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HomeMy WebLinkAbout70-181_70-132 I T Y 0 F E L S I N 0 R E SEWER ASSESSMENT DISTRICT N0. 1 MUNICIPAL IMPROVEMENT ACT OF 1913 GENERAL NOTES I. PROJECT STANDARD SPECIFICATIONS SHALL BE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1970 EDITION. 2. SEE SHEET NO.49 FOR THRUST BLOCK REQUIREMENTS. THRUST BLOCKS SHALL BE INCLUDED IN UNIT PRICE BID FOR FORCE MAINS. 3. ELEVATIONS SHOWN ARE BASED ON MEAN SEA LEVEL DATUM. MACHADO sT 4. UTILITY LOCATIONS SHOWN ARE FROM EXISTING RECORDS AND FIELD SURVEY, AND ARE APPROXIMATE ONLY. 0 5. EXISTING UTILITIES SHALL BE MAINTAINED IN PLACE BY CONTRACTOR UNLESS Z 27 OTHERWISE SHOWN, AND INTERFERING PORTIONS OF ABANDONED UTILITIES SHALL BE REMOVED BY CONTRACTOR. W M1 N L1 y 29 6. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND AGENCIES w 0 26 AFFECTED PRIOR TO BEGINNING CONSTRUCTION IN THE VICINITY OF THEIR W F RESPECTIVE FACILITIES. a V o "N�0�.2 21 r 7. ALL TEES SHOWN TO BE CONSTRUCTED ARE TO BE 6" UNLESS OTHERWISE SHOWN ON THE PLANS. } PUMP STATION Na a 28 25 COUNTY OF RIVERSIDE, o�, RIVERSIDE B. THE CONTRACTOR SHALL CONTACT THE CITY OF ELSINORE,ASTATE DIVISION OF STATE HWY. HIGHWAYS AND ANY AFFECTED UTILITY 48 HOURS PRIOR TO ANY CONSTRUCTION. 16 14 13 12�PNUOI �fq = 9. ALL TRENCH RESURFACING SHALL BE DONE IN ACCORDANCE WITH THE. SPECIFICATIONS LINOI3sT. �wlLsan sr sO KAN 2 ST w a 7 p 10. ALL GRAVITY SEWER LINES SHALL BE"VITRIFIED CLAY PIPE" CONSTRUCTUCTED P > �SiO a"' IN ACCORDANCE WITH THE PROJECT STANDARD DRAWINGS AND SPECIFICATIONS. THE e�� aPQ 17 JOINTS OF THE V.C. PIPE SHALL BE POLYURETHANE COMPRESSIONS. 1 5 Q �� ST. 6 II. ALL SEWER FORCE MAINS SHALL BE "TECHITE PIPE" CONSTRUCTED IN ACCORDANCE LIME ST 23 r WITH THE PROJECT STANDARD DRAWINGS AND SPECIFICATIONS � qP MACY ST a^y 12. ALL HOUSE LATERALS SHALL BE LAID ON A GRADE OF 2% UNLESS OTHERWISE SHOWN ON THE CONSTRUCTION DRWGS. s 24 a 5 m le m 13. "TECHITE PIPE"IS A NAME FOR REINFORCED PLASTIC MORTAR PIPE WHICH MAY ESTATE HWY. 2 a BE USED FOR FORCE MAINS OR DRAIN LINES. 4 14. IT IS INTENDED TO PROVIDE A MINIMUM OF ONE "TEE" TO EACH FRONTING LOT PUMP STATION PLUS ANY OTHER "TEE'S" AS SHOWN ON THESE PLANS. NO. STATE HWY. 74 15. ALL STATIONING SHOWN ON THESE PLANS IS BASED ON THE CENTERLINE ORTEGA HWY. OF THE "GRAVITY SEWER" OR "FUTURE GRAVITY SEWER" WITH THE 19 , EXCEPTION OF SHEETS 2,3 8; 4 WHICH ARE STATIONED ACCORDING TO 3 3 THE CENTERLINE OF THE PRESSURE LINE SEWER' o 16. ALL H.C.LATERALS ON THIS PROJECT SHALL INCLUDE A LOCATOR WIRE & BLOCK 20 31 32 o AS SHOWN ON SHEET NO.49.AND SHALL BE INCLUDED IN H.C.'S BID ITEMS. BONNIE LEA DR. 2 PEPPER DR. - 17 THE LOCATIONS OF THE HOUSE LATERALS AS SHOWN ON THE PLANS ARE FOR '. CEDAR DR 37 LEGEND BIDDING PURPOSES ONLY. THE PROPER LOCATION OF THE LATERALS WILL BE OLEANDER DR DETERMINED BY THE CITY PRIOR TO THE CONTRACTOR COMMENCING WORK. THE 33 34 PUMP STATION N0. 5 INDEX MAP ♦ BENCH MARK (ShK 0e indlYW4 sheets) CONTRACTOR CONTRACTOR SHALL NOT CONSTRUCT ANY HOUSE LATERALS UNTIL THE INSPECTOR j 38 SCALE: I"=800 O2 SHEET NO'S. �1 43. AS BUILT HAS GIVEN WRITTEN AUTHORIZATION AS TO THE PROPER LOCATION. MARIE DR. ETHLENE DR ADDITIONAL SHEETS ON THIS PROJECT e 36 35 z o 40, UNDERGROUND 39. PUMP N DUPLEX S SEWAGE PUMPING STATION DATEL 4 u CITY OF ELSINORE a yr w a 41. WET WELL MOUNTED SEWAGE PUMP LIFT STATION 42. PUMP STATION ELECTRICAL DETAILS 18, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE rn ALL ARRANGEMENTS FOR OBTAINING WATER. THE COST OF ALL TITLE SHEET n m 43. SEWAGE LAGOONS WATER USED SHALL BE AMORBED IN THE PRICE BID FOR THE 0 44. AERATION SYSTEM DETAILS VARIOUS ITEMS OF CONSTRUCTION. SHOWING 0 1.- 45. AERATION SYSTEM DETAILS Z } 46• LAGOON DETAILS 19. THE CONTRACTOR SHALL REFER TO SOILS REPORT PREPARED BY INDEX MAP and GENERAL NOTES „ G 47. ELECTRICAL DETAILS WLDENBRANDT & ASSOCIATES DATED 5-4-70 AND ADDENDUMS 48. LANDSCAPING PLAN IS ON FILE WITH THERETO FOR B THE CITY OF ELS NORE,CE' EXPLORATION INFORMATION. A COPY RECOMMENDED SEWER ASSESSMENT 49. CONSTRUCTION DETAILS CHECKED DISTRICT NO, I -+ 50. VEST HOLE DATA T.S. \ LAMPMA A# ASSOCIATES SHEET DESIGNED MUNICIPALL PLANNING PLANNING AND I NWT__ ENGINEERING 604SULTANTS DRAWN D.a. et/ 71ir/2o 1 OF 50 DESIGN ENGIN ER R.CE 15308 CP--i9 5b_ 1 r I _ L ii R a .. , r ... _ ` : - - -- 1 SURFACE OVER SEWER 1 - -.. _� .. , — 26Q_ t — 1260 } ' r f t '_TECHI TE _PRESSURE __LINE - k t I ' .i.:. -. j --_ _.. t� ..__ - s I25 i - _ O l - i g; 1 ,- ,. 723.36 -F-10 T'ECHITE: PRESSURE _i - , � RES URE LINE CtASS:100ps1 - ; ;. X. t r CA t i -•- L i - - t ' 1 L , 17 18 19 20 21 22 23 24 25 t{ I I I, / NOTE I. GROUND WATER MAY BE ENCOUNTERED DURING I EXCAVATION SEE LOGS OF BORINGS SHT No.48 AND SOILS REPORT DATED 5-4-70 PREPARED 7i BY HILDENBRANDT d ASSOC. 1, C J �/ > ) LAG0O 1 r 11 J p ~ �)) r / (See S eet S/TE o eLev 125z 1Va.. 43) z 5 F / w O N x\p /]� N 10" TECHITE PRESSURE LINE CLASS 100 P S I. �' Deft 4 5"19'43" 1011 _ CLASSECHIOTOE PRESSURE LINE SEE o SHEET NO. 43 98"10' F THRUST BLOCK N P L. "'N'T 15 6 P.L. i 80°04'25' �.�p.Q N. J A V ' f O CAUTION SIGNS of 200' O.C.(See derail shi. no.49) DATE BY N. G. Varies I°Crushed Rock r - e 12 CITY OF ELSINORE (See Spec) 10"Techite Pipe 22 `� SANITARWITHIN WERS I; o eoAGGREGAT SCALE j I"=40' 101 EASEMENT & CITY PROPERTY e,eeBO BENCH MARK A B.M.on Pole no.73714 BETWEEN RIVERSIDE STREET 81 V spk.,north side of street. Excu�Width of See sheet 5, Sta.55+40± TREATMENT PLANT on Elev. 1253.50 RECOMMENDED SEWER ASSESSMENT I PIPE BEDDING DETAI L / CHECKED DISTRICT N0. 1 G T.S. LAMPMAN AND ASSOCIATES SHEET for this sheet DESIGNED MUNICIPAL PLANNING AND No Scale N.W.T. ENGINEERING L LTANTSDRAWN �'J�O ��/S�7o2 OF 50 D.G. DESIGN ENGINEER .I 8 57 -t — — ------- - —_.7A. _, .— { 1 . I , i .... ..: t! ...... 1 i I 1260 k i 1 ' I 1 260 I SURFACE OVER .SEWER - I t t F ( • i - - 0" TECHITE PRESSURE LINE _ 30� -- S=0.5% _ q t i i \ _ SRO. a . i 1230 - ��6=E,1:_ : - o 00 '\tip arm.`°y 1250 a a \• x 4• ! ... s. r I , _ Horiz.SCALE I„=40' 900 (F. 10— ECHITE PRESSURE LINE- CLASS 100psi Vert, 1 4' i ! 1 e ' i , I ) 8 9 10 II 12 13 14 15 16 17 NOTE; i I. GROUND WATER MAY BE ENCOUNTEREDI DURING EXCAVATION SEE LOGS OF BORINGS SHT NO.48 AND SOILS REPORT DATED 5-4-70 PREPARED BY HILDENBRANDT N a ASSOC. s1 N C f W O 0 In N P.L. W Z Z J J r a m ul -0 10 TECHITE PRESSURE LINE Def l' m 10' SEWER EASEMENT m _ CLASS 100 PS.I. O O m P.L. and Fence Line Thrust Block m CAUTION_SIGNS at 200' O.C. (See ShT.No. _ S N. G. Ip"f DATE BY "ebb �yAGGREGAT 12 10"Techite Pipe CITY OF ELSI NORE 22" SANITARY SEWERS I"Crushed Rock WITHIN �� (See Spec.) '2Y6idb�e o AD 10 EASEMENT 81 CITY PROPERTY SCALE � � I"=40' � B.MS BENCH oMPAoRKo73714 V /�� Width at p BETWEEN RIVERSIDE STREET a G Excavation north side of street. See sheet 5,Sta.55+40*. TREATMENT PLANT I PIPE BEDDING DETAIL EIev.1253.50 RECOMMENDED SEWER ASSESSMENT -L CHECKED DISTRICT N0. I � for this sheet T.S. LAMPMAN AND ASSOCIATES SHEET No Scale DESIGNED MUNICIPAL PLANNING AND NW.T. ENGINEERING CONSULTANTS DRAWN - 71 s /j, 3 OF 50 D.G. DESIG .C.E.I __... 4 i i i a - , 1 i I ,f i I ii i ff, 47 1260 I 1260 - f _ z � :SURFACE OVER SEWER - 1 ' t I. to"ITEC4TE- PRESSURE LINE 1250 __ __ 12__ __ __ 50 �ti°xtia $00 LF 10"TECHITE:CLASS 100 PSI 1. IT — } SCALE _ t t- J Ho iz I° 40 Vert. 11 I ry r t - [Fjt . 4r V..: .. .... 1 t - ... _ � t 0 I 2 3 4 5 6 7 8 NOTE'. I I. GROUND WATER MAY BE ENCOUNTERED DURING EXCAVATION SEE LOGS OF BORINGS SHT. NO.48 - AND SOILS REPORT DATED 5-4-70,PREPARED BY HILDENBRANDT I: ASSOC. 1 7 O, I 40 30' ( I � I . �I I M N ( I Z yNS)R��� @#oclr i i Power Pole 10" TECHITE PRESSURE LINE -o ' O CLASS 100 P.S.I. R w w 10' SEWER EASEMENT 0 m -0+02.51 � g _ 10 Outlet ( PT• -.. 0 0 / 0t07.13 C and Fence Line m PUMP STATION NO. 1 d SEE SHEET NO. 39. m CAUTION SIGNS at 200' O.C. (See detail sht.no,49) ;s L T / Begin Signs at Of50 = :. / Telephone Pole 2 / � 411 N. G. 12'. DATE BY - - a, // �gpee° 4 / ! 1"Crushed Rock °° eP 12" I 0/7/ /� (see Spec.) ,P , a^ CITY OF ELSINORE / 10 Techite Pipe 71 40"/ �• 22" SANITARY SEWERS AGGREGATE, SCALE 1"=40' WITHIN BENCH MARK �0 10' EASEMENT & CITY PROPERTY B.M.on Pole No.73714 F syF/ wiam of spk.,north side of street. BETWEEN RIVERSIDE STREET 8t ~Fr +s E'I`a� "a"ah1 1 Elev.1253 50 See sheet Sta.55+40± TREATMENT PLANT I PIPE BEDDING DETAIL RECOMMENDED SEWER ASSESSMENT V for this sheet CHECKED DISTRICT NO. I Qp No Scale T.S. LAMPMAN AND ASSOCIATES SHEET DESIGNED MUNICIPAL PLANNING AND N W.T ENGINEERING CONSULTANTS DRAWN Se DESIGN f� /1/1 /u/Ta 4 OF 50 D.G. N o.-kW'... ENGINEER R.C.E.15309 1i I ' I T. OD fi . ,. ... -T , t -fjrode:l6'S✓O�St. _ . : _. : + f : I : + b w 3 } r tx r w {It 12- i V.0 If 12 V.C.P, - I 0-40%' , , t - ._, � , � t ♦ti roa �T '3 _ , - - 42 t21.""V:G.P. 12.3,5 - x a ♦ate , h 7 S — _ _ -- _ - �._:. .. I r I , SCALE ll I� r i Vert. I" 4� 300. t25' I 47 48 49 50 51 52 53 54 55 56 57 58 a o i e h m / : �i 2 W =I,D I I- F r 'r? H u01 io O O N r+ r+ t+ W Z� Ln N° I I� N r� O M a1 l0 C ro N W a, N -1 � / v v v I v 9 F� :+o +o r + + + + + o `+D + + a + o In �/ 60' 137.6 t3 N I In to n In In In In In In In In B / / Qj� tr t0 l0 ± N N to to N1 V d' u) In ID l0 + IV ♦♦ \ 27.12' 60 0 60 60 60 60' 60 60 60 60 50 76.5S RI VERS/DE 6ITYPia g i'%f4o o '/ to - -- - - - ---- -- - - - - - --- -- - - -- -- -- - - - �o- - - - - -- - v9 0 * / i A 1 - ---- - o - �b--- - - - -- - - -- - o 6"Tesa(TYD.) _ Derl. 9 2°39'50° 0 - ---- - --- - �a`y 75 II 75 75' 61.4 I " V.C.R SEWE I tS� 12"V.C.6 SEWER 824.59- 12°V.C.P. SEWER 12"V.C.P. SEWER 56°38'30' ♦0 f- F- II r o 60• ,�j Ian O H 1� I- O TEES EVERY 75' F- h O PUMP STATION o x d t• a c M ko p n x♦^ ' SO. SIDE STRI CKLAND AVE. 1 O b0 O No. I Fence n p^lt" f-' U) to a O a v O O BUNKER ST O ,i�x In ~ �' �• 'r• In f- • it O I r` A DO + + + I g J y In a Nh m N 4 � h �' N d, ° see Sheet No. 39 a a v a -T v f F H ru + + IT + 0' 'a a ` ♦p M V In w n t- ti m N m In Z O 9 \ °•a L NOTEI I ee = 2 I. Ground water may be encountered during tee" excavation see logs of borings sht. no.48 and soils report dated 5-4-70 prepared DATE BY by Hildenbrandt 81 Assoc. 2. Where ground water is encountered bed pipe yo in accordance with detail below. CITY OF ELSINORE N.G.~ Varies SCALE J 1"° 40' SANITARY SEWERS t IN BENCH MARK •I R I V E R S I D E S T R E ET I"Crushed Rock °� 1z" B.M, at S.E.car of brick (sea spec.) d' °moo planter at Strickland Ave. f E/0 wASHINGTON STREET) O 10" Techite Pipe ° Elev. 1252.50 STA.47+00 to STA.58+46± 0 AGGREGATE 22 / RECOMMENDED SEWER ASSESSMENT : -11. CHECKED DISTRICT NO. 1 Iv T.S. LAMPMAN AND ASSOCIATES y SHEET MUNICIPAL PLANNING AND Width of DESIGNED N.W.T. ENGINEERING ONSULTANTS Excavation DRAWN 71,,1,C 5 OF 50 PIPE BEDDING DETAIL K.W. /( DESIGN ENGINEER ) I , r r{ I .. - ......r N - .. 1 1 { r k . ; Tcrde:16 /0 St t _ a _ a .t to. __. I- - to _ ; -,- - •..:. ^ ..' -.,. ! �- _. ' 1 + , r _. - _ ... . ._. ,. r , O 4bY , I - - ti r >7 r -_" 4 i _: ♦ 1 x�s3`. r .... I 6-0`� r� is_. - r u __ - �._ . C , SC x A 1 i _ ......._... ;... . -`Nett. f.,s__,-4- -ko 2Z7,05 400.4Q._.. i3_Q0.bO' 34 35 36 37 38 39 40 41 42 43 44 45 46 47 a ' 2d zo' i. N p H F' F ~ } } Q } } } } } a ,On, w lei H In F• O I W)). F o ~ F F- F F- n �- } I } h h v07, uoi. O O ,. N O O — 'c? W m O O O N N O Q N Ir V } N } } 0) M W !-- N) rn F- F + + + + + + N N r Q O N O M N O M DD N h W m N t0 W V) GO A r W D' el O+i O) O O �' 'F N r 1 m Q Q q u') O In M N) M M M M M M M M M M M to M M It Q V g6 7 Q Q K) tt a a In a V a v a 60 60 60, 60, 6d 6a 60 6d 6d 60' 60' 88.39' 2� 81.61' 60' 60 0' 60 60' 60 io, s Fv 6°H.L.'s ° n R/VERB/DE eudmtl - - - ----- - -- �t - - -- - - - ----- ---- - - - - - -- - 57REE-r --- 'o 6"Tees 2"C.M.P -o E.P, _ -- - - — — -- N -- ITyHeddwdll N -- --- — - --- _-- --- -- — _-- -- N IIIIIII 5 50 50, 50 50 50 75' 75' 75'11- 75' 75 —� 75 I 75' ! _y 1 75 75 } 75 75' 75'—` 75 H I h HIO�'V.C.P. SEWER- ♦- H 10"V.C.P. SEW R I N 12"V.C.P. SEWER 8"Stubs 12" V.GBSEWE O O O O O } cO > } I } } of I } II2"V.C.IP.SEW R 5"H.L. In In nO 1: N m ~ ~}} Q W ~ In I~v N u) >' } } } } u) } } } O M rn t+ } O t� H _ OD I O ( If1 O 9 F• M N N n In } W } } I I F N Q OI O MMII N <O rn f� n� P If) O Vj O 1n M O O Mj Q tD r[, M ~ M W W M + e a v v c W W b a P N c n O v n + + t # o dD O Nto + 6g'hrO F O + + + + + + •F Q W + + N + O W Ol a O) H) to t0 N O Q c DD n In M M M M N M M N O ')J. m 0) 0 O O Q N N N N M M M M �• sr IL7 N x��. h rn x'3,Z,. M M M It IT ct h J• C Q Q a IT a R It P V V a a R It b C Fa- en 6!r. M N nJol!r' y0I. �.1I1,.. Ax, J + TW f tCD oA ■ by ny �y BY zo' zo' CITY OF ELSINORE i SANITARY SEWERS STA. 39+04± I N BENCH MARK AQ R I V ER S I D E S T R E ET B.M. spk.on N. side O = CE/O WASHINGTON STREET) ~ f SCALE I" 40' pole# 73721 �1 STA.34+00 to STA.47+00 cm MD Elev. 1266.26 RECOMMENDED I SEWER ASSESSMENT 3 ...► CHECKED DISTRICT NO. 1 �} 'mil Ts. LAMPMAN AND ASSOCIATES SHEET DESIGNED MUNICIPAL PLANNING AND N.W.T. ENGINEERING�f ONSULTANTS DRAWN Pam' J�.5.7a 6 OF 50 K.W. D SIGN ENGINEER -15308 - i R - — - N -� { ' t } i �: ` Grade 16'S/0 St. IL --- --- - _ .- _.:.. :- _ _,__.,ems-. _ ...__ . ._T "_-1`_' Q � _ . -„—� �'-fP` '. --/ ,, oi AA iit 7. 71 - r , i T r , , a t I b , - --- - - - - 0 1 .: 11a54 -----. 0 , 1 P: c I - 'u! - S 263 - - E + 3 ... Hori- - 1. ..:. .. .... ...: d- ;.. • -_; -' -__ __.. - - _.:._ I _._.... _: .. _ _ ._.. .. .. , 1 ( . ) { -_+350.D0; s ._ � --- -.: I �6L-:85_° _ 3{�DAO� i 3DO.D9' ..e w I 22 23 24 25 26 27 -- -8 —- - - -29.._ - 30 ao' 31 32 33 34 20 20 0 h� x titi Nix M + Go H u I CZ 1p S I M O F N F- F I- F ~ ~ F QY tv Hi t- I- In Ni In ut I� � U7, F :n In F I_ to o O / + � NOD n Ip t0 N v 01 t! Lo v N O ` �0 L v N .y, - v O O M l0 N N DD v QID a N It v I In u) IO ID ti ODD W I CD 0, a, O N N N N N N N N N N N ' N N N M y o / Q-^ ti ry P '9 3Z80' so 6d 60 60 0 60 I60 60 45 23 N t�J.-M A. ti Ili a e i 5 a o C. _ / W lo 0 f w o �r 9�Stub `` __-____ ___-_-_ ____ --___ _ _ _ _- ,_ _ __ __ _---__-` " Stubs t 60, = t. N Io o Do / d E.P. Deft 4 6"y 6p'M W h t co so O 12.67 50 50 50 50 50 5U Sd 50 50 50' 50' t- 50 �+� Wti o 10"V.C.. SEWER F 10° V.C.P. SEWER t_ 60 �� 6„7 ` 60 J v Lu O ~ O 'n v Of Di t- IoF- H H K7 !- I y ti �t'D.J� 60 n O to In w i 0 m a a N � _ G T v N w) U h ID tD I n r f` m m m m O1 01 O" /- \� N FULL N N N N ♦ti N N N N N N N N N N N Q ,O so, �`` q e 20 20, SEWER CURVE DATA x /C 40' A-35°07 3d' `t'tO�? �'lj O M v ti V/+. .9Z eR 30 \` p X O O t N LT R=345 O V' W ^� m h ti h. L=211.56 'b �' tLl /ID p /� O So' - h T=109.19' h 4j M *O M O _ _7I7/ O ro M M M ~ �33fs ,� -.DATE BY 5TA 23+16.33 to 23+21.25 STA.23+21.25 to 25+27.83 MIy 14 N A=O°49'02" G=34°18'28'* Q M R= 345' R=345 CITY OF ELSINORE L 4.92' L= 206.58' 40 r SANITARY SEWERS IN BENCH MARK ♦3 R I V ER S I D E S T R E ET R.R.S k.on Pole#73727 on SCALE 40' ( E/O WASHINGTON STREET) Q N.side Riverside STA.22+00 to STA. 34+00 1 p�St.at Shrler .-�' Dr.(Sta.21t13.174. RECOMMENDED SEWER ASSESSMENT 'j Elev. 1335.54 Revision No.l 9-21-70 CHECKED DISTRICT NO. I ~ Cif T.S. LAMPMAN AND ASSOCIATES SHEET DESIGNED MUNICIPAL PLANNING AND ' N.W.T. ENGINEERING CONSULTANTS DRAWN 7/,s/i,P 7 OF 50 DESIGN ENGINEER R.C.E.15308 ----------- _..... - -- --- -- - .-.- --`- .. . ----- -- - - - r i i 4—._r 1 T' - - t` - - r 1 !: I r l T. O f . Grade t Idl SAO ew -.♦ r- .. St. €' is :. - •r! x.r.,. i .:_. .0 0. c I 1 t - I -, - 5 , ne .. e° t: a �1s m _ , -� - _ In , ' -� i ,. !. .:. - - -#^�-9-5- Poo ,4�+zss . �. �Q-vS- I i P - -_ - 1 f / o .7.—;v._.._.- _._ __._._-.._ .._._._.,..... -f...- - ----_--__--`-:. -----'--..__. _____mow_'a..._._ -.:_.-.__----`----._i:-..-.__ .�_---- ....._'_.:_.___:.____ _ F 3t ss F '/� , SCALE' - � r2 s o _ Y i♦o s Q h Horiz. I":40' .Vert. I"g q• ( a 302.00 f25.85' --. 327.8; 3.73 T72.4.0° L { 152.47 30Y�Q ' I 215.61' 92%n `} _-_ .._._.-.i_._' _ _ate _=-�:�'�:� - =_--`___--{ �........Y.._.�__.•___-.�._..:__ .L_.e.:w..._'__.__._._. _ '--c--- �---._-_'_ _.__..- ._..---- -_. --... _..... .... ---- —._-__-`-___.--r...--... 12 /0 Pes 13 14 15 16 17 18 19 20 21 22 40'V.C. Ground vary hl may be difficult to excavate I 9L 9iS see soils re rt prepared by Hilden brandT 6 Assoc. 2 S dated 4-70 I G /F O• •a n / M 8.9fi rat" AO 1.04 q0 SCALE 1 = 40' y6x� Exist Ground 0 L n No' �` \ / ruu n, Suitable Bockfill r'f� Material 1074 i - s ♦ �T w� 9 � I/2"Crushed z x ��i/ 2 Rock a` e e w i �M 640, ♦♦ O 10"Techite or � °$ 1110 ♦ 0 ♦,y. V.C.Pie ° ~N I ° 19+53.17 \♦20 ♦� so, Ox 4 S rin Line ° ° 12" 1 178' 75.63 �/ s/50 lei \ ♦ b a o � O,� � � � 10"Techite Pressure Line M.H. � O Z ° °`'O•" ♦ 0' % 00 I / ♦ �Ox Width of - - ----- - - -- - - ; ? , ` 14 O Excavation a RIVERSIDE �f I a 4403a ♦9kss� ss� a o4, / PIPE BEDDING DETAIL z ti _ ______--— ——--N — 5' ♦9k� asa " rA ` 32..0 Sto. 4+78.17 to Sto 21+05.64 oP.P. s NO SCALE 50 5d 50 8' SEWER r! CURVE DATA EG°t• krLOh \Q P f� \ Sy9iF 3 FULL CURVE 02 p'°e 0 \• °' Q '� 1*0951' 1314 ♦� tll W a = 81°23: 30' 2 d6� 10" T chile Pressurl Line 0 x^� R = 230.79' �20xo 2pk \ �S F o CI Ry9 ♦p't Z L = 327.85' \ ° v o ♦yx� OPT. T =198.47 M H 21+05.64 ��� Eiw N CITY OF ELSINORE - �pJ 2� 9a� �o ♦ \ �3ko0 SANITARY SEWERS Q x I N J 20 .� ,� 2 SP.ZZ SEWER ii CURVE DATA ♦Z y0 �\ \ y SEWER Q CURVE DATA STA. 16+13± 19+53.17 to 19+79.02 Q♦x �' :-� -A B• NE R I V E R S I D E S T R E E T 16+51.17 to 19+53.17 't NOTE:- The pressure line shown above is designed 20 20 A =74*56'28 BENCH MARK A4 a=630.79 �� 2� �G� < 0 to be converted 6 utilized as o gravity linen R= 230.79 1 � P (E/0 WASHING TON STREET) at a later date.See M.H.(A) Detail Sht.49 - 40 R=230.79 Po1et►GT4355 on N. side L , 2585 q �' s0 'ha sF'� L=302.00 2 /A/ RECOMMENDED STA,12+00 to .STA•22+00 I Elev. 13Is.95 R SEWER ASSESSMENT —1116 v CHECKED DISTRICT NO. I p 7S. LAMPMAN AND ASSOCIATES SHEET DESIGNED MUNICIPAL PLANNING AND -•- 77 �•N'�"� N.W.T. ENGINEERING CONSULTANTS t1 DATE--- -8Y—. .. , DRAWN ✓/.Y 71.0176 -8 OF 5� 31 H ENGINEER R "'. r d 1 F F 1 I .... _ Go Go f , , r .._-+ [ O co .> O 40'V.C. J. T +0 f Grode..16 E/0!Sf. l ��a1 i. I 1 'f O o u I�2�� 0 4 . / E� �o I qv i C -.. ! i'-.... .. o re:Line+Class 10 P Tec a Pressa 0.400% ' �o It 0.40% - „ Techit7preS$U,8 ne Class IDO psi 2�AOA T _{ . I f.. fi'ChimneY r _-��TQjt Pre.sure Lirt Class 100 psi q r1274 _ �� 6s _ � s _(TYD1s1RIJ...__ __. ! F- \ox MH 1 t r pe/q x 2,.0 f �e�•s� s nO tios o _ I 1 _ U /�o0 0. 40% /,rlu 12I.0 _ _.... _ _.. _..,.�,C P O.4>QBIo _. : -....-_..... _.._....._ _ _.,-_ _,... __ __ ___...�:,.... - '- __-__F- k .� ;.� SCALH ' Hor)z. Io•40' i Verf. I 4' S s ; l 159.06' 295.94 ; 263.88' E 390.00 27G. 8 1 .. :. :I _ : - I _ I 1 0 I 2 3 4 5 6 7 8 9 10 11 12 0 30' W a J � to IF� V ; N° L y, C Q E 40 n M N LU E € E U u E E an c+ia `u ip H u I EiO U U t- E id u C7 3 Ys r ti ,0 F- u F- u -N h V o F v O mU 9) rct O vt M a a 8"V.C.P. SEWER r`- d' O rn 0 M 01 t0 N m at O O O + 5 N r+ I'n rn a R C Q t+0 a p 00 49 49 49 49 44' 44' 44' 4' 144' q Exist. Curb 7 W Exiet. Cur — 350' — WI \` �R/VERS/DE " ` ----— --—— — — - —-- — — 6.0 8"Stub 1-6"H L.'S—�� 14 6' 3 G N.6T �_ -- — --- - --- E.. -6Teee 'vcP -- -- ------- -- - - - - -- -- - - --- - TREET - -- t N ,q (TyR) _n - e —— E.R W N.6F N IPOB'46' S 30 50 E 50 50 50 50 50 40' 10 /50 50' 5d 45` 25' 94.50' 150' 76.84 50' 50' 50' S0'.€ F-/pfE E E P DEFL. du O b a t E 00 .o f9 I° 13'40" o '• E u c M CI O ~ O x O ci F- `u 0 I� ax "' V +� u 1x�0 G -N 10" TecDite Pressure Line 00 ,+ Ox0 p m In n In0 n N 0 N u�j'i a V a 0� r. a+ P' J. h M N n + O r a+ W Q O+ M o I Ox6 y ro Q3'W O O ! N N N m M Ir+n a PUMP STATION In ,D 0 �N � � � _ 12" VC.P SEWER 12" V.C.P. SEWER No: 2 10' TECHITE PRESSURE LINE r �, Lux b y see Sheet No. 39 N All T x W Q NOTE: All H.L.So.of St. W ���33YSSS Y� N ore 14'of w V -., 50 � .....DATE BY 30' 0' 30 3O CITY OF ELSINORE 60 \ SANITARY SEWERS SCALE � I"=40' IN BENCH MARK •s R I V ER S I D E S T R E E T B.M. U.S.G.S.*H-17 Rice (E/0 WASHINGTON STREET) O STA. 0+00 to STA. 12+00 A I St. near Riverside St. e? , Elev. 1278.58 NOTE:- The pressure line shown above is designed RECOMMENDED SEWER ASSESSMENT i to be converted and utilized as a gravity line, CHECKED DISTRICT N0 I - -4 . at a later date.See M.H. (A)Detail sht.no.49 T.S. LAMPMAN AND ASSOCIATES SHEET w DESIGNED MUNICIPAL PLANNING AND Revision No.l 9-21-70 N.W.T. ENGINEERING CONSULTANTS DRAWN 9 0 F 5 O D SI N ENGINEER J - C/o-A 4f n o p t ti a " GRADE 16'E/O E Uo + 0 u r .. ! t 1275 V. ` _ _ —` +275 . L _ 1 r � r .j �....... 0.40 q 7i ; Yl } 12"v.c.P: 0.4a� u _ V �V' �dv ¢ 20a s F� 1z' V.C.P. ° 5 �.� 1265 �, _. _. _ _ - _ _. 0.4 �. 0 _ _ — `Q6 --Fa255' s 2 os�n 30s } e��ob ��, f2"V.C.P. a 0.40°% d - c� b�O x J 0 1' 2 �ti 1. x�z, e -- x •6K06�� ti61� 3X 12 V.C. .......... '* t �- i I 461 .. _ . I r 1 + t - - �� - _ t .. IP f --1255 ... .... i ..... _ _ .,.. .... I , I 1 I 1 , � ,. 1.. 52.33' 50.00 } 1r 4 325.06, y 1: 12 11 10 9 8 7 S 5 4 3 -_— — 2 1 -_�O 3 0' 15' I E E O 0 F' F- f" F- U YD O N O O O O O 6 O = ) 0 END y N N F F- h F• In N- F- t.r { �, + + m N7 N In aD O p N Q I ti M Irvin 0 O N - - C) D1 Of � In I j a M '1' O a} N +a + 0 + O O 50, 50' 50 41.8' 330, 165 165' I 5 48.06' 47' 47' 47' 49' 49' 49' 49' 49' R/ VERSIDE 6" TEE Curb-*" +I _ Curb o -- - - E.P. f E.P. 8"Stub STREET ~ S,as shown •r ,n 12 V.C.P. SEWER-, E.P. 12"V.C.P.SEWER to -w 1 " V.C.P. SEWER"Q 6r Tees -�—N Io - _ a 12°V.C.P. SEWER _ YP) - W M W o.-P.P. 212270 - - - - - - �S W. 4✓ [WlA.{`�- -f^�--{`�cy (�i - --µ- - NP.-�-- 218.46' fi H. 330, ( _'v b �a.✓ �w �e..� w IT \ �•Weir Box 275.88' 54.12' 165 P.P.212266' / / G.T.17568 8"Stub'C � 0iO4'18" _ Weir Boz 6 P.P.212268 P.P.212267 O6 ~ O P.P.212269 0It- I O OrO DEFL. �0°04 18" G.T.17567 110.01' I OEFL.� O rFp h' % F ,t O G.T.17569 ~ F- ~ G.T.17570 iD h' F- F- R=20' N _ W ao Ok ,r,. OI Lv bX �' to Oa) f�0'S a '�jk�V In ~ 0 In + ap` �' N ro + f+ t+0 + +aD + )' + t00 In +' 5 w N n_ a M + ci o Z= aU a+D N _W I =W XOO Ok I.. Q y AS ILL 50 _ DATE BY SCALE 1 Z40' CITY OF ELSINORE SANITARY SEWERS IN BENCH MARK A5 R I V E R S I D E S T R E E T B.M. U.S.G.S.#H-17 Rice St.near Riverside St. ( W/O WASHINGTON STREET) w4 r Elev.1278.58 RECOMMENDED STA.O+OO 1O STA.IZ+OO O SEWER ASSESSMENT i CHECKED DISTRICT NO. I w4 Revision No.I 9-21-70 T'S' LAMPMAN AND ASSOCIATES e! N SHEET DESIGNED MUNICIPAL PLANNING AND N.W.T. ENGINEERING ICON SULTANTS " DRAWN K.W. 10 OF 50 II �L- DESIGN ENGINEER R.. _*f . l05 r M 1 r; .._ g 0) c # Grade F6'E10 St {. - ui 12-80 _.. . . _ _ _ _ _. m --- -. f280 1 3..G o2D7 10" 'Techite Pressure 0nn 4 .06 00 0. 040e/ 0. 40% - - C F 2�FlB"V.C.P. J•2 j F� -I2Ta oo�� 2FX©/s 1\54q 6 ba 12 O.4 0 k Oo o"g as39 i t y o vc \rybgXv9. 2s3�a 12"V.C.P. I ! If t I I -A 1-4260 T r � 4 ` zi SCALE Vert_ J 4 #'I 30000' 350.00' 350,00' 381 .Do' 321:.33' Li 25 24 23 22 21 20 19 18 17 16 15 14 13 12 6 0' 30' 30, m� NL 1 F V 2W O 0� m F-. Nm ~ ~ F ~ n N i0 u0i. u0i F- F- 'O 0 W n + }N ~ In Go QD cli Of rn N rn + �+ in o o h O N h N umi OD ti N In •m MV" CM +' ++ O O +N +rq + + + + + + + 1 + + + N NV N N NN N N �� - aD ti cD N u] R R I M N N 388 198, 150 Exist.Curb Only 114' 50' 50' 50' 50' 63.20' I16' 45' 50' 50' 4 G 4"G fi i W I ---- --- ------- „ --------- - 6W ' 3 G i - - _ - -- - --_- - --- - - _ _ - - - - ---- -y'S+ / M 6w 3G -- -N-- - - - -_-3G� 6"W- - - - - _ - - -- - --_ - 3„G� ° N + R/ ERS/DE 6'TEES ,aschown E.P.J N � +6"H.L.Typ. NE STREET ro 8 V.C.P. S ERA .m 1 V.C.P. SE R 12 V.C.P. SEWER E.P. _ — 17) _ 110� _ — - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - "' - ----- - - - - - --- - ------ -- - ---- �� JO"Techite Pressure Lined W Steal -- -N �w �,�rJ , `-...� `,� j ? Ro of Poles 0-�3, 22727571 W- 660.66 283.89, 142.30' 2�xoel/+ OnR/W.Line 128.04 40' CH.L.'s 101.75 20 G.V.s 60.88' 120.8T 40' N Guy 9 Anchor f GT 17572 0 O ~O 9 hi0 F- (TYP.) OO �. ,n f 0 . ofx �! h m f F- F- H u)w u)ti 'r "m'io 0 a, a+ 14 . �- a, F D rn O^ O 0N 8 O N R f- O% �' 0, NVm rn O U) i0 rn ,0 O� ui� ArO m # 0.6 O � +- + }} + n. + Curve Pressure Line into M H. N v r- OD in in cu o �'$/4' Do o m F- IT V M N * 0 + + + + + + +m W\� _ +O + N O W F (A N— N N N N N 0� DD h U) (D In Ul- V_ 3 N— N _ Z N + Q N W h J P u 2 2 W N F m J J A J r �)AF,-11 Curve Data a J r 1 A=14"26'14" m R=190' 25 25' ~ L=47.88' m 5 0' - SCALE � i"= 40' CITY OF ELSINORE SANITARY SEWERS BENCH MARK A 6 IN Chis."o"on N.curb at W.end of R I V ER S I D E S T R E ET East drive "Aloha Marine" (W/0 WASHINGTON STREET) y EIev.1280.16 STA.12+00 to STA.25+00 0 RECOMMENDED SEWER ASSESSMENT i +I 1 DISTRICT NO. I ' V Revision No.I 9-21-70 '� }1 y CHECKED eO T.S. LAMPMAN AND ASSOCIATES SHEET - DESIGNED MUNICIPAL PLANNING AND N.WT ENGINEERING 7CgNSULTANTS OhIL BY DRAWN �1/__. I I OF 50 K.W. f DESIGN ENGINEER 6308 00-R. 66 1 , r I . i ., I ,. ... }I { cli r i, : I I2$0 I � ._.___.. .___.__ r �_. _._ ._._._ _ _ _..-._ __.____ ____ _. 5 _._�_ __ �e_�.o _ N 128E3 r , , f 4f _.. :. ai - Ground 16'E/0 St. E .. N + ' a + N Do k I 3�`., a�o, L 0.409e 06 . }-; �+�*Tr 10•Too Pressure Line - Close 100 psi 2�A o0 � I J o {270 -- -=--, - _ 0.401/. 270 _ 0.40% e V.c. . „ P V.C.P. 00 I t i 0.4 0 o 0 40/ 4. 126E Iz"v:c.P _ 2 F _ A 12" V.C.P. ... . \� SCALE Horiz. I'=40 Vert. .1' a B' 350.00' 350:00' 350-00' 262,55' ,1 300:00' 37 36 35 34 33 32 31 30 29 28 27 26 25 6 0' 30' 30' Z E t Q (N +O ~ ~ F O r 0 � O O e) O O in In ID r- In w) 1- IO+� N 1) 1- O N a �I y y �0 M aM1 m M ej + ID Cl)N 1.(}� In M to In 1n M ICI In of � I I N ,tl, N N+ N at N N N (N I I 8"V.C.P. SEWER 693' I 1T1 100' 370' - 4'G 4 G 4G dG _ _ -_ __ apW___ ___ _ __ _ __-________ _ - -IOdIN _ -__ - _ __-_--_ - -_____- N E.P. 6..Tees_ T TEES Nct 12"V_C.. Sewer b mVERS yp. - E.P. ao ar o - ------=- ----- - - ------ ----- ------ - - - - - - - - - - - -- - - - - - -- - - -- -- --- - --- - --- - - --- --- - -- - --- --- - - --- --- - o a P.P.Line P.P.Line 10"Techite Pressure Line l- W i�l f¢Io��W Steel „+� 0a 12"V.C.P. SEWER F F95' 12"V.C.P. SEWER I 660.66' 3, N= 37' Water Riser 0 ~O O N+ 9 a O O 2. a F H 2~ o x0 ~ �� r' °= u ur F- In PUMP STATION NO. n Do �9 kii a a1 a In a1 N N :0 a 'l bb M Lo r- ,yM ,n.� N N-6 p ,�? Qe 1�n sea Sheet No.39 h r= xn' `t' O rwi w p t• U) a M n N + + %0 'C1 + n r Do + N ti� !�` f� t}D h to W en to In M In— M fn— In In ti`O�pQ In T Fn♦i In e4 N (V (V Q =w :1 J r1 J r In a N�4p N I r�rlfl A U W F N Q DATE BY CITY OF ELSINORE SCALE 1"= 40' SANITARY SEWERS BENCH MARKA6 IN Chis."o"on N.curb at W.end of R A V E R S I D E S T R E E T East drive "Aloha Marine' (W/O WASHINGTON STREET 1 Elev.1280.16 STA.25+00 to STA.37+50 0 RECOMMENDED SEWER ASSESSMENT Revision No.l 9.21-70 CHECKED DISTRICT NO. 1 V T.S. LAMPMAN AND ASSOCIATES O SHEET DESIGNED MUNICIPAL PLANNING AND N.W.T. ENGINEERING CONSULTANTS DRAWN zol/� 7/1S/7o' 12 OF 50 K.W. D SIGN ENGINEER+++ R.CIE,15308 f� e6I 7 I .. .. I _ j.... Go _ to �� t.., -t'. �. Ground 16 E/0 St. E _. + o R o v v L )_ av + 70. -..,_ _..__. _ _.. -- - -r - -- -- - - ---- _ _. _ _ _ _ _ - — _ _ . . .. Ow 20% 0.2046, ..�..��r F r .. .. 8``Techite-'Pressure t e—Class IOO psi 0.40% 0:.40% Sp'GS I 0.40% 8"V.C.P. ti+'a a o< 12"V.C.P. +2sQ - — 8"V.C.P. r<. 0.409: IiO a 4c F fl°V.C.P. �ti ra u <. i. �JA ,�u i } I y 1 +250 _ ...__.. _.._..__ _. __�. _ _ --- , SCALE r r Horiz Vert. Iu-44' 350-oo 350.00 350.00 350.00" li 7 _ ..._... 45 44 43 42 41 40 39 38 I Curve Data A=11°46'39" R=190' L=39.06' 9 U H U ~ F o I- w O m o r ~ iD ~ 1D - H H !n '� IUn, H- F- t` N t0 Ill N 01 In _U ~UD _ N of T + + + + IT r IO w+ N O o a+ N 7 OJ W of N ul IN- IT at O OJ a N u) V N �'N 0� N N + O + 01 or + n In V v Q V IT IT '� 0' V' d' O V V' Nb v V v R V o NI In In M 660' ,,Curb only It .B.M.7 4 0 3 _ 132' 198' 132' 165 4G f __ __ 10 W _ _ 7' K)"W_ 10 I Oar W 4 G "G- --. _N .N - -- _ --- —- -8'V.C.P. SEWER.P/ 8'V.C.P.SEWER IB' C.M P ---- ICf'VV 10 W .P V N 8"V.C.P. SEWER _ "VC.P. SEWER 41 - R d 0 V __- -E.P \6"Tees(TYP1/ 0 144.72 144.72 200' 179' 116' 120' 375 885' ACK -Ia m u) A. W M. p, + o h- �9. a F Ap �`�Fv F, F- ,yor Curve Pressure Line to loin M.H D o x �' m o t _ F- + F. I- I- In p1�' v- 0�'' ,� uoi t- 8"Techite Pressure Line n px J Qe U o i r r✓Ion '^ 0 n o a, M va F 8"Techite Pressure Line _ * t h F- a �j n n �J �r� J r x a } + + + +o e? T a• + r- * I+ H m �oQ + v I'_ z`n . F V i0 V co C R(a V 7 a r[1 V N N O \� O N ODD I-r1 f+D aj in C11 'a x w In a ILT � z rn Curve Pressure Line to + fit offset in alignment IT J WAS IB U W. =N ' U ..z ilnre __�Y _� 77, Curve Data Both Curves A=II°46'39" SCALE 1"= 40' R=190' CITY OF ELSINORE L=39.06' SANITARY SEWERS IN BENCH MARK A7 R I V E R S I D E S T R E E T T.B.M.on N. curb "o" TIC (W/0 WASHINGTON STREET) O at E. end drive. STA.37+50 to STA.50+50 E lev. 1270.85 RECOMMENDED SEWER ASSESSMENT i CHECKED DISTRICT NO. I O) TS. LAMPMAN AND ASSOCIATES to SHEET DESIGNED MUNICIPAL PLANNING AND N.W.T. E N G I N E E RINS ONSULTANTS DRAWN 71,,,l 13 ot"50 K.W. D�SIGN ENGINEER R CP -e. G8 1 _ t ( { l' .., .. 1 , 33 t f I , co + }` 7 12?El {— . E:In - - Ground 16' E/0 S�. t ... .. , II .I, k. .1. t W 0.20% '.Techite:. 0 n�er./-e ass lore om t... 1 I 1260 -1 _. _ — 1260 f 8'V.C.P o I 10 V.C.P. ` 0.4 0% s,>X .. .'..t..- Sg9a 6Xia 10' V.C.P. '. 0. 40%`... O� , _..._f , �6\ka�' d�9 S' _ i .. I. i i.- \99\•. :.6?�i y....; 0"V.-C.(. X,y F..... �_. .. 'Q10 V.C.P. p t l .:... :. is S(T^ALE; Horiz. 1"s 401 j Vert. 1" 4' ° _.f, r . I . ...i 350.00' 35.0.00 350.00 }. 350.00, 350.00- ) i I I I 63 62 61 60 59 58 57 56 55 54 53 52 51 50 I 0 M N I- ° y 9 M F- + o + F- ro to n ~ ~ lO F- /- F- = 00 N O N ti N rr F_ O a1 4 O a, H N a o v Go a m o, N a o .e cv + O O 0, a+D ti \ to ,! Q � IInn In In 0 O a m a ,D m 0 In N I \ry In In In n m �a 600, I 60' ry 660' 4•� Id'W 6 10"W Id 9 6 ''IIV 0 E.P. "TEE S,every 75' E.P. •0 1Q fi'Tees -N -N (Ty p.) "NN -,n SEWER •, -----=— B"Taehite� �� r° -•Pressure Lines - 250' 260.42' B.M. --_ 572.58' �— 150' 14 .72' B.M.8 a Exist Curb! 10,,C.P. SEWER to"V.C.P SEWER - °� D' a e, 0 o a 9' r 10"V.C.P. SEWER f. H 10"V.C.P. SEWER 1a n p �' in f• H O h��" In ^3°,U•. a, F= In x a. 'r' F_ O xm a p IMp m tG In ^D.Z.. t-- O In 'n ti' G' N rn - a ID- eD t• In O �o - n M , a1.` N \ww `�. m m CD V M1 ti6 R O m h O O N O N h �0 Q Q In }O N rp C' + + + F + \ ry + + + }O + + + 4• f (�I 01 N ry U7 m N R_ fn In N Y J. Ir? + N N N= m m lD cD •O m In In In In L0 In In In N In ,n 7 In w = _ " N R Jr��r�J�\l��l r R r r��\iJ = W w m .�r�JJJ 1�.::� PUMP STATION N0.4 w y see Sheet No.39 c=i M.H Stub Installed in a a Case of Pressure System. s �r� SCALE 1 40' CITY OF ELSINORE SANITARY SEWERS t _ IN BENCH MARK•B R I V E R S I D E S T R E ET T.B.M. "o"on TC (W/O WASHINGTON STREET) (Sta. 58+65t) STA.50+50 to STA.63+00 C ~ Elev. 1266-80 t �• RECOMMENDED SEWER ASSESSMENT G CHECKED DISTRICT NO. I —+ T.S. LAMPMAN AND ASSOCIATES SHEET DESIGNED MUNICIPAL PLANNING AND Aatt BY N.W.T. ENGINEERING C SULTANTS �A����// 14 OF 50 DRAWN ;& 9- 2— 7//J�7e K.W. I DMIN 'ENGINEER R E 15308 P•?9• 6.9 It - - --- _-_.-._. r m _ I 1 Ground 20, E/O St. E W co + c + C r m I - --_.._ `F270 IO"y.C.P _ t I I I L ] I f 260 1 og 10" V.G.P. 0. 0eI- a ga 6C<� IV,V.C-R _ 9 0.40% Y a V:C.P. Y CO Jack 18"Stl. Casillq x° Badcfill Ceainq witH SaM �'69 �. (IncWae itb V.f.P bid Mere i -�.;r ?, :. -42-50 , I - SCALE I . r [ 1.. k. I Vert. I ,: 4 i 4¢.64' ! 350 00' 350.00' 350,-00 350.00' 76 75 74 73 72 71 70 69 68 67 66 65 64 63 et F F Fv F 0 F 0 os F F F 0_ 0 0 0 O p p o In w n " I- F In n o U + + + + I '+ 0) ti N to U7 Ul V M M r a ti N- r — ro m m m y D D m w m a cD r 71 4.59' 736.05' 74.25 �. j W 4'G 10 W ,fG 10 6 10 W _ -� - - - - �5 - E.P.J 6��TEES. E.P.Defl. d 2' 0 _N 6°Tees(TYP.) O1 Exist.12 x 5'B.C. N - _ - O t 6"H.L. I I C.B. n Curb T 0 B.M.10 -P .II 10 V.C.P. SEWER Exist. Curb ?t I 10"V.C.P. SEWED, 250' Exist. CC� 2S0' B.M.9 — F p F �� 10"V.C.P. SEWER 10"V.C.P. SEWER -tv O++ x d`' t.. 02 ,E`'F_ t26�26 I 731.20' F- F 0 F= oia " F F p �)°- to F F F 1\x m �_ In 0 �` Ipn, m F F m X F m On ++ 'D to m ct M to 7 0 GD to cu (� 6 �" N O V. Dr O ba�,. m O O tD N V' r� O N F In m w O N DO F p N F l0 m ~ II}III + + + m + o }} + + v) 03 + + v) + + a a N O m O m N W N ti t` F ti r tD t` r— to ID U) 0 (O ID to ID U) to ~ F 2 U = W -I W U = N f U DATE BY CITY OF ELSINORE SCALE 1"= 40' SANITARY SEWERS IN BENCH MARKS •9 R I V E R S I D E S T R E ET TEI.M."O"OnTC(Sta.64+05±) ( W/O WASHINGTON STREET) V Elev.126742 ♦i0 STA.63+00 to STA.76+00 O T.B.M."o"on TIC(Sta.70tO5t) RECOMMENDED SEWER ASSESSMENT Elev.1270.53 ..► T.B.M."13"onTC(Sta.75+70±) CHECKED DISTRICT NO. 1 (3) EIev.1276.57 T.S. LAMPMAN AND ASSOCIATES SHEET y DESIGNED MUNICIPAL PLANNING AND N.W.T. ENGINEERING CONSULTANTS DRAWN 7/S/7. 15 OF 50 K.W. DESIGN ENGINEER PR 15308 CI `R. 70 ...1.., ,. --- - -- ... - k r I 1 rm } -.. t .... .,_. ....., , t r Y d 20'E/O St. t In - -05 Do M - 3 F + - _ }ff a CID ' , I r F i k I 1 r __ _... V .4@°Xs - p u, _ a t0 4L�a C. _ { . ): ! @ _ ---- _ - FT It-- 'i, I ... , L-- - - .-._... SCALE' } - ra -_, +f Iz: I 48 t ,. , � t 2fis5231 r.. ,._ a_.:. ., , d 34.6T :-:. - 250. ... - 86 85 84 83 82 81- 80 !79 -78 77 76 40' 4 NOTE; I. Ground water may be encountered during r excavation see logs of borings sht. no.45Wandsoils report dated 5-4-70 preparedby Hildenbrandt & Assoc. _2. Contractor shall not construct tees on the 0) I F uQ H F- m Ki m M wt'Jy side of Riverside Street.between ciO4 Sta.82+00 to Sta.86+00. D cli~ v + m + n ' cli+ C+D N t0 B.M.12{ O+ Do r 3: 687 25' m r-- 714.59' Ix Ise -------- b O �, _ —— E.P. 2°I.P.w/NAIL 2• - - - O� VACATED ' \ 1y O r'aN IOe V.C.P. SEWER A �� \� P•@ p_ 10 V.C.P. -- \\ 207.45' 5a \ \ �• 270't Exist. Curb, 6*00 2• v \\ \\SFF. sy /.�j Nam. ,, ¢o t,side+o ,o0 550 6n+Y� �0 10 + , \\ \\\30 tram Sto.82 ~O 0� Do + a x ��k SEWER ti NN \ // .1 G9. 78+86.58 TO 81+36.58 10 w w \\ �� i/ \oy 'S �Z•r A = 21e 13'14" �H I R = 675' + L = 250.00' rA F + ILT f SEWER 81+36:58 TO 83+71.25 7[�7/. ,� - \\ \� 'ram A = 19 e 55'09" LATE BY PKBW / R = 675lp ' lo L = 234.67' SCALE 1"= 40' CITY OF ELSINORE 1 / FULL CURVE DATA f STREET SANITARY SEWERS A = 90"46'08" IN / 4 _N R = 700' R I V E R S I D E S T R E ET p \O� _ L = 1108.95' _ / / My T = 709.46 BENCH MARKAl2 (W/O WASHINGTON STREET)Izz O Ck: sT�y // /� cos. f SEWER B.M. on top of headwall at STA.76+00 to STA.85+50 A = 90e46'08" RECOMMENDED SEWER ASSESSMENT i SEWER Riverside St. and Grand Ave. 83+71.25 TO 86+36.48 R = 675' Elev.1297.11 , A = 22"30.48 L = 1069.55 CHECKED DISTRICT N0. I 0) R = 675 T = 684.12 T S. LAMPMAN AND ASSOCIATES SHEET L = 265.23' DESIGNED MUNICIPAL PLANNING AND OS, N.W.T. ENGINEERING CONSULTANTSI `�f x DRAWN /f� ���//� 16 OF 50 K"W. D STUN ENGINEER 15305 1 a f, t I 1 I L C A I 1 ZD- _ v 0 Grade 16'E/O St.(Lin f O t rn ! + CID UD In .._Z. 0 U - i P r ( I I — F� - .o I 6"Chimneys(Tylp p.) - 'I 1 b N _io •:� 0.24:/° 0 I 0 I V u u yam`b'39� : m r -- 10" _ hh 10"VCP 0.24/, o.Q 10"VC.P. v � h o 10"V.C.R N �Q SCALE h a 0.40% Hori4 1'_'40' . yhx �ti M o \a Q �` ,°�� \ti1 e�� ��9M �9 rye y 10" V.C.P. 0.40�% Vert. I'= 4 xh^ . 33 2 1Q„ .0 �.. M 253.00' 198.25s 316.63.1 - 233.69 319.45' 6 97 __ 96 95 94 93 9r-4O' 91 90 89 88 87 86 6 0' 6 , 30 30' 30'I5't10"C.I.UnderCulvert coC a E E E uSta.97+50Y v W a ( u u u f ` 6 F u -u7 I,. I- !+1 CP 41 H U1 F F F- 1- O l4i " 0 1= LO ,�N o D rn c{1 41 a ai N r 0) 1 o 0 m �x o 43 L.F.of 10"V.C.P. Z ti + O o c+D vl + + 0) + _ + N �.OD n = Goo + +o m of 24 16 (� O U)N W) l�\ I� V 7 In rn W) N) N N h + + O O a+l N a, y 3 ik4 A ON P(D o)N a, y m m m a, m a, m o, Q co m m m 0 ao N J5r z' E -' r B.M.13 �0 U a h 43' 50' 50' 42.63' I 48.47' 30 30, 30' 30' 30' 30' 35' 35' 30� 30� 30' 134.53' N 118' 30.3 r0 111.7' 394.53' L At IL 5 W 5' 6 6 0 7 4t,5 0 3-55'30° 5 _-_- 91°05' fi' Tees "H.L. C 6' R.6j5. -- - - - - - - - - - - ---- - -- - -- - - - ---- -- VACATED 9O° GRAND °° 8'Stub I 8"Stub - -- - - ---- - AVENUE 9619, m - - 314.87' _ - I 0 F a'G \` W yr 0 2 6 47G 6 p + 60 60 167.07 552'S 10"V.C.P.SEWER 10"V.C.P. SEWER 10"V.C.P. SEWER-- 10"V.C.P. SEWER refs \\ 0 I ,' b 0 Z m Qh Y v0i F F !- 0 6\9 �Oi,, w � an rn N x 16 r a, to O u' � t- 7 09X 'r. DD + M rp =W r O I ,n In R tGo o ri ai cv + o m me SEWER a, a, a, a, pr rp FULL CURVE DATA 86+36.48 TO 89+55.93 \ xo U W y STREET A v 27° 06' 571. '\ry A = 90°46'08" R = 675' ova 0x R = 700' L = 319.45 L = 110 8.95' µ' a"��.a 85+87T T = 709.46 1 rt SEWERco 83+71.25 TO 86-F36.48 ,lP --- � SEWER = 90°46'08" A 22°30'48" SCALE I"= 40' R = 675' R = 675' -� L = 1069.35' L = 265.2 T = 684.12' CITY OF ELSINORE SANITARY SEWERS IN BENCH MARKA13 G R A N D AVENUE T.B.M. Spk.on P.P. V (Sta.91+50i) STA.85+50 to STA.98+00 Elev.1296.36 RECOMMENDED I CHECKED SEWER ASSESSMENT �yy 4" REVISIONS DISTRICT NO. I i N` NO, DATE J Q 9-15-70 T'S. LAMPMAN AND ASSOCIATES SHEET 1 N .. 7/7-- DESIGNED MUNICIPAL PLANNING AND DATE BY NWT ENGINEERING /C O�SULTANTS DRAWN K w �/��i, '6'� 7ZS�7c 17 OF 50 D IGN ENGINEER R.C.E.15308 CP-i9. 72 -- ........-- -- — -.._.__.... - _ _.._ - - _ - - 1 a r ( - - , 4- t - .. 0 .. ... O t r r g .Graft IV E/O St. �' T t .. .... } I p i v _ ' r i t r I - P t 1 r -'---• - - i fi A. 00 i .::- . ., .. q. .$•V.C:P. '...: .:.:,. 401 I -• '-:: ... . '...:... r _ - i \`��� - :moo. '.a.: � AO /l B v;C.P. f o o e = 1 9 ,,.,, o s 2 _: a.aa �_ 5 ti 5 v:: w o -- -- .. _. V C:P - 9 r 1 � 8 r: i r0. 0•40� - � �O �_ 7 t _ , . , �9x cos•s2 � � _ 1280' t o - I - i , t i 127^ ry+�q IT } 300.00' 1 1 t' SCALE 1. r 5.17 . 40 -W.43 253.00tan _ 3 5.00 . Vert k } 110 109 108 107 106 105 104 103 - 102 11 100 99 0 I 6 I 1 6 30' 30' u0i 30' 30 .rp �o v o o �� E: + v CD is In N= ~ p k ~0 0� 0 0 F- o F- ~o 0 W ci v W F- ~ u to - In In 0to W) t-clj m In o> F F 0> j (. O u0i• 0> r. rn m L2 a c0D CCDD M cD N h 0 aD io ti io N J � LO io . O N - -N O 0) '•A.C. CON O O O N a) T oN 660.15' 12' 235 4 5 50 50•P 50' - N 8'Stub W -o Ifi'H IsTYP� 5 -o °D 8K Stu Is E. O M m E.P. . . 6"Stub -- ----- - — ----i4W - -- gyp-- - - - - - --- - - y� M h eG G IZPG - G 2G r 120 " 168 96 144 118.28 I 100 I40' I 60' I 60 60'3043 V.C.P. SEWER "V.C.P. SWER _5 0 8 10 V.C.P. SEWER 10"V.C.P. SEWEI Wz� WO O O O t x W O H F F _ _ n_ �_ �a O r F H VuDV N It O R o— CDC m In M� NN NIn-� 0)�C C CO In toDU O~ Z m o O O O� O,� O' O� O� I O�By I O) o� I IMIN o+uT N- po O1 m CD_ DOOD =m Q m DATF BY 6 r 30' 30'j SCALE 40' CITY OF ELSINORE � I"= SANITARY SEWERS _ IN GRAND AVENUE BENCH MARKA13 V T.B.M. Spk. on P.P. (Sto 91+50:0 STA.98+00 to STA.110+00 0 See Sheet 17 RECOMMENDED SEWER ASSESSMENT L Elev. 1296.36 IREVISIONS NO. DATE CHECKED DISTRICT NO. 1 0) p 9-15-70 T.S. LAMPMAN AND ASSOCIATES SHEET DESIGNED MUNICIPAL PLANNING AND N.W.T. ''E��//N��GIN EE��R INGG�yyp-////�CON SULTANTS DRAWN // /9, ate: 7//9/,. 18 OF 50 K.W. D SI N ENGINEERR.C.EJ53(38 i'-�9. 73 .,.. r �. ..�.T—_ .... � 7,.7T` I I —I7­1F. E ; m p cm L u- — : :; I t :. •. i.-' f....',�... AID: .. .,t. � _ �: � .. !1310 ' fi _' x 1 + I i f _. , I :. .: .. , I 7-J7 -I I �, V _....._ t Grol a 16'€/0 St. 4 C) d 1 ? 1 o A o 36 \,+. y o I r � 0. O \•y0 91 P, g V E\9 y ,.._.. I r , ...:: , .L.'..j, } I x o CA. I ; 1 , _ k 7-7- 1300 s vt _ F _ 0cp t- - I o p y f 4290 .. :. �' 3 e„ ,5 SCALE o C.P. o� V. Horiz 1 40 , .j....._..,, ...,,,..__ I. .. I , i..-: ! I Vert. I° 4, I .._r_i _-_ t.,. . a° /�F� 8° V.C.P. _ '295 97 140.9T ' ! I . 25 �350.00' + i4�-� _ i f. d LL li _._ pp 122 121 120 119 - II8 117 116 115 114 113 112 III 110 80, it 40' 40' .i ,I N x o F- y O V U F v �• l p In _ N_ 41 In O Ir; F- F O O li N 0 F In o r cm n u) ~ U ' o N D, 0 o A + n N o r c O o I + D D, N + + o, o N N N R O,N (D+(\I O Z (D If V' M M N — o +' N —N 1 — — = O O F o 330 ± l B5± 165.15' 660.15' _ w 6•'Stub rn ..: 01D 8"Stub -- ---- - - - - - - - - E.P.T - - -- - - - - -- - - - -0 --=N - --- - ---- -- -- - - ---o - 0 P. - - - ----14W-3.- -------- -_-- --- - _^ N N ro ___----- --_� _ E. 4'G 4'G - , — one. Curb A B.M.14 / 30"High Conc.Wall 660 215 135 304.3 wm 8"V.C.P. SEWER //moo F- 8"V.C.P. SEWER 8"V.C.P. SEWER 8"V.C.P. SEWER — z— F w o e^ a~i 'O_^- �0 F_ In - a rOn io �o, - � J= 1 z N O'S' M O O O OD N N(D DI Dj," cu cO ,Fti a tD I D =N 7,r-: ary�• + + 0o 0 O OD + +In° + ,_° +° vn IMn'S + Fw 9 n� 00 r IDbO In N W N m y o O Q w S N 'f — — =In = In -u) g u =In = N — ) as uui �T r I S J JN J F?r JN AVA L �?. Jail 1 L I TA R Y A r A D r 1\/1 Y DATE BY .ti I SCALE 1" = 40' CITY OF ELSINORE SANITARY SEWERS IN GRAND AVE N U E S: O BENCH MARKA14 RECOMMENDED STA.110+00 to STA. 122+00 �+ I B.M.on curb (Stcl.111+27± Elev. 1294.81 SEWER ASSESSMENT .+ CHECKED DISTRICT NO. I T.S. LAMPMAN AND ASSOCIATES SHEET W DESIGNED MUNICIPAL PLANNING AND N.W.T. ENNGGGIINEEEERINGQ�CON_SULTAN_ TS c DRAWN //.!/ �i�4i/FI.... 7�/•5�7n 19 OF JO K.W. D SIGN ENGINEER R.C.E.15308 f'-/9. 7o i --- . _T___ -•_..__ ...__ _ __ — 7-_ -- t - -- - - -- . : 47, i r I 1 < - 7 N Grade 16 E/0 St. E o _ 0 0 i t O O i �y� x2 Qd Ccmt. .1. pressure Line 24 x s6� j. W h2Lia � :0 8 VCP a ' i _� 1.310� 1310 - 5t�r AQ� - a _ 8 �•C , p . s two ; ... _ - , 77 1300 - i i ' r 1 SCALE - - _ k , - Horiz. -1"=40' Vert. 1"= 4' _ 350;00' i ?40.80' 217. 28' 336.85' 350.00? 135 134 133 132 131 136 129 128 127 126 125 124 123 122 6 : 1 Carve Data A=13'10 25" R=190' L=43.69' In N In H H r 0 m n 0 In v H ►- N ��c � 0 0 v N a m c? O to In � N Q m 1� `aQ f` a on N ' N N N CIA N N ASSESSMENT DISTRICT BOUNDARY �ti �' COUNTY OF RIVERSIDE �L 42.5' aG a"G 4'G CITY OF ELSINORE 4 G 4"6 5_n 14 W 4 __ _ -_ __ - _ _ - -_ - _ - - _ -- --_ - - _ _ - _— _- - - - 14 - -- -- 14"W - - -.- - _ - _ - --_ - __-- - -__ ___--- - �_-- - _ - _- -- - _ - _ _ - - - -1*3457n M N -A" m ---- - - "V.C.P. SEWER 8"V.C.P. SEWER- ; p - - - - EES, very 75 F n -� fE.P. --- -- - --- --- ---- -- -- - -- -- v/ / N _ rr Thrust Block— r / W.V. (r f `-' ..J t Pt. I W.V 6"W I t �-c^/ `a..✓ ....�� AL B.M.15 132+64.70 I F.H 30 120 60 60 60 N 60 60 60f �n 60, C^ F- 660 F 0 6 A.C.P" "N 0 F H rr1 it 8 -� 6 L 6 N 6 m + + + aD + O�N� iu ( II` In In Q to C4 NN N N N N N N L2 y~ I 6 0 W > W r I l l�l J r�r 1�l r��lr�I �?- ��il 1 I 17A R Y AC A�r M Y z 6"Cement Lined C.I. w Pressure Line J o 1-m � Tyton Joint ^r W ? _ 6"Cement Lined y a A BUILT C.I.Pressure Line O{ 'o W Tyton Joint. lI� ; IAJ W \ Q u- } o DATE BY 1 t{ p o ~ SCALE � I"= 40' CITY OF ELSINORE 1 115 I 15 I 15 I IS' SANITARY SEWERS �� 10 O' 0 0' IN SEE SHT.34 SEE SHT.33 SEE SHT 32 SEE SHT 31 G R A N D A V E N U E .: c 1 c c O BENCH MARKIL" RECOMMENDED STA.122+�� to STA.135+0� i B.M. Chis.x on N.end SEWER ASSESSMENT REVISIONS of vault (Stal22+66t) NO. DATE CHECKED DISTRICT NO. I N Elev. 1313.14 9-15-70 TS• LAMPMAN AND ASSOCIATES SHEET DESIGNED MUNICIPAL PLANNING AND N.W.T. ENGINEERI D SONS IitTANTS DRAWN 7 U a 20 OF 50 x'W' DE IGN ENGINEER R. E15308 f'-�5'• 7-6 r_. } ; i 1. ' J. ri = JJ 1 1 1 y _ 1 i i � n0 � S -( t _. p M ... { .. ... ..L.. ,.._._. ;., ;._.:.' + ..!... I Grade t2'SWof � Street COm o � o a _ I i t I ° o I I i t I I I 4.. i f 7 - P 2 3 / S80V C P -i- u t : r:. j { ,... ..A. — , r ' + t ...:. i F t z i' ! r } J , '.: - w _ _ I t: f t I r _ 1260 F; I - 4 F r.:..., .. ..r .... :. : 1.......: :.... T„J .. 1 r. 4. t 40' 15s.'30' t3.70' I LI 4' I' Vert, - j _ f _.. , , mm 5 4 3 - ... 2 I. -0' 1 6 0' 30, 30' IQ a � t C.1 � > H F H N a V1 N N p u) O ti Oto N 24' V V N N Q + 100' 93, 150' 2„ Exist.Curb 150,IN r = I -o e"Stub S rR - RICE N M--- - - ----------- - -� -- - - -- ---- - - w EE w o Ex istinq Defl.*0°59'01' N 0. _ `o Povament 6'Tees __ 90 021 2� �^ 6"H.L. N _ � 0 es EE SHt. 'Vi5 �s/Y }. M P. .No.11452 --- —--- — 5 6*Stub— ----TEE \ u 17� 4 70' JEWER *4"Steel Water 267,20' Exist.Curb 7( 8' .C.P. 8'V.C.P. SEWER ADO ~ kV F- J15'Oi ai aID ¢0 OO 01 : + 4-0 c _ Q at m o 1,tk00 kU 18 = 7 t}II N — O- G` N w w 3r � N qQe�3 t 5 A24. I R630' DATA BY '—`-` Q Q kl z7.a' CITY OF ELSINORE 2.8' SCALE I"= 40' 25' SANITARY SEWERS IN R I C E STREET BENCH MARK �s 475' W/O RIVERSIDE STREET TO RIVERSIDE STREET C B.M. U.S.G.S. #H-17 Rice St. (tear Riverside St, RECOMMENDED SEWER ASSESSMENT Elev. 1278.58 CHECKED DISTRICT NO. I -L �Revislon No.l 9.21.70 T'S' LAMPMAN AND ASSOCIATES SHEET i DESIGNED MUNICIPAL PLANNING AND N.W.T. ENGINEERING D.Cp)LSllLTANTS/DRAWN ��/M ��LSl7a ZI OF 50 K.W. DE IGN NGINE ER R 15308 r _......_.__ _.,__.-. _.._.... -- , Do o i "mo u7. t:. 1 � i I 4. 7-7 -t - 1 J' N M ; , ..: .. .._�.1.:. r cli CD ! � 1 .. .. In Lo + .M 60 < Grade 12 S/O St.E + m r a f 1p 9 _ ... y12 I \e 71 _ W r mry� � S O v 0 u i ro $. - \O y� - \ry J� 6<r',9 0.32% �0\ \J � i Sou u a timJ,�b <i 0,32% 8" V.C.P. 0'y I ® 0°' e v 0/396 a 0.32"k �. I :V..t . r f R"V.C.P. \e ab 0.3 % 0.32° . . P - h -1260 g v y� --tii �__ _ �.{.. `rye 9� ry6\a ���6ti 9x -- ' 260 _Or xo o ; __ SCALE :: I r: 227::9.� 32,38 195.62i_ ._ 44.44 241.84' ;:;.ek 231.81 Vert.. 1" : 4' z. � - r , 1 0 1 2 3 4 5 6 7 8 9 10 II 12 4 4 p' _ . 20 q 0• 4 Construct Laterals at S=1% 0 20' 20 20 20' 30' EL SNORE READY MIX t 2q, h h W e 0 • hCo O v``O 3; Cry I- a0i O F- F; V 1. vOi ip h ip C" ^'o O n-° M h V rn rO C e' ^' m,.c c o7 O) P O, O° m m ^ N <�\, A'1 NOD P 7� a1 N a1 T �°9 o T O V o 9 3 0) Im-' i o +7 +io * +V• + + +` +ip'o •h +ro * + + +ib'- + + •47°° + 1 M C If) N I6' r. O faP4-0 m �Pa-a O h 8' w 50 too' 41. 7 47,83' 47.8 S 4T83, 47.44• 47.58 50 50 50 50, 50 50 50 50 50 50' 50 tqG 5 5• _z- - ------- - - - --- --- �- ----- -- ---- - --- ----- ---- ---- - ---- -- - - -- ---- - - ---- -- - - - --------- - - - - -- 6�- - ---- - - ---- - -------err- - -a "G CG 6 _ 4 G 4'G �f - E.P. SHT.E1 -lo -m 6°H.L�s 8 S 'ao _ Dbl."Y"on Chimney _ B"Stub _ _ m _ _ _ _ °1 m m _ _ b -�8"Slub t 8 Stubs ~- fiH.L. --8•Stub - - 64l 3"W 6" 6'�NL-3' "Steel Water 2q. 40.68' 33.56 40.67 25.37 25. 7 50.85 50.84• 50.85 50.84 SQ85 5' 5Q84 50B5 50,84 50.85 50,84 5Q85 50.84 50.85 5 50.84 50.85 50.84 712) 8"V. . .SEWE to, H' SEWER 5• 0 8"V.C.P. SE ER 5 8"V.C.P. SE ER Abandoned � 8°V.C.P. SE ER W = \ vco I 50.85 c5 hM y0 S 5 N M m O O rD ,yu\• 6qJ' c- O: F• xr° GE O� N 1- Oa h F- oi`•J O_ 'n 1- - r N In h r, x x Cr u O h 0 O P �.._ G' io h b x G.ti is x ut O o i° m IS' r6• M O Im o-o ti ti �. O o _^o h uio hx ) 7 m a c �. ONi ^c rn O 9 V.m•- M �'•- m p- _ O 'B � NN \ M� M N° L0 N N ^N N O O N N h,� h (a- tp D) Ol Q vN A'iT a 4r 41 Q iu y; DATF Dv 8 Water (O 0' 40' 20. 20' 20 CITY OF ELSINORE o, 2p, 20, 2d { 4 40 SANITARY SEWERS LAKESH0REN DRIVE SCALE j J 1"=40' ~ BENCH MARK •s / ( STA.0+00 to STA.12+00 a O RECOMMENDED SEWER ASSESSMENT o B.M. U.S.G.S. aH-17 Rice 3 St.near Riverside St. DISTRICT N0. I -L EIeV.127$.58 Of Revision No.l 9-21-70 CHECKED T S LAMPMAN AND ASSOCIATES SHEET O DESIGNED MUNICIPAL PLANNING AND , N.W.T. ENGINEERING CONSULTANTS DRAWN K.W .�� _ 7/rs/tea 22 OF 50 . - ' DESIGN ENGINEER CP-R. 77 1 ' .. 1 i ffr j o- • r cli A. ;. I280_ i Grade 12'S/0 St. io - � � L I I W _ 01 1. # . = 1 I _. t i - .. 1 Ka?s 1 oo4e3 0.32% 8' V.C.P. �\ 0. 32% 6 j 8"V.C:Pr 8"V C.P 0 _._.. __.-- - SCALE Horiz. 1"=40' Vert _ _ 231.81 ' 350.00' 00... 323.87' I 1 I; I 12 13 14 15 16 17 18 19 20 .21 Construct Laterals At S= I 0 +N N N Q_ + F — N y V W N iw N a y s M (aLw la O O + M O(a50 42.54 10o'3 IOo'2 N cy O 7 0't '-- - - -- ---- -- - - -- --- --- 6°TEES, every 75' _ I -m _ _ - 6G 4 G - - - - - 6,G --- --- --Q- O --N -- - -- --_ _ _ — - __ E.P. _ - _ _ — _ _ - - __—_ - _ _ - --_ _ - m _le N N *6W 3'1N 6°Tees - - - - - - - - _ - - - - - - - - - - - - - - - - — - - - Steel 15' 50.84 50.32 100S 1 1 eE 125'2 SOt 25± I Abnd. 8"V.C.P. SEWER f, 600'L OO I ck O ti 6"V.C.P. SEWER b' 'n ,� O 6"V.C.P. SEWER� cli aa) \yx�? o ya, m 1' 2ro°' 0 0 N W T Q �E- S� Q „,..RATE O � 20' 20 CITY OF ELSINORE 4 0, SANITARY SEWERS IN LA K E S H 0 R E D R I V E SCALE � � 1"= 40' BENCH MARK A,G C T.B.M. spk.on pole#1794 on STA.12f00 to STA.21t00 I E.side Lakeshore Dr. Elev.1272.13 RECOMMENDED SEWER ASSESSMENT j CHECKED DISTRICT NO. I - N Revision:No.1 9- 22-70 LAMPMAN AND ASSOCIATES SHEET DESIGNED MUNICIPAL PLANNING AND N.W.T. ENGINEERING CONSULTANTS DRAWN 23 OF 50 K'W D SIGN ENGINEER R.C.E.5308 CP 7-t9° 18 i I _ i O i { N > 2'S/O St. E Grode 1 c 2 _— - 1280 /Al-l -A } I a t 1 N: L N i I _ ., � ... f , { 0.32% I. C. 0.32% 8' V.C.P. _ 0.32% y OKS Gn_ " O B 8.,V.C.P: e" V.C.P. I I `ge0o° �0 ��0x » .... u1260 I :. 208.34' 'O,.C. ... . j:..- SCAI, I , r - I Hori z. t"°40' i _ Vert. 4.2 q'_ _ I 323.87' 349.10' 231.'33' �. 21 22 23 24 25 26 27 28 29 30 i Construct Laterals at S= 1 O F F O O a' F u� n M ui 0 O—? + + t �' _ + 6 to N N cli to N bbY 17N O 750•f �4�v • ryP 94.14 I- SEWER CURVE DATA QD STA.29+50.00 to 30+80.00 a n 100.5�� � O / STA.28+31.33 to 29+50.00 4G — -- N Nj h p=7°19'00" a co O p= 6°40'45� R= 1018.00' -- - -- - --- - - -- - --- - 1 100.5' (D 40 R= 1018.00' CV L= 11 8.6 7' L= 130.00' * O lO EP, 100.5'! N ai D F 600't 6 �.�� 6..NL _ m F o B,V.C.P. SEWER m F 375.t _ _ 34.>9• N + M + O,yO O Q� 8„V.C.P. SEWER 6'TEES �_ `_ _ 34.79' CO N O N F ~ _ Nd M ti10 p? 6 a0 LO F _ _ _ ASSESS N N + ci /- _ b - T DISTRICT BOUNDARY 00 N m z o N N M' oa 000 ~� � k60 N= a f I �'6xlt�,~ e,V'CP.SEWER F In D 310'r / "N a SEWER CURVE DATA N \j -- - _ N h/ i O p=Iz°oz'oli' *rJr t R=992' N J� //. f' 2"Cofer in - L=200.34 I \�cV 4 Csq. N cD m Jam* rt 150't M N m r N== "Ell? ro ro to 50' c 50. 1 40' to DATE BY _ N -r11 II N N O C I CITY OF ELSINORE SANITARY SEWERS IN �17 LAKESHORE DRIVE SCALE ` I = 40' BENCH MARK 0 B.M. U.S.G.S.4R-316 STA 21+00 to STA.30+60 Q (Sta. 24+00±). RECOMMENDED SEWER ASSESSMENT E lev.1280.76 CHECKED DISTRICT NO. I * T.S. LAMPMAN AND ASSOCIATES N SHEET (� Revision No.I 9.22.70 DESIGNED MUNICIPAL PLANNING AND N.W.T. ENGINEERING GI / /7/��COON SULTANTS E DRAWN 24 OF 50 K.W. DLeSIdN ENGINEER CP-R. 79 A , , r E- : i , .. _ _. T. o _. urfaet 12'_SLO St_:2 290 i r _ 1 — L b i 1 a f s Cci i.' o o 1280 I �_� .._. .....:,___"__. - " /9A , r " V.C P . ..... { i r _ 1 _ i r a F� "�•Y6 CI , f 7. gol- : r t { 1 :ry 2 a 1 F 9Ei14E:; i.. 4. 271 H.arlx. f"',40 350.00" ' 350.00' f 1 . Peet. 1" 4 L...: � - r 4. i _ r 5 4 3 2 I 0 �i4j ) 0 o r- rn O 1 0 I h I w ~ r_ 16 N I O o O ~ I DD r lD r rn IT -J M ( N N + 10d loo' 100 100 100' 7 ' 25, loo, 1 20' 0It --- -- - — ------- -- - - -- --- - - - - - -- - -- -- - — — E. M N 6' Tees TEES,every 73' --- - -- - - N.GT L�-p-�--� 3 E.P. _ . 8"V_ C.P.9E ER "V.C.P SEWER W fi'Tees— 8"V.C.P. SEWER 6 W WNW W \ 1 100' 100' 100' 100 100 100' 100' 120' y� Op ~o z F O w xp0' F N O 0 H I 12r 0 l Z' m v Ni v 0 co ++ + + + + + + 0 a �, 41 O r- O ± BUILT SN I, I 1 N Fy W Z N J 14 I x -DATE V 30 30' a f CITY OF ELSINORE SANITARY SEWERS SCALE I" = 40' IN J 0 Y A V E N U E BENCH MARK ♦,e STA. 0+00 to STA. 9+oo V T.B.M. N.E T. f Riverside Q y RECOMMENDED SEWER ASSESSMENT � St. & Jo Ave. Elev.1278.50 CHECKED DISTRICT NO. 1 ► T.S. LAMPMAN AND ASSOCIATES ul DESIGNED MUNICIPAL PLANNING AND SHEET _ V ^- N.W.T. EE N GG II N E E�RING CON SULTANTS DRAWN K.W. _//�/ 7�S�7o 25 OF 50 1 D�GN NGINI� EER S yo`Re'. - , f a iQ 1 a ... _ .. - .z rt t i l 1305 - -- -- -..,_ o 1--. - k Surf =SdA'a,-E. I , 1 I 1 f o , 1 i 7.60 • 1 f 1 s i 12,95 — -. .— - i 3 ` : 3 i R 9a I --1285 �. t 1 C38 O.C. 4. _ ...S. {4.G _ ' } _2 i ._�, r - { Hu i,... _i....;.a wt • : _341.38 a 1 e ` 2 18 17 16 15 14 13 12 11 10 9 — + O T O N - OS a 54.94 100' Io0' 8" V.C.P. SEWER —15 j;ll - s"Toes-" _I S• 530 / sh.Wn a TEES as 54.94' 100 100 a F ec // .N" .Le 237.57' 0 8"V.C.P.SEWE'R ~O > In W m N / /� 'To - a~' V y0' 104 In � +IT - + C,h g35.0T �/ N o m +N 192.91 R.=470 L s0Y N 01 0AS BUILT ax - 9q 1� SEWER CURVE DATA w -o P'g� C=28"57'39 z TEES evarYlS' 7 ..._.-Z/iL„ ¢.�.t.v. R=484' -c _ _ - - DATE BY -- _— _—_- --—— --__—_ _ — -— — A 52 �0' L=244.64 �x M T=125.00' f 192.85 "V.C.P. SEWER R_\530 SEWER CURVE DATA \ CITY OF ELSINORE oiR F I- UDD A=29-01 22' C) x0.� �, N R=516' SANITARY SEWERS m �^ L= 261.3e SCALE 1" 40' IN r- - T= 133.5fi J 0 Y A V E N U E NQ V N� BENCH MARK Ale STA. 9 +00 to STA 18+00 O W= T.B.M. N.E T. f Riverside / RECOMMENDED SEWER ASSESSMENT N� St.and Joy Ave. �y EIev. 1278.50 CHECKED DISTRICT NO. I U T.S. LAMPMAN AND ASSOCIATES SHEET DESIGNED MUNICIPAL PLANNING AND N.W.T. ENGINEERING CONSULTANTS DRAWN K.W. 71,,1. 26 OF 50 D SIGN ENGINEER RC.E.153GB R ��i_ • - C/ -- ---- -----__�.�- �__., ------ _ - ,. I , t , --- 1. 4 IL Q. Ik ' I 4 i I i 1 r 1 ]t - : ::.....:... ...: i 1. i 'q..'.^ .. , .- F _ _ - I J t p t x i ..-. - - JA 4IT t , E , I a0O -- — Q a' �. .... .... :.:. _ I _._ �... .. _ ::. t _ �2 2:5� I + ... _..._.L39O._4O� --'sf-.- •� - t a 1 t I , , r r ; r77, t g I t P - 27 26 25 24 23 22 21 20 19 18 25, 39' r F 4! o 0 tV I 2� a Ul OD ID OD y 2°j y p9 cOu T aD P 401 - 440' 192.91 Exist. Curb "G 2� G 2"G 8 Srub ,h 5' v 6'TEES,every 75 '^ N - - -- E.P.1 ------ -- --- &M. 401'. - - 440' 9 .1D BFV.C.P. SEWER 2S• O N N) u) N +O+ Q N C, 1Q o l u) N AS MAL N m W W N _7/7I .t//—/. .....-__.... 6.4' 7 DATE BY i 25 39 \SCALEC� 40 CITY OF ELSINORE SANITARY SEWERS ZS' JO Y AIV E N U E STA. 18+00 to STA. 20+60+ G BENCH MARK ♦IS T.B.M. io" at B.C.R. Joy RECOMMENDED SEWER ASSESSMENT -16 Ave. E, Machado St. CHECKED DISTRICT NO. I Elev.l325.57 T.S. V7 LAMPMAN AND ASSOCIATES SHEET V1 DESIGNED MUNICIPAL PLANNING AND N.W.T, ENGINEERING CON ULTANTS DRAWN J`V,/)a 27 OF 50 K.W. DE IGN ENGINEER •D' ,.... .:. ... .. ,. .. .... I ....... i L + f t' _ . t ` ] z { Lo s, i. :.... I I r 4 V I _ v 4 t u ol ... 1 r O V ,..:.. f 7 0 , 2 I , I a , DID 0 r 92 1 � 1 81V / •�� .i.. M1 a . ..F. ..:. . ..... .:............. .. _. .:.. .. ...I I........ ...... 1 ..1.._ I _ .!..t. ...:is' I .: � t•,... t. 1 I: � I � I } .. -. [ I ( J x ! ? _ - , ..... ..,. ,...., .. _....r..... 4. _1 j ± blGa$S:-�mz,q�. 35b.00 -t- 345-00' f y n t :. 't a .I., :. i �....1 I. :.'.....: ..:..,_. _ .., Ve .., 1 4 , j'.. .. :. 9� � t 8 I r 7 I 6 t-t- �-�-r .5 .,. .. ..,,_„__ 4.,,.i.------__.._�...._.._,, ..3r-T. ..,,__...__...,._•r--2____:m� ._......:_..,., .:I. ......: o. _. ..._......_.._.:::.k'..____.._?::::i,�.-�-:—:_...-..__,_: SEE SHT 12 60 ' 30. 3b N � I o o: 21 151 O 4 I W ?OGrpvel iD rG4,el p0 F !r? F �` F F :� ck rr)^I DfWy. +pi ray + �`°l `j'. + + o �x + + N �II« kg9ppO OD 0) r• 8M u a M N N = v> 2 OkOGc� 80 80� 8�� VC.P. SEWER 160� CEO B��V.C.P. SEWER 360' 160' 123 8 V.C.P S WER I_ Fen a Lim _o I yee z. _ N.F.L,0 O - 6"TEES,every 75' c T� 'm E.P. ..-...--�T/TZT'7- Z,W _ _ _ _ __ _ - - - - - - - - __ - 12 yy_ _-_ — —*=s—�—x_�YyStesl M _-- oW.M. 12'1 6"H.L. 1320"41 � F F F F F O F F N to F F fn tD O GD O m N N V) o p I I 1 ++ t+0 01 + + r Oa N M O� O U) 0 m 0+ G) r aD I i V O M N Q N ± v c AS BUILT WZ I N DATE BY SEE SHT.12 s CITY OF ELSINORE SANITARY SEWERS SCALE 1°= 40' IN L I N C 0 L N S T R E ET BENCH MARK ♦20 42 T.B.M. S. I3 T. in pole#11654 STA. 0+00 To STA. 9+00 11 E. side (STO.5+90t), RECOMMENDED SEWER ASSESSMENT C E lev.1286.38 CHECKED DISTRICT NO. I j T.S. LAMPMAN AND ASSOCIATES (n SHEET DESIGNED MUNICIPAL PANNING AND DRAWN N.W.T.— ENGINEERING CONSULTANTS 7�isho OF 50 K.W. DESIGN R fl E I 28 cp- e- By I } I k. _.'' I - � f 300 surface ro'N/0 St. - - - - 130 r , j } _ ± 1290 77 i ! j - I , r I p o _I 1 I i w 1'Q�` s 8" V'C ya x ; C.P 0 �o 00 a 8" �. ; \ti o° pox 3�o j } px o0 , e f SCALE `ry1 T _ HDriz, 1"-44 - 310.GO' 33500' - J Vert.. � 4' � a 350.00' 18 17 16 15 14 13 12 II 10 9 o° O° F - _ 0_ i0 �i0 1p mr0 !�• S In MN M NN —N ±N ON 8'V.C.P. SEWER Cone I 12 1 21 I 22' Conc.orr, I . Orwy t Grovel Grovel IB Is' Cone 15' 16' 8'V.C.P. SEWER 330' pDrrww��I 80' Drwy. 80 Drwy' 90' 70' Drwy. 80' 80' FUTURE 8"V.C.P t C, �. f. n I 6"H. . o nce Link o �. -o — — 8'V.C.P. SEWER E p 1 m o - -fi TEES - - ,o .-� L!'—!u lilw AB.M.21—_ — Steel oG.M. 330' 330' 10 10 1320' c.✓ w Dill F F O H H f- O V _ H- O~ IIn Lq O� O+m M V' w CO O DO wi p N N Q H l0 N a MM M N O+ O + yy W W 2 W J,0 71 DATE gy - SCALE 1"= 40' CITY OF ELSINORE SANITARY SEWERS IN / L I NCO L N S T R E E T BENCH MARKA21 STA. 9t00 to STA.16+90 y T.B.M. PK in W.edge O of pvmt. (Stu. 12+00±) RECOMMENDED SEWER ASSESSMENT Elev.1396-45 CHECKED DISTRICT NO. I _.► T.S. LAMPMAN AND ASSOCIATES N DESIGNED MUNICIPAL PLANNING AND SHEET W N.W.T. ENGINEERING COPSULTANTS DRAWN 29 OF 50 K W OSIG/N ENGINEER R.0 E,15308 P—of. 40 L 4 r { 1 Kr I-j - _. _{. R.:: F._... _.. ...._—i .__...- ...... - - - .. -- , I 4 1 _ ry - Sdtfoce 7- 1300 _ 1 , -, _T r - cd YY Ncj Q• D_ j I r +. ir GO 1 .. .. ........ t' , .__... ....-.. ...... -. - -—_ Y O .. .. - ---#�9 �— — - -- , I r r 71. i i t 0.6 - - a 8 V,C P _ 4 Az 4 E SCALE t i T I. 3 i i 4. -:, .. 350.00 _ 3S01II4 Vert. I 4 _ i f 10 9 8 7 6 5 4 3 2 �b 1 N° 0 h cb ^'O Q 5" Z 0\ IL ca Q 'P \ F \ m \ � PKEW \SCALE0' 1 \ `• 1289.57 F.L. / 4"C,M.P O�y�ry1 / \� •pF �, �e y ti r291.20 F.L. raP F I- \ry� O N IA ��� �6�•t•' O + fi'TEES,every 75•+ �� # u) v PP*19888CWTa9.9S FUTURE 8 V.C.P 8V.C.P, SEWER Guy 8 A"IncIn 316.92• 318. 23• -B.M.2 — / F IZ o W. a E.P °i N 2'LP.w/N DATE 6Y G R A N D A.VE. ---- - - - - - - - - --------- --------- - --- _- � (VACATED) CITY OF ELSINORE O (See Sheet 16) 6 30.30 SANITARY SEWERS IN 4.1 v ID m o ���°� BENCH MARK G R A N D A V E N U E c+D to a v rt B.M. P.P#35728 CWT (W/0 RIVERSIDE STREET) y Sta.10+00t STA• 0+00 to STA. 6+63 Q 777 V104-11-11, Elev. 1305.21 I 20' 20' RECOMMENDED SEWER ASSESSMENT CHECKED DISTRICT NO.-I : Ln T.S. N LAMPMAN AND ASSOCIATES DESIGNED MUNICIPAL PLANNING AND SHEET N N.W.T. ENGINEERING CONSULTANTS _ DRAWN K.W. �..� 7 4oh 30 OF 50 D—-ENGINEER R 1530e 0 0 o = 0 0 — : I ; ., , ..-. '... 1-...." STREED A i * ..-_ •-. GROUND AT (L I , ET _ dd i _ t I + 0 pp ao I — — - - ♦ t + , , A' 8 -. � 2 y GROUND AT.. R :..... o- _..,. ...:... i 9w i L .._ I c 6q } i I ,. F.7 } 0 ...:_. -. 1 •C 0.4 _ ; Ir..... _f -1�70- : ------------- _, .... - }- b 'SCALE 7.1 , , c 2?S.QO ' I 8 7 6 5 - - 4 8 4d 4 ' 1 = I Q 1 I a cat ! o `O > o o 0 I a I. F F- + F In F- In Q0 a) M Mclj I = rrnn o oo V V w O o DoP� pJ I H I 8"STUB it /fi TEES v In a + O a Fp O roc i rn 8"V.C.P. SEWER w 1 I 8 V.C.P. SEWER 8°V.C.P. SEWER 1393.92' ",n 6"M.L. I N j" W__ — — NAIL r I 75' 50' 50, 50 50 50 1 50 50 50 50 50 50 50 50 50 /511 , 20' 50 60_ ° _ °OO _ = O O °O' In J O ° T _ _ 8r V.C.P. EWER u� of z 2 n 0 O O v . n °i J t cD rIn - q �2 In cD o Q x I A t+D UDD I j S V V+• M J f + o M ! v o cs I ± Force Main I LL o } p o 1 NOTE:ore H2'd 4'East V C side of street I Ir. n o; I 1 41 UDoo 13 0.,rr AS BUILT I 17 2 ' _ ..----7171 A—, N_N I j DATE_ BY Q SCALE I"= 40' All Tees P. H.L's to be 4"on this sheet (except as delineated otherwise) CITY OF ELSINORE SANITARY SEWERS IN BONNIE LEA DRIVE BENCH MARK A23 ,y B.M. W.end curb Wily side GRAND AVE. to AVONDALE WAY 0 Cedar Dr. RECOMMENDED Elev. 1314.80 SEWER ASSESSMENT CHECKED DISTRICT NO. I T.S. LAWMAN AND ASSOCIATES SHEET DESIGNED MUNICIPAL PLANNING AND N.W.T. -ENGINEERING` //lJ [� CON SULTANTSS DRAWN //.✓" /w/3C w Z,S, a 3 I O F 5 0 N.W. D S�IGTN'ENGINEER 15308 P-i9. 86 - I 0 '. t - t { Go ' y1ff ^ t I L I fff - : -.- S.sO" I I ! OROUND/alr! STREET - -1280 - -- - i GROUND,G tE STREET pi - tF x t O . ! I N 1 I I O a O s9� -.._ � 1300 1270 ___ ___ ._ 1270 - j a Z ` W r � .. - .. I ( 1 � t 111 . ' m ! t29E3 1 z 1290 I260 _ _ 0,3, 1260 o9� .. ... ,. - I I t ..._ SCALE '. .r_ i _ - SmV - 8°V.C.P. a... �_.r. Horiz. 40''--r } z � ...-, _ _ gy i i,...,.: a, ., .. 'o e4M ox2s gg 0 �. .. - _ -. .. I I ..t _ 0y. 7' .... q. a: 1 - -FigO S' ti o Vert. t'- 4 i.,..? j.. ._....—... 777 j ` ....._ t f-':i t �: 1 UU Y'.r:,# _ ! p g• F,vako t } �_304.00' 250.00' 250.00' 117,00' 't Srt t 8 7 6 5 4 3 2 I 0 r ad 11 j SEE SHT.37 LH I s' 17� y Note: All HLs on West side of street Force Main are 18 of 4' V.C.P. j 4=i : u = L) F 3 = �' r` W) - p G\ 8'STUB + + + n In t4- + + + m N Or K} O+ o I C + - r, r• r m v P In rn + ± I 1 1 IQ tin 7� 5d 50, 50, 5d - —— __—_ 50' 50' 5d 50' 5d 50' 50, 50, 50' - 2 15' 35' ' =n — —— ---— — ------—— — — -- W—/Sp7rl�--- — -- — _w _ -- �' - - - - — — - - — — a �' - - - - - - -- -- --C'--- - - - - - - ----�5'— — - - - --4" . . — -- - -- -- -- — - - -- - pry 75 50, 50 5d 50' 50' 5d 5d 5d 50' .'SO' 50 - 50 50 50 50 5d 50 f- 8"V.C.P. SEWE O e"V.C.P. SEW u = O O QQ F x F, f„' 8"V.C.P. SEWE 8"V.C.P.SEWER O O = 4 ra x 00 p� i 'O Q F p� = S t O m +0 ad OD 00 m h�`Z" Of * f� In X Q N O N t� + 01 + + in + + + ti Z }} O IN O r r 0i 10 u a P In tpG N N ± O I i m + x N 00 M Q rD In Ox,v, o+ - O In Note:AN HL's on East side of street Q are 12 of 4" V.C.P. AS B It � Y 5� 80' 30 4 � I 40 SEE SHT.37 DATE BY All Tees & H.L's to be 4"on this sheet CITY OF ELSINORE SCALE j I 40' SANITARY SEWERS �- IN BENCH MARK&23 P E P P E R D R I V E y B.M. W. end curb N'Iy Q side Cedar Dr. GRAND AVE- to AVONDALE WAY EIay.1314.80 RECOMMENDED SEWER ASSESSMENT I CHECKED DISTRICT NO. 1 Ul T.S' LAMPMAN AND ASSOCIATES O SHEET DESIGNED MUNICIPAL PLANNING AND N.W.T. ENGINEERING ULTANTS DRAWN 32 OF 50 K.W. 7.(5 0 SIGN ENGINEER I5308 P-I.A . 87 1 « I I. . .. .. r � r ci r "p { Ot STREET f { r f < f 77 I 1280 - --- �t -- C`:. .74 7. { I. STREET r,GRADE ._, � O ° fo �° o ._. .. r ...,: I.: i _ _... Lcp - r M, I _ I I 2„ 8 f i I 4. , I , I` U) 17.17. ., .,,. a f,. t _I. SCALE � i I Heriz. 0-40' N y .... ....: ,..,... .. .._.. .... : i L— , r I. . . . . .i ! Y... I.:_'r 2 1h 2 0o a Virt. 8"= 4 - o 'i. 369.25' I I 3 5 3.75' I S O.bO' 7 6 5 4 _ 3,_ _ 2.._ _-. I 0 SEE SHT.37 8 0' 40' 46 15' 15' 2 ' 4' Note; All HC's on West side of street 5 are le'of4"V.C.P. I force Main 3 Lu S S 2 I.t N O V O O'�'. O O O = V — Q V 0 I F- _ IM = t x n r i u p S V M d. t0 M O a M ,n 'F �I r+- c+D N CD r nl m N ~ rn O O I QZ60"�' V O oa 2"GAS8STUB jNQ 7 rn n+i N N +' + 0 O OSd 50' 50 50' 5IS 50' 50 50' 50' 50 50, 25' 25' S0' S0' Q NAIL — _ _ __ —_ _ _ — - �- -_ ---_ — __ --!, A'c@___ - --- —_ - - - - _— W _ - - — __ _ - - — — rNAI Af '"- 50 25 25 50 56 S0' 56 50 50 50' 50' 50 50' 40 10y5d 60 V = = 8"V.C.P. SEWER "llV H 8"V.C.P. S WER =I �. "V. S O O V H' V O 0 V V V 0 s ~ m W) � x in c = = o w! 3 vad O c}o m} rn '� �.i 1O c0 Mf 00 In }}r I In O I N d C v �x Irt lin N N ± + 0 I p, M AS BUILT N ote: All HCs on East side of street Q are I2 of 4" V.C.P. Q Q 5 DATE BY� All Tees B H.L.'s to be 4" on this sheet 15, 15, 40' 40' SEESHT. 7 CITY OF ELSINORE SANITARY SEWERS SCALE I°=40' IN C E D A R D R I V E BENCH MARKA23 B.M. W. end curb N'ly GRAND AVENUE to AVONDALE WAY ~ Side Cedar Dr. RECOMMENDED O EIev.1314.80 SEWER ASSESSMENT CHECKED DISTRICT NO. I T.S. LAMPMAN AND ASSOCIATES rP SHEET DESIGNED MUNICIPAL PLANNING AND N.W.T. ENGIN ERING CO! ULTANTS DRAWN 33 OF 50 K.W. ° 11 D SIGN ENGINEER 153Ufl A 0 0 o----._ ....... _.__._r- _ _ ,..._4._�r, �.._.__ _ ._ ..__ _ { N.2 I , + ! i I i ..... I . , .i I � 4. ,.71 I I 40 V.C. T { I : EL 1280.07 AQt � II,... � l .. PI::.3N-00 _ � - } + _.-- S GRADE AT 1 _ ca [' " - GRADE AT CL I .. .. ._.. u _ 1 }295 sss2�' _.W : - _.. A Nc3. 1270 - s o dV Ci 1 f Si I r ;.. t - @m % 12485 x . .:}, `Pen .,.'aTr } r 00.; f s I _ n9 tar o -2 CAL -. Oi; S E orlerver gporB�.L(ae Horiz. I°-40' _ .. -. _. ... ..... ... qq l eef ....I a w�° 39._ Vert. I°= 4' j .. -�L ., .. . . .. ._. .... .. . .. .___ ..c- O 350.00' 343.63'. , e 8 7 6 5 4 _ 3 2 I %gyp,ye 26.3�0 s,°�ti 2s, � 09 : �ry 00 40' 40 17' Note,All HC�s on West side of street v are 18'of 4"V.C.P. 3 tU i2 ' c J U U f I 6"C.I. Pressure Line u xx xo 0 x M u s CL x x m f = ~ O1 m = x ! .. O U U O + + U O O O O U 9 u m x x In o f x C) N + ± u? !n x iD x f N N L6 f �a �p N m Ni Ol tU U f m to N m N m In v to W m+ 8" V.C.P Sewer n In a B V.C.P. Sewer ± o o . IO 75 8"S UB � �, 50 50 50� 50� 50 50 50 50 50 50 50, 5d Q 50! _ m _ NAIL A. __ _ — _ _ W W _ W„NAIL PUMP STATION NO.5 50 50 50 UO 50 u 50 O 50 50 50 50 50 50 50 O% $e° Sheet No. 39 x x t— r- O 00 O U O U O N O U U O O ml K C uul x x n x `0 N O In x x 0 _ F_ t- Irt rn „2s o ry0 7 W m m a_ m a ImD a ti a o a DD 3 + 88 m 1x + + + + + + O + + + + + + * m - m m In n f X M In N N N + O O I 8"V.C.P.Sewer ^D W W F m O Note:All HC's on East side of street are 12'of 4"V.C.P ry�9r ad DATE BY All Tees 8 H.L.s to be 4"on this sheet 40� 4 CITY OF ELSINORE SCALE 1° 40- SANITARY SEWERS IN BENCH MARK ♦23 0 L EA N D E R D R I V E B.M. W. end curb N 1 GRAND AVE. to AVONDALE WAY ~ side Cedar Dr. Ip EIev.1314.8D RECOMMENDED SEWER ASSESSMENT CHECKED DISTRICT NO. I _+ T S. LAMPMAN AND ASSOCIATES SHEET DESIGNED MUNICIPAL PLANNING AND N.W.T. ENGINEERING CONSULTANTS DRAWN 71,s1io 34 of 50 D'EK.W. SIGN ENGINEER R 15308 Cf'- ,f. 89 ----- _---- --- ---- _.._. - ! I I o I { 4 l #r Tt_. f t`- { , 2 ` , (. ,. - -. - - t. : ty _+ L ._ [ - t ,.. I f. -t _.:._.. 4 I 1 - a l e t + - I , � r N r -1-- T O i _ , 1 Oq , d a+ 52o � + 0 1 t - — o N? t 7. e 8 SCALE ` .P. Horiz. 1 40'. --1 1 Vert t2os' 289.50 233.4� r __.. _ 8'. 8 . 7 6 5 11 4 3 2 I 0 E�x. a a, I 40 40 I j I Note: All HL's on No.West side of street I = I I are 16'of 4 V.C.P. I- 10'EASEMENT I Q I Lo I I II I"N _ r = J 1 i J 0 0 J O O 6 0 O I 7 U) x o x In _ In f- F' 2 = In � M 1 a+ 4 m °Dn m v"i (n a o Go OD In m a o + + + + + + + + + ++ x ,o i i 8°STUB rD In N A Y v rj M rn N + + + � N — I WV 70' 5d 50' 5d 5d 50 50 50' 50 50 50' S0' 50, '� 50' y 1 - - - - - - - - - --' --� - -_ ----- E.P. - �W _ 1 — — — — — .es--- - ----2 1 70 I +150 50. 50' S0 A 50 50 50 40 110 50 50' 50' 7d O -M s. - 8"V.C.P. S ER _ = 8"V.C.P. SE ER = _ .� 5, 8"V.C.P. SEWER x0�A? m M� x h + O x 4 a 0 t0 m E 15 15' _F O Q la x a) o A� m to ro 50 m F !f x0 I t+D r e c*D r+o N a �x v H+i I: N N ± ,,L „ 0 9' O+ y O II"'i 01 � ro \xR'G a W N Note: All 10'on No.East side of street �� s- I 1 " are 10'of 4" V.C.P. As Bf;"y�' . All Tees & H.L.s to be 4"this sheaf. � DATE BY SEEc�SHT.38 CITY OF ELSINORE SANITARY SEWERS IN SCALE - 1 40' za M .A R I E D R I V E ti. BENCH MARK• B.M. W. end curb N'ly y side Cedar Dr. GRAND AVE_ to EASEMENT G E l e v. 1314.80 RECOMMENDED R SEWER ASSESSMENT CHECKEO DISTRICT NO. I - -+ T.S. LAMPMAN AND ASSOCIATES SHEET ` y DESIGNED MUNICIPAL PLANNING AND ' N.W.T. ENGI�EhGINEER ANTS ' DRAWN �� 7/,/,. 35OF50 KW' DESIGN . 5308 - 4c %�. 0 o , C;_ y_._.___-___ _ f r I ( • I A. , i i r 1' v 1- - o- , • D.. f : I ___------ k Pn 6 I , I ' I O o - _ PRADE AT q.. I - 1 —, _ 2Y I �. t k 0.4}'o , S , SCALE i 1 _ :0 f!{ r = : :...... ... i 343.00 l t Ve I. I° 4' 1 07, 6 5 4 3 2 I \ti 0 °o F'y X - i I SEE SHT. 38 Note: All HL's on NW side of street e we I6'of 4"V.C.P. 15' I ' 40 40 5 B 00 41 p1 x Q r I O J J O O O = o O O O O x x t- F' Ln In N LO Un ,n xO.t,, p I y0 d`• o^ � 1- a GMD M m GO L\i a r- to W p �' pti x + + + + + + + a+ + I } ; 4 �' In Ln v a M M N N ± ± o o+ � I p L O Y 4"Tee. Typ.) 4"H L:s 4" L.'s 2 I WY 7d 50' 0' Sd 50 ') 50' S0' S0' S0' S0' 50 5I Q 7d NIL — - - - -- -- _ — — _ - - —_ - - - ---- - 1Y — W �z .E.P. _ 4 G G G 70 50 50 50 5 50 50- 50 22 28 50 50 50 50 50' '^ 4�H. �s "' J i 8"V.C.P. SEWER J 8"V.C. SEWER = S I In x x IOn. x x J x = ' I t; f L0 O IIn DD m In O x a a t- Ch 0+46HL + + + 'rt + + + + o a' a o + + (11'Of 4") n a N M M In N N ± + + O O �� I v 1 � I 0 Note:All HLI;on NE side of street x are 10'of 4"V.C.P. rq eye Cp-10 ; 1p r � s� i All Toes 8 H.L.s to be 4"on this sheet _ 7�7/- E. ' DATE gy SCALE 1"" 40' ti. CITY OF ELSINORE i SANITARY SEWERS IN BENCH MARKA23 E TH L E N E D R I V E y B.M. W. end curb N'ly i O side Cedar Dr, GRAND AVE. to ANNETTE DR. I Elev. 1314.80 1 RECOMMENDED SEWER ASSESSMENT -A CHECKED DISTRICT NO, 1 0) T.S. LAMPMAN AND ASSOCIATES SHEET DESIGNED MUNICIPAL PLANNING AND N.WT, ENGINEERING CONSULTANTS DRAWN �� /•�/„ 3 6 O F 50 K.W. DE IGA ENGINEER CP-R. 9/ i --_ _--_,,__ __-T______________- r _ F , i i , I i - a � `o � r I I Gredd at tt 5t: o t :. M .. CO r r Grade 9 4.S m I -c t I r' / ( _ I h 1 r W 'p ;. ., :- � - / 2 2 e♦ r ;. �. .: :. I} y2 :_ - -. �:-�::.. .:.. -; I '. .r II r to � ! �r -.'.:.:., :. _ I AV Aw, t _ 9h„ ♦ y ?S .� A I 1 .i.:. : ..I. U / 8-_V.. - ♦:..: _i .. ,....: -.:r -; ..: __ l .... I 0 4j Ss. _� Wa, ei - � ;� ♦ 5 s ., r ,.._!.� I. . :. - .rx_ � .,t..C.P_- 9 ., ,. .-.. - t i �; _ ... , __ r 0.40/ �1y t I W P sm F 0.40% Y ♦ ! I i l 8"V.C,P. e r - - - - -- s t $ jt. -:' d ,; - yt..._:.j - - - - - _ ' } # '---— [ i ,-..._...._ SCALEa y -: � .i. ....._-: r x:�.t - - -i .. - _.ji ` 5 4 2 2 I 0 o -j j. I I v a Qz a.e' N o v o 13 AVONDALE + 13 3, Ci WA/ 6.5 M I Oil 1 II9 + 1 in A.C.P. I 4'H.L.'s 3' 1 60' m 60, I I 60 60' NAIL 4- b, -m E.P: L E.P. NAIL 60 � 60 � i 60711CP -- - 60 � 1 f 1 AVONDALE 1 1 6" V.C.P SEWER `� I 1 10 1�/A Y 0 I 004, I SEWER I .� -� 6' 1'1' .hOG I 3' b'� �• I 3 1 —3 9: ~O UMP STA. NQ 5 J.•. 1 I J� I f - — E.P.�_NAIL In � SEE SHEET NQ 39 1 v +b M2 N N� I I A.C.P. 4��TEE I O° °. aV I I IDENTICAL I — 60� n 60' E.P. Ob_ (NAIL f SEE :HT. 38 ------- --- S SCALE I"=40' 30' 3 ± IS' IS' 15� 15� 15' 15' 1 3 I ks I°f r V.C P. SEWER lAli SEE SHT.31 SEE SHT.32 SEE SHT 33 z V I ^- Lk-= I I 1 3 15 3 CITY OF ELSINORE All Tees a H.L.s io be 4" this sheet. SEE SHT.33 I SANITARY SEWERS IN 15' 15' BENCH MARK A23 AVONDALE W A Y 30' West end Curb N'ly side SEE SHT34 Cedar Drive. BONNIE LEA DR. to OLEANDER DR. O Elev.1314,80 RECOMMENDED SEWER ASSESSMENT CHECKED DISTRICT NO. 1 I j TS' LAMPMAN AND ASSOCIATES Oh Revision No.l 9-22-70 SHEET DESIGNED MUNICIPAL PLANNING AND CA N.W.T. ENGINEER IN la'ftLTANTS DRAWN 1 7 37 OF 50 K'W' OIESI(M ENGINEER CR=i9 92 7 • , t — : , f I[[ I i , G R� , N _ GRADE STREET'` ;, x A6E. 4: AAV�MF�NT. y R h O ¢rotect:td.Aioce or_reconstruct. q f° kind to :. - I I . T . -"'13'..�.5?: . �. - 6 •72: _ �:- .4 1 J�+ I _ i d'. L'_ A - r(.v -'!r ,..iI eFr--. ,` _g?,r'am _ , - 17 -. '. __•o-. _ -<i�-. _:...__. 0-..4d%p q @ _ _ 8 - '' .P. V.C D._ �"'4-C,.iF- --'---- `93 `- �� "_ -_- -- +�G cJrs- _ ., r h I , ' ( ' I , } , _ t :- _- . . .: _ _ ! ' f a : r• �.-�--•r--1 - is t r _ I i a f t r L t. SCALE _ 1 ... .. - y. .. _. - - - t. { Horiz Vert. I - 4 3 4, 300,0 i. 165.50 _t 4 0 - 1 2 3 4 5 - 6 6 7... 8 Chain Link-Fence �� O _ 10 + - Chain Link Fence // '�---5' P. 00 O Exist.6°V.C.P. Sewer qa + Conet'.�6 Test�waY6 __---- --- Ox- 01' 7at Sfa:',A3 t70;.,- tiAVOAIDALE W4Y �' 0'Sewer asement xSEE fi Cone GUtfer Canc.Ret. RWalleco Pro}act in xO ,t,. I� ,�, Place or Reconstruct in 6iC.O.Added 60' 6V.C.PER - Klnd.�L— ------- S1A I I 0Q =V xa =V [. N c CC. vement DI I Roadfa +0 u 35 35' 35' PProz. 10' — --- C.P. SEWER ess 60 8"V.C.P.Sewer = C I JAf Do J 70 3 Exist.6"V.C.P.SewerJ" Exiat.6"V.C.P. I� -rn u0i ENt1CAt'' 2A fill I 70' in m co 70Sswer Exiat.4"V.C.P. N� 4t 10 43 I _ 1 IV ( I r+n Sewer I+n I} rox G I J Z 0 x 70 O' I 6' NC, 00 7' +N + I � 1 tp... R r rJ'` �\ (r'C r r))�\\ r�II,. v�i a I / '( :. wa j g 15' is ANNETTE OR/VE z .5 —- �?i Q•^'," i 30' I I 7 DATE — BY T SEE SHT.34 I SEE $HT 35 SEE SHT.36 Iz7' CITY OF ELSINORE z 5' SEE SHT,35 SANITARY SEWERS - IN SCALE 1"=40' EASEMENT and ANNETTE DRIVE All Tees 6 H.L.s to be 4"this sheet. BENCH MARK •z3 Except as Marked. B.M. W. end curb Nay MARIE DR. to ETH LENE DR. to ~ side Cedar Dr. OLEANDER DR. MARIE DR. 0 EIev. 1314.80 RECOMMENDED SEWER ASSESSMENT CHECKED DISTRICT NO. 1 T.S. LAMPMAN AND ASSOCIATES A SH EE7 DESIGNED MUNICIPAL PLANNING AND N.W,T, ENGINE�ERING CONSULTANTS DRAWN .lY 8 OF 50 K.W. D SIGN ENGINEER R.C.E.5308 op fig • 9 3 i 70-143 o I f 4 '• v k� f ~ � o W � O►J n Z_ 7 M w o zaer. .jj W W m • o e F 'o i Z 3 _., •° u °° w> f rn O O Q Z rn o 0 m _ W Y 0 ,. i sD r °° a b W z Q W�a cr a i Q r Q W(q o�- - - >� - a z � r- F-ctS Z 3o adz o w Y Y M O W W W z i r a0.0o+0 " w Z. p (n cn a cc L N .d'0'A ..9 L r a n Y Y e' pe ��r `r04 1 m �.^�. �•' a i V1 N �N ,., cdM 1 D -77VCNOAd a a • °s , Z H 3 Q JLoo uj I W 2 { y0 f x Y Cr o 0 _ • o v I N F �"s°y ��°y �fY rc u w rF o ,. o• -III �-5 N' J J ] w00 a F_ I tOZ+OS c, NWflj �io ,SI FQ 0/ F W z Lu J cL _01 11°£'Id$ d �S'.*OS > ,Z;o W0 a CID cn uj N N „pl)o,9 t (p0 6'i W I I'46+05 'o m °F' o an a 0 zv • 'H•w b6 b81i 05_ Bit ,- i �°" 0 11C W O O Q p -; a ( i�p: fQfa... b�'+•.'P� S2 91 UN ra N _ -��'. 7 y dt a t6 0 ci u) CID a i �N OD U J I- I a „�o CD J W I = m 55+63 - e 49+62 g t JJ 0 l E ... -: -. -. eD `ry1ti`�0 a I I pC w O N70.9N/7Ld •7 i ° LL i+ O• I � x o # o _ I o£ eFraR a I w z J I 4 11 u, ;ll 2 W N N « c _ 91 a 0 aid j ' ^O•..Q4 ._i P .u.... .�,.. ....I W o o'o, z 00 o t H _ e o Qd •2 ,2, rc f O O o o` o 0 o a N a� ..... _ _ Cjl Hoo i _ • c.-T N O Q ; -1 �r�= ao� 'o Iz N IQ r J Q oaeo m`c d- O b, r- I 0«mod �o=" °r - i._::-.. I a Y W W o°od v1�coi`mo ;$ n 09+b a z `4 .'.'WA OQX'i.4`+b. .. - _ ... � i I J I p o. LIJ J cep ^ I o 0 �0a a l LL L " � .� .. I w ,91 �. I .; _ • - _ >w O j Q cr 10 _ 00 __ _ S 4. _F C �6Fs �A b`9 ji`, \ �\ \ e \ w \\ �F t°o QOCm�•�O _ ar h o lb 0 1 - I•lul ZI 14 cn z 3 N 0 p f� �- ml a c O oaoo�a _ _ a°I m ° � dean I I W � cv _. i d 70-142 J W m o = o W �. to Z Z- ',a °• c `o d c s^• Q W H N Z y $o Z Z U) w z i �\ 12 co n O W W a`� u o W H (D V)~ U m I\ aD .o o a 3 m p - :>✓ +- 11.1 J Q M Q V z z o W c o i0 iD ^c d �- I a z OI v a qp _ 3; 0 cp - N w W U) O a O D O x m F- Z n W C 3m E u W « M Q cw w a ? 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N Z CC % m OD ao Q - L v J d w w > ' V E O N (V O % (V M M 1 N > % 7 0 Z m a d a N O t � y a V u� c > N D N > U N O Q O 0 O d a` U b a a n LO Z — �_ o a Z w f 0 v H W w m O N o N J ii �aw O W / a ; OE. o Q x UI Z N O _ W Q O o m c V o d N x S o U E a if o w O Ly �l O �a� UQ ¢ d a N \ W QU _ o J �< Q x ran U- W On % ¢ 'o 3 ILU _O Cn N Y N m l r a V cr � m y IA�x In w C7 w> V \v = W V o _ >.-x x x 0- 0, c o- .=o o� �v m r�N DRAWING NUMBER DRAWING NUMBS 70-131 ..a yOiDCONt'Oaa➢ON 6i:E. 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