2, 48" - - - - - - " - SOLID LOCKING LID - - - SOLID LOCKING LID - TA 4 1 - - c 0 Ain^ 31 60 :+ RIM: = 31.60 : ^nor 31-1G RIM = 30.54 : SOLID 5 LOOKING TLID - - �L - a - - 18" S IE = 27.24 - - 18" S IE - 27.44 - - -� - - _ - - - w 12 N IE = 27.`,L4 - - - - " 18" N IE = 27.21 - - - - - - - - - - z _ 35 .. -: - - -- 12`: E -IE 27.24 ............... ----12;; -E -IE _ 2721...... - RIM 3075. -- -- --- --- 35-- - w w - 12 IE = 28.04 _ _ - 12 - IE = 27.00 - 18, NE) JE_ 27.29 - 22.509 - Q _ IJJ:J� _ -- - - - - -GRADE AT CENTER LINE - - ------ - - - - -- - - -_ - -- _ _ - _ 18" (SW) - 30 aw _ _ _ _ - - - -- 30 �w 158 LF, 18" DIP @ 0.08% 134 LF, 18" DIP @ O.11% 2 .............. . . .... ;... .....:..... ..:...... -: -..- --- - ._- ... - -.- : -. - -.. - -:. -. _.. -. -... -. -.. _----. _.. _ 2 5 -. _ -.. -. _.... :.- .- ...-- _.- .......:........., " 16" W (TO BE ABANDONED) I NEW 10 ". W CB# 18A, Tv, . � 1 STA 53 +46 LT. 21' _ - CB# 188, TYPE 1 CB# 17A, TYPE _ STA. 51 +88 LT.. 21' -CB# 1713, TYPE 1 CONNECT NEW TYPE 2 MANHOLE TO EXISTING - - - BI- DIRECTIONAL STA. 53k.46. - RT 20'............ BI-DIRECTIONAL ; ......... - :STA.- 51+88i -RT. 20' ............. 18" STORM PIPE. _ _ ....... Z o VANED GRATE BI- DIRECTIONAL VANED GRATE VANED GRATE BI- DIRECTIONAL VANED GRATE in �,"�'- EC\�= 3k - RIM: EL. = 30.55 ± : - c RIM EL. = 30.96. 12" _(F) IF = 27:66 - - - -.- - -. - - RIM EL. = 30.97 - - - - - - - - 12" (W) IE = 28.47 - 12" (E) IE = 28.05 _ - - _ - - - - RIM EL. = 29.98 - -_- - - -_12" (W) IE = 27 -58 - - - - - - - - 3�j L _ _ I 30 L. o UG' ¢ 0 6" WATER (TO BE ABANDONED) o 2 5 L1GT ... � .:...... 6. :WATER.. :........ TO BE ABANDONED ( ) ..... :... :.........:....... :........ -. :....... :........ 22 LF 72' DIP SD @ 1.09 -- � 2" GAS J � -12" WATER -19 LF 12" CPEP SD @ 1.0% 22 LF 12' DIP SD @ 1.0`7 2' GAS 12" WATER r 1 2' 11 P GAS '1 ° 19 LF 12" CPEP SD @ 1.0% 2 _ 12" HP CASA, [ SCANNED SEP 1 3 2002 L L 176 F R ,v 3-:6 h r` 6 s s<� Uf � Q N W ^ 0 z O d C1'l Z ° Q Q V d cn Inc g t � m i U) N - N z P Z N �< _ l :< N 3` z� Li F1 a a_ o �o oN O® 3a �F a� � E \E c o 0 o � c a `a �I 20� per?. 1 = 5' rl r, H w W S W W N 71 I.S STORY - _ - \ O HOUSE B #819 #5 _ I CB # 5 B I #501 1 -��"""-^ Ot FIC[ I � B.M. #619 -33E C #12 #435 SET CHISELED SQUARE 1-5 NORTH pIII - -- -__. _ -- _ INT. BACKWALKS AT NW COR. INT. "iOVF FX l'R -- J - S 5TH ST./ & MAIN AVE S 'Ill-- \ r(l I f I SE 9 AS -BUILT DRAWING AS RECORDED BY CONTRACTOR FIELD NOTES AND SURVEY VERIFICATION FROM THE FLUER COMPANY 1 -14 -02 4 f vi Q I z Q E CB #5 TYPE 2, 48" DIA. CB #6 TYPE 2, 48" DIA. CB #7 TYPE 2, 48' DIA. CB #8 TYPE 2, 48' DIA STA- 118 +18, RT. 1' STA. 119 +38, RT. 1' STA. 119 +67, RT. V STA- 121 +02, RT_ 1' RIM = 35 -60 RIM 35i0T RIM = 36.41 R,,7 - 36 -14 Rlid - ' °moo -,96 RIM = 36.32 RIM = 38.76 SOLID LOCKING LID SOLID LOCKING LID SOLID LOCKING LID SOLID LOCKING LID 12' (W) IE = 32.15 - 32.33 12" (W) IE = 32.71 =1 (W) lE - 32,87 12" (W) IE = 32.82 i.2 - _ 12' (w) IE = 33.98 12" (E) IE 32.15 - 12" (E) IE = 32.71 12" (E) !I= 32.81 T22" (E}1�32.7 12" (E) IF 32.82 - - 12' (N)3 fE = 34 -65 _ _ •• _ •• _ c - .n 12' (S IE = 34 -73 1 22 +00 3287 12" �S� IE 32.15 1 7" IF = 17 T3 12" �S3 IE = 32.71 19, IE 7 72 12" I€ 3287 12" (S) IF = 32.82 - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 118 +00 119 +00 120-x00 NOTE. 121 � 00 SIDE SEWER DEPTH ................ ....... ............................... ........ UNKNOWN.-- ---- - "-- - ------ ---- - ._- -- -- --- -- ----...----.-.....- - EX: 6" WATER (TO BE ABANDONED) - - -EX. 6' WATER (TO BE ABANDONED) _ - - - - - - AdIaL - - - GRADE AT CENTER :LINE �.... UGT - ........- -... - ..(TO -BE -RE RELOCATED] -- - - - -- - - -. -- ------------ - - - - -- - - - -- -:.- - . -... _ - - -- --- _--------- _--------- _ - - --- -._...........- ..- .......... -. - -- ...- _.3-I5 BY PSE) : SS w - - - 1.35_ LF 12" CPEP SD @ 071% nn 1.49 LF 1 2" CPEP SD 0.57% - 1 ZO LF 12" DIP 4 0.4% GAS _j U..� `O - (TO BE RELOCATED 12" - -.. .... -. ---- - -....- - --- ..... ..... ...... _....... -. - . -.... --- -...:. n . .. ...... BY. PSE) .. ( WATER 29 LF- 1 2" DIP p. 0:21 % _ lJ' SSMH 10" WATER CB #8B TYPE 1 t-S B1;:8- A27T02,ILT. 17' 'f : : : : : : : : : - STA. 121+02, RT. 17' I BI-DIRECTIONAL VANED -GRATE BI- DIRECTIONAL VANED GRATE j rl : - -C8 #713 TYPE 1 - CB #7A: TYPE 1 - RI` 38.36 - _ �2" (S) 1� = � .2 W .--1 : CB #5B TYPE 1 CB #5A TYPE 1 STA. 119 +67, RT. 17' _ [RINI ST A. 1- 19 +68, LT. 17' - �� -35�� - RIM X835 S STA: 8^ 18,- RT. 7' - - - - - - - -STA. - T18 +18,: LT.- 17' - : BI- DIRECTIONAL VANED GRATE B1- DIRECTIONAL VANED -GRATE RIM � 38:1 3 � � � � - - - - " - - - - - - - - - - - - - j2' (S)'IEL = 35. %5 1- DIRECTIONAL VANED GRATE B- DIRECTONAL VANED GRATE - _ _ - _ - 12" (N) IE 35.73 �gIM 3a 77 -+ - .. - 12 "(S) I€ - 33 0&- W i- - ! - 12" (N) IE 32.40 - RIM = 35..50 - - RIM =: 35.66 - - - - - (� RIM - 34.95 RIM 35.08 12" (N) IF - 32.98 - _ 12" (S) IF = 33,71 - - - (W 12" (N) IE = 32.65 _ _ t2' (N) IE - 33.28. 3F EX.. 6 ".(S). IE .34.40. _ 3 �1 4.. GAS -Tr IT : y OCT CONNECT . D TO NEW SDMH - - BY OTHERS) ABANDONED I?- SEWER : - 4 ". GAS UGT(TD BE RELOCATED6 LF 12" DIP C� '.0% �� [STO;RRM MMENDED FOR APPROVAL n 4 GPS: UGT - -- - -- 30 -:- �- ABANDONED 12 SEWER 3 0 12' SEWER 18 LF 12" CPEP 1.C% - - 30 (TO BE RELOCATED - 16 LF 12° DIP 0 1.0% - - - - M WATER UTILITY DATE BY. OTHER S) NEW 12" WATER - - - - 16 LF 12" DIP � P.0% - t2" SEWER '2" SEWER - NfW 12" WATER - _ _ _ _ - - - WATER MAINTENANCE DATE 12" SEWER - - - NEW 12" WATER--] - - 18 LF 12'1 DIP O 1.0% - - - - - - 'C _T 12" DIP 1.0% -:_- : :..... : ........ ...:......... ....... ..:......... 2,7ar T ; , _ 2 SCANNED SEP 1 3 2002 RuLL 176 FERIM' I�lal No� I V) tn- Y m � Ln n n' Q ce ce tq� a � (A F_ OiS W W W c:) m W W to Q Q J LLI zz ow €V < O �E =Z - < ,a N z2 a- °= .3 = mF T i o < w z 0 o � c a x � i I I c I II V w w 0 W W N I ,15A I Ci -t i i I i T � i I s' - t j.. Porch ' o Porch I J s U ( — 301 a ZR200 AS -BUILT DRAWING RECOMMENDED FOR APPROVAL AS RECORDED BY r CONTRACTOR FIELD NOTES STORM WATER UTILITY DATE SCALE AND SURVEY VERIFICATION HORIZ. 1" = 20' CB #14, TYPE 2, 48" FROM THE FLUER COMPANY STORM WATER MAINTENANCE DATE CB #15, TYPE 2, 48" VERT. 1" = 5' STA. 59 +57 RT. 1' CB #13, TYPE 2, 48" 1 -14 -02 STA. 60 +67, RT, V SOLID LOCKING LID STA- 58 +15 RT. 1' S7T00 j SOLID LOCKING LID RIM = 39.26 SOLID I OCKING LID (SEE SHT_ 15) RIM - 40.25 +� 39�� RIM = 37 +78 CBr12, TYPE 2, 48" CB#6, TYPE 2, 48" 6 T56 61 +66 I �M- -4fr@6I 6� +�� 12' (S) IE 33.99 Jg +�� RIM - 3 � 58� 00 STA 56 +61 RT '' STA. 56 +28 RT_ 1' 56+00 12° SS IE = 34.38 2" (S IV 3441 12" S lE 33.46 �� G2 � 1 SOLID LOCKING LID SOLID LOCKING LID _ - RIM EL 36.14 2�S IE 34.68 12" (N) IE = 34.5.9 " RIM 36 27 __ 12 N IE = 33.46 M SE IE - 36.48 - RI " - ?`a 25 - 12" (W) IF 3281 a�-i 1192:: .00 - �� 12" (E) IE = 35.59 12" F IF = 34.00 + 12" �S� 32 81 12" (N) IF = 32.81 - -- 2" (W) IE 35.28 I— O 2" NOTE: 12" (W) € —35.39 �W IF - 34-08— 12 N IE 32.81) C8 TYPE 2 ~ } LA -- SIDE SEWER DEPTH 12° (W) IE - 34:69 2" SW) IE 33.90 1 � � 40 � ---------------- - - - - -- j C�� 12" E IF 3291 (0 BE REMOVED `i-O W + ----- - - -_ -_ _UNKNOWN (TYPICAL) iz��, iG - 35.z�� }2��+, = z^ ^^ � T 4) Lid GRADE AT CENTER LINE _ GAS ----- _ - - - -- 12' h IE - 32.96 ------- - - - - -- ------------------- W ¢ r -- 35 w 35 � w � SS Ss ss � � 110 LF, 12" CPEP SD @ 0.4% SS SS 142 LF, 12" CPEP SD @ 0.4% -- -- - - - - -- SS 153 LF, 12" CPEP SD @ 0.4% SS CB #15A, TYPE 1 r CB #15B, TYPE 1 CB #14A, TYPE 1 CB #146, TYPE 1 CB #13A, TYPE 1 CB #135, TYPE 34 LF, 17" C °FP O 30 Z UJ STA. 60 +67, LT. 17' STA. 60 +67, RT. 17 STA. 59 +62 LT. 17' STA. 59 +62, RT. 17' STA. 58 +15 LT. 17' STA. 58 +15, RT. 16' SD @ 0 -5% NEW 12 "WATER H "'-DIRECTIONAL Bi- DIRECTIONAL BI- DIRECTIONAL BI- DIRECTIONAL i2" SEWER' BI- DIRECTIONAL BI- DIRECTIONAL J ,AHED GRATE VANED GRATE VANED GRATE VANED GRATE VANED GRATE VANED GRATE CB -12A, TYPE 1 STA. 5, TYPE 1 RIM EL. = 39.76 c RIM EL.= 38.73 - Rl�ei E =3 .� - n 7 RIM EL - 39657 RIM €L. 12' E IE 36. o RIM EL - 37.23 - ST. 56 +62 LT. t� _ _ STA. 56 +62, RT RIM EL.= 38.75 _ _ RIM EE = 37.37 BI DIRECTIONAL 2" SE IE = 37.57 12" (W IE = 3 .56 45 2 �W� E.S :03 �6 r2�CE) IE = 35.31 - BIANEDEGR�TE L VANED ATE - EE� GRATE 6 364 - - - 12 W IE = 34.32 RIM E 35-88 RIM EL = 35.64 Q -- - - - - - �35kCr 4f� RIM EL = 35.25 - II I, -- __ -- - -- - - —I — — — — — — — __ — — 12" W, IE = 33.14 _7 v �__: � I M 4" GAS - 6" GAS ( DEATIVATED) J F/ 8" SEWER- I '8 L�, 12" CPEP @ 1.0% - wr-.7��F�7 L 4" WATER (TO BF ABANDONED) -16 LF 12" CPEP @ 1.0% HFW 10" WATER 35 4" WATER (TO BE ABANDONED) 15 LF, 12" CPEP @ 1.0% NEW 10" WATER 18 LF, 12" CPEP @ 1.0% 8" SEWER 6" GAS (DEACTIVATED) 4" GAS lk-OLL 176 2" (E) IE = 33.05 SIDE WALK 35 EX- J� EX. C.B. 13 LF, 4" EX. SD 4" GAS � - 4" WATER (TO BE ABANDONED) 3� 16 LF, 12' CPEP @ 1.0% �n I 4" WATER (TO BE ABANDONED) 4" GAS (TO BE RELOACTED BY PSE) 16 LF, 12" DIP @ 1.0% 6" GAS (DEACTIVATED) LLN 10' WATER 6" GAS (DEACTIVATED) NEW 10" WATER 8" SEWER 8" SE 1R'ER 18 LF. 12" CPEP @ 1.0 %--1 18 1 F. 12" DIP @ 1.0% FR 038 An, - 0 ID SCANNED SSEP 13 2002 N ' i n Q I N zz IL z - < - l� <z = N 3` P - ppy1 ° FBI � 3 O 0 SV• fA rf LLJ to z In o6 w `n = z z � Q V uj o�� Q& in � a UI nw m o oN O O W d C E m \E - h Y� o JI °x I i b Hlk 1 4i I 1 II7 - I Asphalt Parking I �L_1 Ila = 1 I I � I CB 923 '•6 3 3 m o`! f I CB CONNECT NEW Tyft 2 i MANHOLE TO DWPING I 1 1 STORM PIPE - 1 I AS -BUILT DRAINING AS RECORDED BY CONTRACTOR FIELD NOTES r AND SURVEY VERIFICATION '�� FROM THE FLUER COMPANY SCALE 1 -14 -2 HOR17. 1" = 20' VERT. 1" = 5' 56 +00 55 +00 54 +00 53 +00 52 +00 51 +00 50 +50 40 J 30 Y 2" E IE = 30.61 (� 12" (W) IF = 31.24 12" (E) IE = 30.0- I�' RECOMMENDED FOR APPROVAL �0 0 '2" (W) IE = 32.35 30 0 30 12' ,W iE = 29:88 Q STORM WATER UPLIi' DATE 2" G.+S , i__ LEW 10" WATER ( i 8" SEWER - '6 L 12" L NEW 10" WATER CPEP @ 1.0% 18 LF 12" 2" GAS TO BE RELOCACTED BY PSEI 18 IF '?" DIP @ 1.0% DIP @ 1.0% NEW 10" VJATFR 25 16 LF 12" CPFP @ 1.0% STORM WATER MAINTENANCE DATE 2" GAS 16 LF 12" CPEP @ 1.0% 8 SP W,' 8" SEWER J7 27 J 2 8 LF 12" CPEP @ 1.0% - SCANNED SEP 1 3 2002 : 6 176 F "D 0 3 CB #25, TYPE 2, 48" DIA. CB #24, TYPE 2, 48" DIA. - CB23, TYPE 2, 48" DIA. R' STA. 54 +82 RT. 1' STA. 53 33.4 RT, V STA 51+86 ' SOLID LOCKING LID SOLID LOCKING LID ! STA 51+79 RT 1.9' .--L _ 35.2e I Rim j SOLID LOCKING LID x i own_ CB #22, TYPE 2. 48" DIA. c:) RIM EL. = 35.16 RIM EL. = 34 +59 I RIM EL_ = 33.44 + _ - (S) IE 38-29 12" (S) IE - 30.56 12" S IE = 30.30 SOLID5LLOCKING LID LJJ 12° N IE 3030 I - _ 12" W) IE = 30.76 12 20 - RIM EL. = 3285 Q 1-2° €) 1,;=- 5Q- 12" (E) IE = 31.21 12" W IE = 30 -40 12 30 -99 icj 3 38-29- 141p it 29_9zi 72" NE IF = 29.93 35 w _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - 12 ES IE = 30.60 GRADE AT CENTER LINT i 2" (4V) iE 29 84 I r,n 12" (SW) IE = 29.93 - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 19` (E) IE 29.91 12 N IE = 29.68 148 LF, 12" CPEP SD @ 0.28% 154 LF, 12" CPEP SD @ 0.28% 28 LF, 12" CPEP SD @ 0.28% 30 4 CB #25A, TYPE 1 -- SS J SS SS SS SS "' "+" ET 1 STA. 54+8Z. LT. 18 i �� CB #25B, TYPE 1 0" WATER CB 2A, TYPE 1 (F-H�) 5T4 -53+ ,rir CB #24B, TYPE 1 C13#23A, TYPE 1 SS SS SS SS L-8" SEWER BI DIRECTIONAL VANED GRATE �- _ STA. 54 +84 RT. 16' _ STA. 54 +82 RT. 16' BI- DIRECTIONAL z34 STA. 53 +34. LT. 17' BI- DIRECTIONAL VANED GRATE - - -- _ - --- STA. 53 +34. RT_ 17' BI- DIRECTIONAL _ VANED GRATE STA. 51 +80 LT. 1J' VA DIRECTIONAL VANED GRATE CB #23B, TYPE 1 I ST 51 +80 RT. 17' BI- DIRECTINAL FIRE HYD_ TEE RIM EL. = 35 64 VANED GRATE - - _ _ - - - -- - - - VANED GRATE 1z=( €, - 02� E) IE - 32 31 RIM €t -3#781 RIM EL = 34 81 - - RIM EL. - 33.86 RIM EL. = 33.82 RIM EL. = 32.74 - 33.58 i RIM EL = 32 88 40 J 30 Y 2" E IE = 30.61 (� 12" (W) IF = 31.24 12" (E) IE = 30.0- I�' RECOMMENDED FOR APPROVAL �0 0 '2" (W) IE = 32.35 30 0 30 12' ,W iE = 29:88 Q STORM WATER UPLIi' DATE 2" G.+S , i__ LEW 10" WATER ( i 8" SEWER - '6 L 12" L NEW 10" WATER CPEP @ 1.0% 18 LF 12" 2" GAS TO BE RELOCACTED BY PSEI 18 IF '?" DIP @ 1.0% DIP @ 1.0% NEW 10" VJATFR 25 16 LF 12" CPFP @ 1.0% STORM WATER MAINTENANCE DATE 2" GAS 16 LF 12" CPEP @ 1.0% 8 SP W,' 8" SEWER J7 27 J 2 8 LF 12" CPEP @ 1.0% - SCANNED SEP 1 3 2002 : 6 176 F "D 0 3