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5921
PLANS FOR THE CONSTRUCTION OF A SEWER SYSTEM IN UNINCORPORATED AREA No 72 SEEM CARDIFF PLA�A5 FOR THE CONSTRUCTi07 OF SEWERS, N 0 T E S MAWLES , AND �PPURTEI ONCE S IN All points between designated elevations shall conform to a straight line. Summit Avenue between the Northeasterly prolongation of the Southeasterly line of Lot H. Block 78, Cardiff All distances shown on these plans are horizontal distances except where noted. Villa Tract, Map No. 1469 and the Southerly line of Santa Fe Drive. Payment for sewer mains shall be based on horizontal distances measured to the inside face of each manhole bellview Avenue between the Northerly line of "M" Street and the Southerly line of Santa Fe Drive. noted as end of sewer main on standard manhole details, sheet 15. Cornish Drive between the Northeasterly line of San Elijo Avenue and the Southerly line of Santa Fe Drive. Elevations shown are in feet and decimals thereof above or below the U.S.G.S. datum plane. Gardena Road between the Northerly line of Santa Fe Drive and the Easterly prolongation of the Northerly line of Lot 17, Block I, Avocado Acres No. 59 Map No. 2130. Underground utilities shown on the plans are located in accordance with records of the various utilities "M" Street between the Easterly line of Cornish Drive and the Westerly line of Summit Avenue. companies. Melba Road between the Easterly line of Regal Road and the Westerly line of Nardo Road. All manholes shall be equipped with cast iron frames and covers as shown in details. 1 Nardo Road between the Southerly line of Melba Road and the Northerly line of the Southeast Quarter of Replcxce orrgtnal gSphaltic concrete povementon 5ahta �(s 4ve 1A/1tl`1 41a of 5 .`%nc:L Portland Cement Section 15, Township 13 South, Range 4 West, S.B.M. concrete base4nr) 1'/Z" depth of A5phcaIttc Concrete surfcicinq. - Oh all other cis paved zireeIs,excepT Son Eh jo Ave., replace. road oil ry) IX PcIV I ng �c. 0 h a 211 de p1 h Of As p l'l cx 1` 1c: cQrtcre t . San Elijo Avenue between the Southwesterly prolongation of the Southeasterly line of Lot E. Block 77, This I' oTe prevails over ami goner Q l 510ec Iffca`t tons to `the coati-Q lj, Cardiff Villa Tract, Map No. 1469 and the Westerly prolongation of the Southerly line of W O R K T O B E D O N E J. C. Clearman's Subdivision Map No. 207. The improvement consists of the following work to be done in accordance with these plans and specifications Santa Fe Drive between the Northerly prolongation of the Westerly line of Summit Avenue and the Southerly prolongation of the Westerly line of Arcadia Road, attached hereto. Rubenstein Avenue between the Southerly line of Santa Fe Drive and the Easterly prolongation of the The +Wnstruction of 8" V.C.P. dead end shown thus D.E. Z Southerly line of Lot 24, Ridgeway Heights, Map No. 2163. The construction of 8" V.C.P. sewer main shown thus 80 Easement in the Northerly 5 feet of Lot 8, in the Southerly 5 feet and in the Northeasterly 4 feet of Lot 7, in the Northeasterly 4 feet of Lots 5 and 6, in the Southwesterly 6 feet of Lots 2, 3, and 4. The construction of concrete manholes shown thus M.H . Z and in the Northwesterly 5 feet of the Southwesterly 6 feet of Lot 1, all in Nance's Acres, Map No. 2884. The construction of V.C.P. plugs shown thus PIU q . Easement in that portion of the Northwest Quarter of Section 22, Township 13 South, Range 4 West, S.B.M., The construction of concrete drop manholes shown thus � lying within a 10 foot strip of land lying 5 feet each side of the following described center lines: Beginning at a point in the'Northwesterly line of Nance's Acres, Map No, 2884, distant The placing of crushed rock bedding shown thus r — — — — — —a thereon North 66048.' East, 2.00 feet from the most Westerly corner of Lot 4 of said Nance's Acres; thence North 27008'57" West, 124.00 feet, said easement being bounded on the Southeast by the The construction of 4" Y.C.P. sewer lateral shown thus L 4" L Northwesterly line of said Nance's Acres. Easement in the Westerly 5 feet of Lots 11 to 20, inclusive, and the Easterly 5 feet of Lots 1 to 10, inclusive, all in Block H, Avocado Acres, Unit No. 5, Map No. 2130. Easement in the Easterly 5 feet of Lots 1 to 10, inclusivek,:+and the Westerly 5 feet of Lots 11 to 20, E X I S T I N G I M P R O V E M .E N T S inclusive, the Northerly 5 feet of Lot 19, and the Southerly 5 feet of Lot 18, all in Block I, Avocado Acres, Unit No, 5, Map No. 2130. Water lines shown thus —W W— Easements in a portion of the Southwest Quarter of the Northwest Quarter of Section 22, Township 13 South# a , Gas lines shown thus — G G— Range 4 West, S.B.M., said easements being described as followss Na Sewers 8 M. H. shown thus — — _��_ _ 1. A strip of land 10.00 feet wide lying 5.00 feet each side of a center line described as `-' follows: Beginning at the intersection of the Westerly prolongation of the Northerly line C 0 N )p Telephone conduit shown thus —T -t— of Cardiff Villa Tract, Map No. 1469, with the Easterly line of County Highway Route 19 Division 1, (San Elijo Ave. ); thence Northwesterly along said Easterly line 804.11 feet to e Oil surface pavement shown thusr ,ten " the TRUE POINT OF BEGINNING; thence North 66048' East, 204.14 feet; thence North 23027' West® _ 200.12 feet; thence North 66048' East to a point in the Westerly line of Summit Avenue. Said � • easement being bounded on the Southwest by the Easterly line of said County Highway Route 1, Division 1, and on the Northeast by the Westerly line of said Summit Avenue. "- 2. A strip of land 10.00 feet wide lying 5.00 feet each side of a center line described as S Y M B 0 L S followss Beginning at the intersection of the Westerly prolongation of the Northerly line of Cardiff Villa Tract, Map No. 1469, with the Easterly line of County Highway Route 1, E1 a Elevation B. M. _ Bench Mark Division 1, (San Elijo Ave.); thence Northwesterly along said Easterly line 804.11 feet; ENGINEERING DIVISION thence North 66048' East, 204.14 feet to the TRUE POINT OF BEGINNING; thence South 23027' M. H. _ Manhole V.C.P. _ vitrified Clay Pi • East, 233.00 feet. Said easement being bounded on the Northwest by a line which bears DEPARTMENT OF PUBLIC WORKS Y P North 660481 East through the true point of beginning. COUNTY OF SAN DIEGO D. E. = Dead End Fl. = Flow Line Easement in the Southerly 4.00 feet of the Easterly 62.95 feet of Lot 1, Block H. Avocado Acres No. 5, 4005 ROSECRANS ST, SAN DIEGO 10, CALIFORNIA Conc. _ Concrete D.M.H. s Drop Manhole Map 2130. 2 1�t�1� V }RPOR TH) i �; Of` I )-11� y C) �i ZO COUN w AREA No. l2 SCALE: TITLE SHEET , P#29 3i °° Haft °'-- Vim' ENGINEERING W.O. Contract Ivhcnge order Mo , I and LI M ITS QFDO.Ckd.ID 1 � 7 FI.Id !. Yy1r rf, D•H FI��j IVIL ENGINEER R.E. NO. 7119 N 3/ / GA-9/ ucs - 1g5�ITalA 0 5 sB 4 R I p VA 214 � P �• � �� � j� �} I 1b T I I° a � V t8 g � 18 3 � 18 3 � g_ 3 ® Tom" o A �" z3 zap Zo NeHlls 2� 1 � � I - _ � ` — ZI I Z,2 SAN�� F E DR. vr�ls A1.1-117 i P/may I N. o.e.! 12 I Z �ive Sec. 2Z LO DE 3 (77 I I I MHl2 to D. H 2 N � -- -�- ey °f NU, b SE ( SAC : I li I �� i yl J I ' y -� j N —� ®7 to I N X11/ 5e — 01 I (�J M.H✓-o'er � ( / � � M.N.-39 LO ?G rC 1 A-1 H *� / // � � � P 4!� � v i t`�`S } _ —_� ?� l).i✓/.f1..3 M.H..97. M.N.32 I ' J M.H.33 P/o Ex rsr IL7.K 7,0 � , � ° INDEX tyr A-I 3 4 IS C /i H.P6 " + �I I� J� °� � q 4— �- 14 4-- —t 4 14 I I C 5 DOI j V'° . � idyl 6 `0 P/ 1,41 MH4 -1It IJv".H5{ DE,6� s, Ld n C3 DES i9L �, t\ t �r REVISED' O R— Z I M ..v H 24 �MH2Y I , ,°. F \ c s M.H.40 of MHz A-2 ) I I tom. � � � 9 19 --�� to 2� Pi�� '� I I� � to `r ,�? / _ � t r 3 F z_! D F R 0 M SANTA . .. AS E"Jil PRINT.5 4Y_ �4� M.H3q ' S COrY �i � i, MH./ - .. � EX'sE.MH Sec.. 1.5 I # 2 See. / �• ,°,! -° / I f A 113 F M� �f N �— + z daze A/ \ ' Sec 22 Is 0 5 C LU G G �wty A 30 31 6 ! DEPART ENT OFF PUBLIC WORKS -e zap z "4 F SAIN �7 C� � � r `� u) t � Ng d 2 ,It � ...a.,. � � c4. Norm GENERAL PLAW, 2931 _ ron 9 _- , ,.. sM ` sa�,.:�.... *:x..*�.a mss✓ ,._: .i `+aTe:;#n. . .., .... ET Y erg., ! 4°�` aka."�'' . . _ ., 1`.Vi #. ..... r -.. - -. -. -. T-�.�r4��� 'S'a''��PT.Y3's`{t'S"iR'2:�ia.i6i.1"..,u. "�'�..R2t Mme^..i�?'°.S-'3'e`�`�'-a'bJ}tYT�3"2'�.v'wT.<.vkc� Pi .'�'.-`2 S:ra: `. d 1 d Li%ilK � f..i I[�-i•F:,'r<�IF'It. '>� 6 R1`-0�Y !Y betvh q 4.'e. idf3 3,s' 1i � s:fat., - - -- OF - t:]2N7 - �— _ --- ---- ---- — -- — ------- — — a -- -- — - - - I -r 77, x _ - I 1— T — Tele b h one - Cn I _ -- -- - - --&! gy p — - - -- --= --.— T' — onstructManho% , — — -- f -- _ A - o o - - _ _ _ -- IVOfe: Contractor shall contact Southern REVISED TO 4 Count/es Gas Co. at Z2ano Pont, e 5712 obefore commencing work on San E// Ave. t� . gry lb a �X * ,, Cate TRANSFERRED FF16Nd °o / v A, ^, A5 B y LT PRI I n , F o- v 11 00 Ilk SCI!=,ALP I /o'Basernent „-, ,207436 4� z3°2'_{' __ ., -0 r 9�0 e T , o- d to rzP. ,--- _ ! E ,tea �. u T � $�•�. „ Zp:v , i�� W � � �€��aa � ���i� a..°��'c�� DEPARTN4007 OF PUBMC WORKS 1 COUNTY OF SAN DIEGO ... I - n , a M Y. '.. a.., a,"Jd ,. . �'��$ ��e�'mFs'SSEe'� �$� g�,�t �4E�� S-� ���p ro��e n, fE% �kwa Abe 1D�v _ - - — `�` , N I N THE CAUTION r s U OR AREA OF Cross two transcontin¢nta/ tee hone T._ i_ = U C, W W - �� cab/es and high pressure gas main- COUNTY OF SAN 'Q I EG Q �, ►- Lv _G �y W cK 1 AREA _No 7E w �PL s ALE: SEWER PLAN P PRt� -—E l PROJECT J SCALE: 4 ,� P A TCNI ON : � W�s� ,v®+mod LIr+�S � t tea; �3 ise 4 xNGI FERMG vs ::4 c CA t/T/ON r A I � ` A Cross two transcontmental telephone ¢ �.J, G. 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HIGHPRESSCABLE S Da ✓'...- i I �z 40 ao ._ ISED TO Ab ., 1 ' v I, l e®. CONDITIONS b', d , /J C3 Date • a G / v 1.- �-- TRA[V'SFERREl7 ,� w AS BUILT PRiP„ ' - _ Q � By A € � � WORKS p, g W t� DEPARTMENT c kti - 3r i-- haw @ `r•: COUNTY OF. SAN "DiSso U N I NCORPORATED AREA OF THE a z COUNTS OF 5AN ) ECG w AREA _ l o, T Iq 00 r �a JE�ER LQ� 4 PRoMC SCALE NOTED S AL I 7 �` 1 a; uSiGNER TYLER- L 1 meanie,Iw.o. ® rvL e R poR A-- I _ SAN ELt,�o AYE $ CQQNISN QR, �1, OF ^1 ...,.,.�.. E!EO 19 as ,s•='-ru• - ,,,.:. . w.- : . .,. _ ... _.._ .. - - .. - @S*et KIM � a"•4� �a @�e�, t 7r,u 3.L Fa”' Fi6ra „ .: . : mmmmmomm"s maw i Y_ 4 - T r 1 axmrwsnmi. sxam�, env-_ •�.�--aas� c,.c .,�.,�.®. 9 - I 7 i } ` . r ���.. �. ! w„ .. o.. �.m.,, ..m....... a ,_„ _ - � � �:�. • .ter �.;.. m . ry ,z a _ he lE qg _��..__ -. . :..®+.a •®'°.�'.®.."�. ...ems. �. , y- pp Ole”A � 4 , re_rm_._Itrm_ • g b� -� _ rasa x.ceaam..� .. M "�- ^ yrA a tj ,w - _ - I N .e KE Mill uv°e. ev&_. At c.. •r_cavay. _. _ • m �y .., ..} vu¢vir:a'.! .nv,C'aaWtlmas'a ec,m � Mmta� • IJ m„�a.:r:vaa b � v V to c�u� : a c - - �, - - - - n a � e - _ ,--. ..ate &OUNDARYOFENCINITA� SANIT4'RY DIDTRICT zo S F_'� W--- w �. ;,e , zw � ?4 \ - - N_La"e _ec s„p'P� Fnd 1' p; LA- 22o � � -tub PEVISED TO d } 3 4W •.40' ......,._..__._.................-.�. .:..- b- •• ' OR ��Y.�m._�..m..�..__..--._.._.__... - ; ^y,4. k q' SSJ 3'.. 2 1. p J I j S ( V iy IfDIT � I S 1 ' ._ee / , is 1 Y • t I"(31 e Date to 3 I i Co fW 3 TRANSFERRED FROM AS BUILT PRINTS 0 By �v a al a I Co 9 j g fi 5 14 8 w _ I : o CD I I � VW rp { !, i .a. F DEPARTMENT " r h / s - COUNTY OF N W L 1) - _ I SGA LE f f X 00 POg a3 ST, ol.-C 60. 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Y .., 1_ � ,, ,..... �^ .: -.r,ouJ.w\ . . .rl_! -.! .,- f • +may `i. _ ,. G \..sb.rr.+._h-..W.Lrs.Sr1..Y� f.. d-.>.. ,4. .....>.�-i..- _ t 1 ..1., L._t 1..A. _t__:_:___'____� -a..L. ":. ._ _ _ _-. ,.'_ L..� _ 0 Pcaoe.: 10 4 F re _ �, 7ii 1-r �- , Q• � <e • � , TTT ' e 1 B •a e ♦ sC 1 r ♦ .• P ♦ r y .:\ q r l ,..-.I s • cn n I ,.•<rt I ♦n ,! • •' • ♦ 4kJ • a^ ' `k° y H F p f'• aaa sC s ♦ s a • e• • ,f ' ` o w k • • • e� 4�� ' B tr 6t k b i •• y `� - ®ffi ^ rt A , i , 9 i• H Y 8 i. REVISED TO � ENGIRNEERIN � COUNN OF Woo AS BUI " %ROSS; 5 57. �. H MEMO W, rAUFORMA SCAC 50' _. UN I N�0 19PO RATEO AREA OF THE cMOD lorss COUNTY OF 5ANI D1EgO I o —L ff m ., zyi s� µ �v AREA o . � 2 Date gy..m 00 .Z —� � scA NCi et 54R PLN9 cM rZ 09 �T _TYLER AS BUILT PRINTS a B c / TYLER �� � ✓ _., Y °_.. 54�i�S ra fUaH .I, #� q�t� .gyp . 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NOTED 10 g i ! ; , 6 , �, 4 I � sl n�E _ . t J `/ �\ UNES CAA- ,,, _ � _ A 44 'SYLEP _ ERS M NTS MD GAIMNA CAD, V I -- OF � 5 a` �� FILE s G 9 9 fi® A ffi&@�E;&V CeYEL eaPP €? S. n d:�,9'888 Fop, z � �'�xY+" ��flL°GY$ r :;y3ffi°eL3'<•S'"i,.{�4i�.,H '-�i 1w_Sx € .'S' R AkF�.:w'�inSd' _2�[In.f_S.xx;: _.'J".a^W. ...�..�Atb^.a_c+r$ m3e v'!$.aTC3i4..__..3�'H6S+r.-?E' -to&'.ffia'i' .T.`�Hi+',�fe' . . h..�"..`vTlEM$.r.id �l..fiem. "�"S.B-�,5k}.°. �LtRii� .sS�,.,� .8� ,✓.-2dnn S-r$*. fro...^t�TF's4dv'�$.fi"H.�d�.. c9 ..aih�'iaPa�5�2 s._ 4e.�.,.'�kFA1`. /4- -/683 Gq uc 16( 5q �TzIA ..,�, ,,a.�- , �� :�� :��.;� :� „�,. ��:,�� ... ,nom Y�; . ;. _ ,��,� _��_ - I r • �� ..' �-�--- �- �. ��,� ,. a =—E:F—:Ei-- Invert o 4 e R' e s. — <._ ., Hwy. •�+eezwv m.m — —- �_ ,......... ........ Asa _ a — s e (w_ — ._ w-.._ :_ -.. 110• . i Cru acts re a �d to � _ ------- - - E , �-I4,8 Vf: _ x _ pa >< _. --- I — —._ _ FEE;; _ _ ... _. _ k C G A L.. R � . 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G O L D E N ROAD � 0 AREA No, 7a � p sc —€t— C PL1N PROFILE �� 9 'Ll NO-rEn SEWE 31 5 Tv E cani 11tA11 I �f �IIVduS–fI I aeeera alasW0 \ - DR& iwL[R RE6 A–t I t L 1A 1, l 199 b f ..,'NBO.`£S8m' 2'u_JT.E.3rs... nif3i8' x]..,..Tne.'T+.i'.^3.:s�'u�.� •,3kY..,...2£,�'�"::fnvt'."...#,w.Td"�v�:5'a...;+- yc... - . ....._ ,_ ... .. __ _ - -__ .. 9 8 3/g-/63 CA -9 9 ., 1Z 0'2 UGC l°i 5,q -7 2 1 A - -� --- ---- - I � in �atw�ter dole � arner° ._-- --- -_ -- --I- _---- - -- - - - _ ___-- ----- -� -- �--- -- ---- — ------� - _ { I - , --- �- _ - - -- , -- - --- -- 1 -------- - - --- - r— --- -- -- ----- -- x --- - --- - I- ---- ---- - - -- - _---- -T - -- --- ---- -- - - --- I --1- ) I 1 lop -- --�— -- � - - ----- --- ----- -- -- — ` --- - --- -- —-- - — -- -- - ---- - - x l ---r— i -- -- --- ----- -- ----- - K - - -- --- - - --- - - - ---- -$-ti --- -- - -{ - - -- -- -- - - - - -- - , -- - .. ---- - - E � - -- h----- -- - - -- - - - - - - - ----- { - --- \l ert - - -- - !- - - ---- -- -- -- : ' - � / i -•111 � i -� t- ------ - - - - - - - - - -- --- ---- _ - - - -- - -- - - -- - t -- �- — --- Cvuslhed Rock 5—eddin -Tye m---- AJ� I -- -- — —= — C -- r- --- I E�'- -- -- — 33`-- ----- - - -- -T � I -- -- — --- --- -- — ---- ----- --- ----- : ---- �— --{ — — �---— — --!IN q I Z 3 4 5 �� 8 9 10 -- t t4) /V o� SEC . IL X13 S (SH E I A-3 //3, 00, _ f `� 140- 00 74�E r � ✓ /isx _ Yl W ... W -. . .:... W ,._. _ ,:_ :,a t„ ,, ,�,,V .� W �,,.,� �F ,. ,.. .. -�,•.,.=„a.. .. . ., ti..�.+.e..:.._ c�_ � -.aa,>�:. O .�c.i�>�.. -..v, i.:.�s.��s.�. . .v.,x'p F A-1 H o iI I i � � I ► I T� I � + Irk- I y A V 0 C A 9 0 A C R 5 - (sheer /rf A 2 l 3 D 'I _. _ w C3ate i n COW '7410 OF SAN DIE-GO TRAINSF AIRS- [� i R� wa �EWER PLAN PROFILE l� L S pRlNT �n;x. NOTED LINES Z'33 Datp,, -w hh cam- �W^ °FY.P .�{ LND�. ➢ 8 � !lei / _ . . _ WARREN 318-i6 i cA-9/o Ups - Is :T 21 A "—Amu r Lj 1 Z- r-� A I V 1-4-4h,�tl I'd -------------- 95 "i7r: V ;z /'u) N.L�-7- ;449� 112 fll% 17 Ll 4t -77t --t- EMU N vv UE, - 1:� AVEN J , kM' uw I bi \N k .�wecn 3+01 CID and VVI h C? 109ether�l The 10' 3 ZJOe 0"� Fd. 4X4 and 4+ pi, Mled or W//cc teM;5e5, c3fd all 'Moved J�om 4 Wad le. bc anifac Sca�f- by TREIC5 Z 1�p I CAUTION rF At 04 'ILA -)E:RGPOUND -7 NOTE: CROSS TWO UNL CAS,6'1v7z; IV T dc TRANSCONTINENTAL TELEPHONE CABLES AND ONE 1-416H PRESSURE 00 GAS MAIN, P, YVALI EV, 7 0 J-:D DEPARTMENT OF PUBLIC WORKS COUNTY OF SAN IME60 -41A SAN M9,50 iod, CAUFM p m 4m ROMMANIS M ( NINCORPORATE0 APEA OF TH-E IONS C nD&11" 00 A R El- o 7- 2 - N - 4,0� ——------------ PROMT NO. Date A scut NOT�D stlEE,,,T -1 VV \A/E P, I i OM -?G-?q V, TRANSFERRED FR 1.8 five- ILT PRIN'� �5CA L E,' AS BY 4 A-1 'U6 A- L A- K ......J '6- w g EEX-1 A rr By 71. 7 Date—arn�� Dpeia'i 'l ig FIN cl [q i Ta- i A ' ..... f°&3�maaccxz " ',zFi@mzb£"�T.34 .de9'"` s]£Sti• @:&fi$ �.,_+�' _' vRaa"`?"t2i`3�.hu'a ". � '.. e..m. r FAm. �....a..< .....� .�....,.,w.n..am _ v ° .ate .. ._.......e«®.s�...a .)y c?pgip .. mi zc:.a SR ' V ._ oomnsz*s ¢vrsa+vzua - a�-cam=cn��.s ' �'g .tee:rvamma.- x ev - u. f ar-m«ne..sseacxsan v^,urrw' �-mrc • � ssa-rmcmu_:, .:w.sasrcae_..-^.v-savaa xs+xv=. — "-__ "' - >_,sa�.m-.msscec. .�°--_ .mmo-s .m+z.nm•..a, .msmmaa'+i . 1 7 1 1 1 1 17-7 w (i �- ;,,.,,�, 1 T �w xi CoulneCl Jo P� a m< WY„4*''/«S4wws Ift 3 l r t COh>n�'O� ta. ex4stvIy p.M.H• �'�� vy y It m m r Vq t i.— w�• , a 4 i 60 CA r i' w. 2-7 t - " . . . . �, Q _..�^^�"�°� �._ .,. _ ",i-�_P”-;'t aM+nr" � n.� �t..t.er'-�g"_�..-•.,�.—_^_.°. _�rp ��_,. ;, ` s It r ee ._ G ' p, • N `� � ,� ��,,.y�� D X14 t. 1 i U "'W9 '-:xe ;^.- , sxx • �xi., ?.; t 'ar`ry'WORKS DiVISION �p tr, '; .2}, , • •_. ,_._ gym.. g UNl6 OF SAN DIEGO a b CONDIT � .,< u . �L. M3���C'Y�>"z+td'� � �E� 90. �G'`9titf"��,t."a - �_.. UNINCORPORATED AKFA OF THE - Date A, COUNTY OF 5AN DIEC40 - __._._. PRiN'T$ AREA No, 7Z } CD s _�. A _ A r - ._ arcs€ �voTr �,C,W�R, PIAtV R11D PRo�ttE a l INS Z� e 1 BY If _ _ x it q aES E6'CYLER n a1'�� ' ' a to to ' � 5CAI- i = a bbWN TYLER _ q , x . k", k �C• �d �. I SLtMkVkiT FIVE DATE HEIP 99 a t' y E 6e a A 3ER " 3/� -IC 77 —=�b..e2�-Yi�£�$��Y ` G �n ?�v�.'��u`>-�L.swa-. �v 4mi��rn. ,"��3.��dai�..M.�w.-rrfi $-... .- � .-...Ufa .-__......3>,. -�v`+-(�'�•.�vS.su. ._Q {??{f...i�.aa"v"'L=.Ae�$.4..�F.& ,r....eE`e:.'t"_�l..e..F.'?" 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' Z 3 j � yn 4 X 4 _G� �� ' It Fo \ \� IT 1 1 COUNTY F SAW, 6I° 0 1 4005 FfCx£Vr$iAW�- `s?", llll _ �s .. 1 COUNTY P 'SAN DIEGO 1 ' EUt LAN /AND P�MLr Au 1 �s N�5 `3v � ' t• ,\ ; ,t =`., . V. ' ': � � e�p. � �) if gZa w N��w9A. j U l° m t T ii Er !! (r\ _ I.C C. k 5 } ._i J C -I NUR Nw, 2.E PIQ. 71:9 7�7 "9�� CIc 16151 - alA b' M 11, �xs , ,.s��&�.�ear r'�•' ra�ruv� ._,.,.._.��.�,»��v '..,,ei�a�.�'y�' - z.. �;ta�".�"'.�. i�- <'.Y "��&'^' �' .fie .. _ :sK'a'. aic's re;�+. ---- - F ------ - - --- -t - - --- ---- ! - - ---+ - -- --- -------! - C— -- - -� -- - j - --- ---- - "----— -- -- - - - - — -- --- --- - - -- --- - 1 -{ - -- ----+---- -----� -- �- --_ _- --- ---- - _. --- - - - ---- � ----- --- - -- ' --- RIM OF Xl sTlMC7 WAIHOLE�--- --� � - + - - �-- r -- - - -- -- _ — _ I T-- --- -- — --- — — --- — —— �I ._— -- P �_ ru s e oc ed n -- --- �onnec �a exsi��gT an o!e - — - -- - -- ._ �, _ --- — _"�— --— - -- -- -- - —ENGNEER'Nil-� 0. TP —I t --- -- - -- - -- -- - - --- - - - - - --- 1— 8 o t n �- i � ,�' /� A 0 I� - E'. Line of /tlW of S�� _ gi�"�:-:'s G-"--�ee-- p ' -...... �—�-c'�--�^�--c G��—S< G {:-�.. �`/ --e— +^ -- ll /V W - — --- N — - �� Vs/ W _ - -.— yV e v'— -- = dJ --- !t/ W �.-. �1_lly 1L\1. 1LU . --- vu.].1 L1L\. a_1.�.L� <.a.:� ._.< . <-., ,., lam_.,`. -��a.1 1LiL! .<�<.< . a. �««<. \� \«<. .<<. < \, ..<� < <\\<� _ J� J Fnd 4'Pipes 'I Tags Fnd z Pipe ENGINEERING DIVISROIN DEPARTMENT OF PUBLIC WORK-�'� k, 1� q f s COUNTY F SAW DR60 „¢@� �� / '_�^ J e^ r_ �-. f _✓^° "T"_ r <i ;� l"� A I q ! m� /°+ t ;,s, �"'to-e> s „`�g, ag ��„: ply p eQS `rh s� a ,! D 9' �fi s b$ i�, ✓I. L. , / ✓. . �, '° 1 'Y :1aa %. C0N 1 to g c ? � ._ t SEWER PLAN AND PROFILE >' . Ditel" Noted LANE i76 2.931 - l V z~ Urarrr< � SHEET i 3 u n� r 8.,,.. rzIARREP:.'v BR R Ni E ._•,;..s1a'�sb�"sr�.m>�,_�i"',�.C. �v,..�-,rf-._ S .,a....-._<,p ais.,�..r�:s..,.,__ .._,�..._-.:< ..s,,..sr.-.<3..n.- ._ .�w.<�ss w>n.,..i,n_. 314-1683 c -9-/ uc :s - m5 ;u A Y STANDARD C.I. MANHOLE FRAME AND : FILL WITH . �2 DIAM CEMENT MORTAR COYER (SEE DETAILS, RIGHT):CEMENT ""'"3" IN UNPAVED AREAS. '- � " .. • ' NOTE * WHERE COVER IS LESS IN PLACE WITH CEMENT MORTAR THAN 4 FT , CONCRETE SURFACE OF GROUND 4;: p ENCASEMENT SHALL BED ,c\ / 7 _ SED " �+ u , F UT K lFj O I#ty . � K 2000H�8.R CONCRETE , la¢ Rr_. a I t> r .SQUARE SQUARE - t* F CAST IRON DEAD END COVER SUPPORT BLOCK P,S: (}% - ..., SEE DETAIL BELOW.. -. - _ � SEWER`, .:.� Y7 OD TOP OF fl ' a 4 u� * a�,• � PAVEMENT 1 LATERAL E H 40P d ' ' 2 , [� POP . . C C E, 4o D ,.. , . REINFORCE ALL WALLS OF MANHOLE - ..;.: ...: Ol.. , 1 O d 6 PLUG. WITH N0.9 BARS WOUND. 8PIR LLY R PRECAST CONCRETE _.L_ © . 4.1 .. b .... A a � E .. . .. ...o.... ?.. .._ R,.. __ . . ., , .. � SEWER . 3 .„ sa Q o a"e a I ON 4 CENTERS RINGS -.GONE...:. 0 ..,. .a" .. ... . ..n •rI- -too*, LB. CONCR€TE ._.. A f$ It tip' W , T a v: 2000 L B. 0 f P d a o. d 1P WY R N f _ f4 4 c cR E E B A GN a ,. . d TYP, .� so > "9I P, , m 0# Et W u • a4 IL _ ri>. LAY a �R3 34 LB. FELT,. a€ D 4 + ' a MIN ALL AROUND > Mit PLAN 3/ DIAM. GAIV. STEEL STEPS .• i 4 8 " LEVEL E 10 WIDE, .CAST IN WALL "-'•` � �' .:::• . . . '^� - 2 - - STREET:. R GROUND SURFA E : ,< SEWER C _ A .. LINE # ., !2 DETAIL OF TOP L IN UNPAVED AREA � � v' 48" DIAM. y` 0 12 RIBS, EQUALLY SPACEQ A C PRECAST CEMENT CONCR 5 ';a• ,A 5 M - O BASE RING .�. a;, NOTE -D K m - �4,r - 8„ D ', ga + FRAME WEIGHT 175 LBS. GROUT All AROUND .a. : G MIN, �? ESI �h t.&" /+D NOTE. rM#NtMUM GRADE 2R�p .. o4�' fY COYER WEIGHT 155 LBS. 8„ 18° rc A oEAORrvIiHSr1aR� o MAXIMUM 45 . SEWER MAIN �. 3i .LOPE \ °I S.. :� SEWER Q 24f2" A' BE EXCAVATED ONLY CRUSHED ROCK OR MINIMUM 0.3' 4. p .. . 'a, _ MAIN . u = C TO SUSGRADE, WHICH. IS CONCR. SUPPORT BLOCK :.•,,v v .' o: v . . Q a + 24 INTHE BOTTOM AND FITTINGS. /4 �4 _ - 'J4 0 3 6 SHOULD PI THE NDC ITTIN NS. CEMENT CONCR. F;M1N ,. - d O \4 : NOTE ; FOR DIMENSIONS A', B, C, 0 a L SEE PROJECT PLANS, .:WHEN A MINUS B END OF SEWER MAIN — IS S FT. OR GREATER USE DEEP-CUT:LATERAL PER DETAIL BELOW. BASE OF MAIN 40 d H. Q ANY REASON BE 'CARRIED BE- LOW SUSGRADE,. IT SHALL BE ' AS ELEVATION OF MANHOLE + y REFILLED TO SUBGRADE WITH AS SHAW-N ON SEWER PROFILE w J{ 3 p a < K - fSE.C'T'�ON A—A:.; � R, � T"�74 {. 1 ROC OR GRAVEL WHICH SHALL 8E PROJECT PLANS WHICH INCLUDE LATERAL INSTALLAT IONS SHALL TABULATE D F G 22" END OF SEWER MAIN TAMPED UNTIL FIRM AND UNYIELDING. L B INFORMATION IN A FORM SIMILAR THE FOLLOWING 6 8 A 2 NOTE:: CONCRETE TO BE 3000-LB. a + O SHOULD A FIRM AND UNYIELDING FOUND- ATION BE UNOBTAINABLE BY THIS METHOD LATERAL -TAME n _ a u v + PORTLAND CEMENT CONCRETE.. 233E 24�� PIPE $' ACONCRETE PIPE CRADLE SHALL BE' USED. 10" - 15° 4/2� 3" i ALL JOINTS SHALL BE MADE No. A B C D L REMA RS 18 — 27" 81/« 3f a WITH CEMENT MORTAR OF O-34� SECTION A- D 2 2 c> i' '.'•;ki [> 1:2 Mix. SEWER MAIN ',. SECTION C—C D = INSIDE DIAM. OF PIPE • - - NOTE : THE SEWER MAIN SHALL BE LAID FOR THE FULL LENGTH AND DEPTH SHOWN ~� C , ON THE PLAN AND PROFILE TO THE PAINT MARKED DEAD END (D.E.) - - 4 p: A :o .. r A 3 ' LATERAL CONNECTION Six RI a DEAD END .;, EQUAL. PAC NOTE.: WHEN MANHOLE .DEPTH . . t a { Go _IS T .FEET OR MORE FROM - v'. ' .•,d.•_r �.;. .. 9,. . i:` - ;4' PLPE. INVERT TO GROUND LEVEL;. { n � a USE ONE 30"X 48" DIAM.. RING 4 I a S - In LETTERS, i AS SHOWN, "{ 3 " W RAISED I " \ jp ..•..m. '.0-'• gib '. tj +..r, WI4EN- MANN t /4 �8 SEWER :. - „ +„ •,.++ MANHOLE DEPTH S- I" \. LESS THAN 7 FEET FROM PIPE 3 e " - MAIN INVERT TQ. GROUND LEVEL 1 f / 1 u X 2 \ - PLUG i " 4 ♦ 1 - REPLACE a - SECTION C C { E CE JD x 48"DIAM. RING 1. a __ :,o•; a• . r WITH ONE I a a _ -----,.-- � 2a afAl�: � 1 4 ^—� E w�,� 4 E $ X 48 DIAM, PRE � S - CAST CEMENT GONER. a EXCAVATE FOR 2000 I.S. a O .< - BASE RING. :, I. CONCRETE BASE , m; . F, ..:. .ry } SECTION' E- E YERr1caL pil+E r. SECTION 8— B 2 ' lW MANHOLE" FRAME 8t COVER +2 CONCRETE [VLANHOLE PLAN a1I y 046-A 1 . N SELECTEfl BACKFfIL �+ D E COMPACTED PER / 4e Z ..:-,. GROUND SURFACE �:. *: r. � it � - �LEVEL \ SPECIFMATIONB. pp rA � .. STREET OR GRO ND SURFAC$ \ It#E SECTION J J .... ... r / . \. \, . , .� \. PLUG: � , , \ ONE LENGTH i ✓y rr ,* ,o :a . i s/ 4 r / 4i � i ri#l4�\ F 3aIRE CH PIPE m % �, .``�*:"� •, r/ y\ tC r \\ \\ *\ /\\ r..\/s. i �,\ ..\a fin.. .A. ♦ ♦ a — WIDTH - Ile .! dr/ Hr;+Y, �� L1 /r r'\" °� (l 2 - MINIMUM GRADE 2 . .. a /ii / Gr Fy �\r yr fk \ \ j :. u #r l = 2 I In 0.5 0.rJ D /B TOP OF CONCRETE 1 .i, \" .* \ 1 ✓T MIN. />d o . -ac SUPPORT 4D+ $ \ \ �__ SECTION ('I-H A y{.:V :NOTE: WHERE COVER IS LESS ro C CRUSHED ROCK BEDDING THAN 4 FT.,. CONCRETE F STANDARD BEDDING ENCASEMENT 3HALtrS$ FOR PIPE SITES DROP MANHOLE °i' 'a SEE PROJECT FLANS T£E -` `a: u.. n t .. - -. z. b . �.. o - FOR TRENCHES EXCAVATED IN TNPE A •-. FOR TRENCHES EXCAVATED IN SOFT OR YIELD- � � � ,4. .. USEDr' - ,. FIRM SOIL' ONLY. . IN.G SOILS OR WHERE. EXCAVATION IS MADE BELOW GRADE REQUIRED FOR 'STANDARD .BEDDING! � \ r /89END I, INVERT ELEVATION p q W X Y .. Z % y, -- - _ — - AS SHOWN ON TYPE 'B AS SHOWN QN PI.A#8 , OR DIRECTED BY ENG1tJEER. n a �. .�' -- -- - I ` 6 PIPE 93/4 43/4 7y 2 '7 fj 1 ,. .PROJECT PLANS. / ) :, .. . . " / 4 u ..d ,tl, ,. CLEAN- AND ROUGHEN SUR- ►° 9!r..v- . . I e �\ . f .: . a: . . :. � + - .�. •a ..!r•.. '`STANDARD WYE FACE Of RINGS AND APPLY t .. .. .<? , .. \ SELECTED SACKfILL. � E PIPE P13/ 6% 91 Ss - `'9 . . . , NEAT CEMENT PA - U e - ; t/ !/ /ir. ./, y �.... J J_ 4... 4 - R E V L a 4., ;r - BRANCH ATTAOHSfl PASTE PRIOR .., ..: ,. / \\ �. r i. //- r COMPACTED ':PER TO POURING SUPPORT.. -F . r 'o• , : \ \ $` \\�. \< .''. • t - - :°,.' TO SEWER MAIN. OR ro'•-... W. a. „ : �% //i. /�/ ./r r`� \� // SPE4%IFiCATI@NS '\'\ DROP .a.. :\.: \. r /, t/.. ! SfCTiON.�. _ 12 MI#: t�.. � / , : BUILT .:.' ` 1 I - --/ , n„• DEAD END COVER j /j\ C. va':.••r 1Y E a E PpE SUB GRADJ: OF I MAX. M a � / .CRUSHER RUN MATER`kifi-. £ ¢ D /:r rr� \*• *>\c\ 9•f.... >t ai , 2 1_�._. a'. . '- .> > 4 -._ _/ // Vii. /. '4::. O CONDITIONS TRENCH WIDTH + SECT:t©N — ELEVATiaN \ 'v :?1 }Q..:,. 2QQQ LS. C`aNCRETE v :I o• ' / ' / ,.,. T 2 ( `, d <` NOTE FOR 'DIMENStO#S AIL 8, a e L SEE PROJECT P=LANS. ” /f� �:: /...\ - ... .. ,. .,, : .TWO LAYERSOF 3018, f . j - _ > d. i STANflARO � r FELTAt_LAfl0UN0. DROP MANHOLE -- BEND " 4. BEDDING .o ,.:D, , .. Q. • ,>,,,. ,:.... - a 1.. p , >a. . . a k D60, EEP CUT LATERAL .�`. :,'d ° lr o, :.;H" J7 .: 1\\/ - � \\\. :,/l Jf ' y n. , Z _ i r PLAN TYPES: MINIMUM fliME#SIONSI tr ao TABLE OF MAXIMUM AND fl MINIMUM TRENCH WIDTHS END OF SEWER MAIN -�! - H . PIPE SIZE ' vj E: VITRIFIED CLAY PIPE SECTION F- F Ty E A .3T3 D' a tS+ 4a 4» ti \ Ka 8 r* - TYPEB .S D IB 21 5 S: O Q _, PIPE SITE 8" 10 12" 21" 24" TYP C .75 D' 4 G `B z� TWO 3/8" X 2 4" GALVANIZED LAG 2T MAXIMUM TRENCH WIDTH 2 2. 2 4 2 G 3:. 1 3'-6*' 3 10 4. 3/ A. ZED SCREW ` - ,� " .a ,.��,,� ;,.,?. >.. . P :°1 :N ..... S h2.. f.2 EXTENSION 4 GALVANIZED PARTIAL CONCRETE CRADLE a. 30, _. .33 8 : B Vh\` •> �7 . n, , v r, �- .� , -.•.:.., , ;, � .MINIMUM TRENCH WIDTH 1. !0 . 2- i - - 1 - i+ 2 3 2. 8 :2 0 TWO 3/B X 6 CiAWAN12EDLAG SCREWS ,I , ." :u •.cJ $. 39 9 S . . ,. - :,;'.: . . " ' .•7.,.c.,_ SHALL ALSO BE USED WHERE TRENCH WIDTHS � ,. , , a. }'..,I • .... -. EXCEED H o P. ED T E MAXIMUM WIDTHS ALLOWED AS y SHOWN IN TABLE OF MAX. TRENCH WIDTHS, CONCRETE' ENCASEMENT �. 5* v , r R :, 11 : .8 0. SHALL ALSO $E USED WHERE C4Y$W IS a . „I a • / Q p_. p THAN - , :; �I . I . :. c CJ P. V.G P LESS T 4 Fr. e. / IMNC31N�aIs.RII+I I IV 10N F " a I� A T M I~ _ r . fl , . a : EP B ANT PUBLIC WORKS g _ •. — \ ,MIN. MIN. '. G. , - ° #'+ y . _ 8 ¢ 8 \ { r, z �,yy .,- _ 2000 l8, CONCRETE Z 1, [[ 101YlI RCSiiCRAlli Et. ; . .. O00 LS. C0# R TE tr 4 V: . 1 3A►t f@IJMA 4. CA rANIA a \ R G E 4- SPIGOT END E1': c9 •'_., .o, ...c -: . SACK 3 Ml#.?> , , p . ,:: . / - ..-. 1#6 SLEEVE . . ._. ._..•. ,t :`, -.: � • : . : , , :... _._, .i . • ,, ,, JOINT COMPOUND P : . . ' 2000tS. CONCRETE 4- N .. - „4 '' Ca CRUSHED v . . . O !.P.. .. v. f f R 141 I♦'3I m g_ �•? _, . . _ � ,.• 4 . ,. ROCK OR _ . . . . SEW£ MAIN 7 r rn ,;, . Z � � �� I.J1 GEYtt#T JIR4UT ► NOTE 6 �». n ,:y..., GRAVEL Ig 'SU$�. : . [ .i _• ,• _ DIEGO � ,, ,q u — a s I GRADE rs UNSTABLE., t E> DROP MANHOLE SHALL ,:.. , . .::.' !! / .;rv.: ";1 1 'I A: " \. y: ! ,",• BE ,.,..:. : :v. ,{.x IF IS 1N • IDENTICAL WITH STANDARD a .' \ ice • tI , IC, , +: . . ,r. 2 MIN, . s � .-. . .- ,.__ , . © � r C I.P. V.C P. � �.�r�,: � ® 45 n FIRM SOIL OMIT - u • 4 ' - / U A Y CONCRETE MANHOLE E%C£PT - i \� / /\\\ ®. g J'r. MlN. _ 3;+'i ROCK OR GRAVEL. . .=4'' O �: \�;: ' A .: It . IM #P. . ! R' a JIBE NONE FOR LADDER LOCATION AND ,4D - STANDARD DETAILS ° `^° � SJMi PIPE DETAILS AS SHOWN_ � $ECiTFON.; : EL V'b,TtQN - - BELL END SECTIO•N 'C�— G CONCRETE ARCH JACKED PIPE' ENCASEMENT a .rll J.L.S. EWER CONSTRUCTION FOR DR �' CONCRETE CUT-OFF WALL JOINTING OF CAST IRON PIPE(C.i.P) -- S IBt1t>tY O MANHOLE BEDDING CONDITIONS and a _y., 00 SPECIAL BEDDING, PARTIAL CRADLE, ARCH. ENCASEMENT COMPLETE ENCASEMENT OR JACKING SHALL BE PROVIDED �* � /�. 1 F" I P E ! V,C. P - ff 1--- ^• J ED C L A \ ' 9 T ILr�I _ AS INDICATED ON THE PLANS OR IN THE SPECIFICATIONS. '� � ,y, y.. wApgGHka> H4Y crc � &a px , t. J• " - 4 .tea; Y:; - z'. '' , , ..