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HomeMy WebLinkAbout1999 - Paseo Lago, Prado Verde, Cielo Grande „ _ . . 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III.�.IE.. .f11.I�..I��.I n".LI S I I���I..�I.I II IeII.I..II I,�.­II I 1I I I(­�I I--II II�.II LI I.III I.II .I.L I PI III I I S.I I oI�II I..III I..I I.IIw�III I I I HI.­.I S O B D E OV£D COU C L ESQL ON O 25 92 3 10 92 1 f 2" R M I NI M U IW,�I R jw. 50' . . �" 1 2" 1/2" {ON JOINT TI . }- �LLERS � CON NU US .I II�I�.IEI II ` /2" RAD. 3/4" RAD. {3) /2" SMOOTH DOWELS t4) A° _*t* `�. EXPANSIQ I JOINT 0.70 x C.F. RADIUS X11 . s -- OT .I...LLw­II III. I0IIII I I..AI L"I.ImLL1 I I III .11I L LI.m,.Sm�L�I.-�. LI.I I 1 I L 1�I...�I I I'I I s..II�.I.. II I�.I II Iw I..I1­,II...�.I I.IIM "..III I 1L III I IIIII. I�.�I II IL ..I, II1�IILI. II 11 L. II .) 1I II 1 II 11I I" �1.I II IIII LI1I I II .II1.. .111.1 6' 1.6I 16' 6' 2' L Ck� I ,... ,--N- ...,... .. - ..„y-.. -ter q ` I1I.ILI IIIII I. III I. I II II IIL I. 4•� 129 12'-- "'" 4� BIKE BIKE 3" 5" 3,. z •"."„`ft%" " 2" MIN,.TYPE . PAVEMENT " . 16 w WIDTH TO B A.C. (TYP.} w ASPHA 7 STANDARD 1 „COMM C '� . - ONCRE / " m HIS POINT ` 4 0 4'- " O.G. A lA� A' MP 7°E FX i 2% 1t3I " PANS ON MIN 16' MAX 36 /�,, . . JOINTS . -4;�-r - --«.- `~-- 0- 1/2" EXPANSION JOINT MATERIAL DEM�AL Mlty a l� ` r % . 2, M 2Q, r .�. ,-� pq�,,�.M r� DIKE ��� A.C. TYPE "B" --�"`_ /,, ..... r "` I STRUGTU #4018- O.C. 3" CLEAR ,; 6" MIN. CLASS I! I . KFILL STRUCTURE CLASti, t BAC I II '.- gACKFILL AGG. BASE (TYP) G aG ' E ` . . gAS . ,'�' . . . „ . T1�'�,'.�,..,�. A.C. DIKE . TYPE A r ^ ' �� . . PAVEMENT WIDTH MEASURED TO THIS POINT w NO SCALE 6' 1/2" 18" STD EX NSION JOINT 1- � W , PA ' 1 2" R D. .Q EXPANSION JOINTS , ..I .. Q . .. I SHALL BE f LACED 3" 4" RAD. " 'I LL AT 25' 1N(TTE.�it'Q►',A'jL'S, Y q �f4 , 4' '- 3" Off'DRIVE- LE * EACH SIDE VARIAB . 12- - 12 I Tek{Y DT#riZVA15 BIKE BIKE Cv 3 " 1/2 RAD. m 2" MI 3/4" 1 2" M! TYPE "B" 6' N. TYPE g 1- E IN " " """-"'-""--r� JOIN75 SHALL VAR�Yd SU ACE ��, ~B" A.C. (TYP.) 1/2 � x �e 14 �.. N . a.c . • . r.' . • OF JOINTS ADJACCENNT � A PA 2--- 1- t;REASD SMOOTH 3 3' RF SEE -DWG. NO. 41'8 . FOR IKE - TAILS 2 r• D DE . 2 2% DOWN OR VE 4 ,< r A r <• • . ' ,• '.4 •A EXISTING IMPROVE;- 4T , .�.> �- REB2 W/SLEEVE C VINE qp , MENTS -.- - R CKir . TALL EXPAhION S •UC £ Bd ILL. •' ,. � `• •._r.r. it• '•.•-+�•: . y 7 JOINTS AND PROJECT SECTION 6 MIN. CLASS 11 AGG. BASE I . . " C NTS, E (4 #4 EQUALLY SPACED , " '4-I-- CONSTRU TION JOt $ MIN. CLASS II 3 CLE #404-OO.C. TYP A AR AGG. BASE TYP) NC? AS AI .'ALTERNATE THE . . . - . .AN � OKER CAi+i BE ELIMINATED D THE AGG, BASE .CARRIED :. . . '.. ,. - k . TO THEHINGE POINT. " r» " - 6 1 TYPE A AND C CURB TO BE CLASS B P.C.C. , 2' 4 2 DIKE TO BE TYPE 'B' A.C. 2;G 3 STRUCTURE BACKFILL PER SECTION 19-3.05 STATE STANDARD SPECS. . . . - . : CURING METHOD -- NOTES: , . w . . RI Y P N RI 1. ALL CONCRETE MALL CLASS B P.C.C. MIXED AND PLACED IN ACCORDANCE * . 2 A,C. OR GR,4VEL WAIKWAY CU NG SHALL BE B IGME TED CU NG COMPOUND METHOD ACCORDING TO BE PAVING MAY BE REQUIRED BEYOND THE RfW LINE tF NECESSARY TO P VI F N - P I N F T TANAP A ' N'.DESIGNATE STT'W TS AS THE RO SIONS O SECTIO 90 7 OF THE STATE STANDARD SPECIFICATIONS. WITH THE APCABLE CABLE SECTIO S O THE 5 ATE S ND RDS S ECIFIC TIONS. CONTROL SILTING OF THE GUTTER O D E CPOUND SHALL BE WHITE PIGMENT TYPE ALL FLAT K SHALL BE 8" TH .. ,APPROVED BY THE ENGINEER URINE COC4 2. WOR ICK. ` . N ' ZO (MAY MEAD "TINE) . _ P.C. CONCRETE MAY BE USED AS AN ALTERNATIVE PER DRAWING NO. 423 ._ . . . DRAWN BY: DRAWN BY: DRAWN BY: , . . CITY OF ATASCAC?ERO CITY OF ATASCADERO CITY OF ATASGA©ERO DRAWN B`(: CITY OF ATASCADERO R.A.L. [?RAWtNG ND; R.A.L. DRAWING N©, R,A,L. DRAWING NO. ,A,L, DRAWING NO. ENGINEEf2ING pEPARTMENT ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT , ., ,DE aIGNIrD B'Y: . - DESIGNED BY, DESIGNED BY: DESIGNED BY: S,J,S,. . s.J.s. T"1 'IS s.J.s. s J.s. . DATE: C& SEC D : D TE: D TE: DRIVEWAY APPROACH 27. 92 ► 92 CURBS 41 $ � 27 92 CR�35S GU�"T'EI~2S 4214�4 92 FELE NAME: RURAL COLLECTOR FILE NAME: FILE NAME: � FILENAME: WITH AC DIKE A 4O3D AT41$.DWG AT42L WG 4 . . REVISIONS APPf OVALS REVISIONS APPROVALS REVISIONS APPROVALS REVISIONS APPROVALS A NCIR S tl N 1 CRIPTIONS BY 'DA APPRt3V D COON I R TT N - 1 RIPT A APPR V N R S N - 1 DESCRIPTIONS BY DTE APPROVED COU C L E OLU ON C? 26 92 3 0 92 DES TE E C L ESOLU Q NO. 26 92 3 O 92 DESG IONS BY D TE O £D COU CIL. E OLUTIO NO 213 92 3 O 92 DESCRIPTIONS BY DATE APPROI/ED COUNCIL RESOLUTION NO, 26 92 3 10 92 . . . PROVIDE DOVER LETTERED 2--1 A R NOTE: 1. PRECAST PIPE, ADJUSTING RINGS AND TAPERED SECTIONS SHALL BE,CONSTRUCTED "MONUMENT" OR �.... ORANGE IN ACCORDANCE WITH-STATE STANDARDS FOR CLASS 2 REINFORCED CONCRETE. . - - "SURVEYO BURNISH.ENTIRE .TOP SURFACE ALL { PEC GTT N AL T D . " VARIES TYPE-•5 REFLECTOR 2 JO NTS BETW+WEEN R AST' � O 5 SH L BE MOR ARE . ,, i , r , y /8" PER STALE ST DARDS AN . " , �� , ,, �: 1/$ 1 4 3. INTERIOR OF THE MANHOLE SHALL HAVE A SMOOTH TROWELED SURFACE. . . " " 1 1/4 ,�'�' .,,� A PAVEMENT WIDTH - 091" . MA E C 5HAL AVE THE WORD ST SEWER MOLDED INTO COVER. . . •-- tt, ,� , l 4 NHOL OVER L H S ORM THE NO SCALE' �',� - 470Q ,,,L �. _' /1.� $ O.C. VARIES MANHOLE FRAME AND COVER - PiNKERTON A - 640 13 3 4 COMMERCIAL RED r .t. " MAX. A 2 MAX. LASS "A" P . BRASfi CAST Ittii SAND. ,: © 3•-6 M . CONCRETE COLLAR,- C .C.C. ,LEAVE ROUGH. 2 1/4 A 6 SACK - 3000 P.S.I. r, NO. 4 REBAR ALL SIDES . , / . :. ---- 3 4 DIA. .,•,. A . f .. A . ANCHOR ter A _ +. �, PIN, TYP. r� �- .. 6 r, ,, 3) THREE .. '' 1f4 . �.�..:= -.� MIN. . LACES. / " o o O ----6 . ADJUSTING NGS A . . 24" REQ'D (''� '� MI AE ON RI S . . � - . NOTE: PRECAST TAPERED CONE OR . 1 . . ENGINEER OR SURVEYOR SETTING THE MONUMENT SHALL FLAT COVER MANHOLE . . . INDICATE EXACT POINT BY MARKING A CROSS ON THF CAP. ► REDUCING SECTION. . HE SHALL ALSO STAMP HIS LICENSE TYPE & NUMBER, m . . _ .. T L R 4" .2. MONUMEN WWEL TO BE ,BROOKS PRODUCTS No. 4T`T O . . .. EtAL. BEVEL BACK EDGE OF POST . . a . . SME g" It o > PROVIDE KEYED) BASE FOR . , REFLECTOR 7F r� a Q° 2"x8" RAIL ANCHORED PRECAST SER SECTION. T W 5 30zi NAILS AT EACH / RI OST { ) . a . t I P TP. . , A * • LETTERS'DEPRESSEL3 A ►•� /32" DEEP "U� CU - •,:r' - 1 T AFTER BURNISHING. " 6"x6"x7'-0" ROUGH D.F. :• 6 z o - , POS ( - NO SCALE kktt � ) o `, ti � r C � VEL N 0 I L SET 1'-O" MI -•r...,.�--.M' INSIDE "; 1, SIGN BLAC)E5 TO 8E EXTRUDED ALUMINUM, "� . , 7 13--3 4 ' 6063-T6 ALLOY, DEGREASED AND ETCHED f \ END OF PIPE TO BE INSTALLED PAVEMENT C A . �P WITH GREEN SCOTCHLITTM APPLIED TO BOTH 7' MIN. T / FLUSH WITH INSIDE OF MANHOLE. . . r' «• �<.;t, -,.r„; SIDEWALK IN5TL. " + ° k%' r ,. _ P �U SURFACES 2 STD i- ¢ � p ` R R 1 �: ;YM ..�:• ...,.' r.. •t •a`r. ,'1. I^ E UIRE GALV, W A. A i, r� . -:h v ."h :.� i. ,> b...,: 2, POST-T0�SIGN BRAKET TO 8E.DtE-CAST �Q 360 ALLOY NTH TWO ANGLED GUSSETS ,r�+�•^ IRON Q SMALL PIPE INLET ix�, , , i ;,. " PIPE ` � 1 ?z by . ,i fi f //J f.r, .. I]St.iJ�,a EACH SIDE FOR SIREN 1H. TO FIT 2-3/8 i • . l _ CONCRETE �" O.D. GALWI, PIPE 2 t.D. . AGN--TO�-SIGN . .. 1. RAILS TO BE 2 x 8 CLEAR D.F. 545 AND ,, AR T -1 4 DI >R COLE T c » " " " r, \' -- O BRACKET OBEMILA .CONSTRUCTION . :�� ,r 1 " " t POSTS i0 BE 6 x 5 x -Q ROUGH D,F. . . BRASS WITH 90' AND 45 SEPARATION. 1/2 x4 PIN } ;y'` ,. 5 = z RAIL JOINTS CENTER OF . CAP pa: DRY PACK 2. BUTT ALL ON •,," `, ,, ;' A ': ' • . Lf PITA T I T R CONCRETE POST. A R V - 3. CA L LETTERS O BE D E-CU SILVE 3 OD SH BE PAINTED `L ., ,. .. SCOTCHLtTE, SERIES B. ALL EXPOSED Wo ALL A , 3tJ" WHITE, 2 COATS. 8 UM O BE ZINC 4. ECTORS T BE 4 SCREWS FOR SECURING BRACKETS T STANDARD W2 i R REEL 0 N 4 REBA " PLATED HEX SOCKET,HEAD SCREWS 1/4 x1/2 . LOCA IED AS Sl-it3WN. 4 FLOW LINE MATCH FLaOR TO . 2 GALVANIZED LA . . 12 O.C. EACH WAY FLOW LINE OF LARGE INLET PIPE IRON PIPE FILLIrD 5. PAINT PER STATE STANDARD SPECIFICATIONS, WITH CONCRETE SECTION 91-3 POURED-IN-PLACE SS "A" CON . CRE BSE, . • 4r . . ria SEAL: . .. R A Y. DRAWN BY: WN Y• R A WN Y: D WN r3 CITY QF. A ASCADE:RC? CITYOF ATA CADERO DRA B CITY OF ATASCADERO D B TTY F ATASCADER(J T S C O R RAWIN N ,A,L, AWN A RAWNING N . R.A N R.A L, D G D. DRIG G ND. D D ,L. L3RAWING D. DESIGNED BY: ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT ENGINEERtNG. DEPARTMENT QESI NED BY: -- DESIGNED BY: DESIGNED BY . , - S.J:S. S.J.S. � S.J.S. S.J.S. . „ . D T ' II 1m.I.." J {.}' 2 2 A 2 .z7 s7 92 2 2 92 WC� D SEAM E3 RR CADS 2 27 92 ..h�1-_-.I STANDARD I EET AAI: tUI TIENT` STANDARD STREET SIGN STORM DRAIN MANHOLE IL.E. NAME- t FILE NAME: FILE NAME: . , - AT4 6.t3 G. _ AT427. A, 4 .DWG AT501.DWG . . . . . . R V ! 1 +Mr�rr .:` i . . . . . . NO. BY DATE DESCRIPTION .. . . QFE$ R S 4 / . t F t .. CONSTRUCTION DETAIL . � • , 9 T , A � A . I �. c1' . . . . . . w ENGINEERS . c YN . A A337 �► ..,, ,. . fits > PLaNNERS X . p,6 ":' /3a/p2 YO r : �„ SU R VE R S x . ' . . . , X21 �` � - 364 P�aciiEc Street '' n i i A 34 1 . . Sa Lu s Qb spo„ C t7 J4H F LK NS11EN R.C.E. 3 7fi IMXP. 6-3(}-- 2 DATE' 44 (805) 5 -74Q7 I.I . . . DESIGN BY: DRAWN BY; , H.CKED BY:. JCB N MBER SCALL. SHEET: C E . . ' , . . . LRB LRB JRF 970744 NONE �fi; .OF 2 , . . , . . . . : .. . :` A/I ILENAME LK1=SHT26 DVVG fSM- . . ., 11 _ , .. - - - ,...:..>.,..:..r.-gym ,�.,..v,_�-.�.,,_ .»,.m_.�...:- ...�,..-��.,�..,-,,,..,...,.._............._____....,.-.�...,,...>...�.......m.»�,..._._,-_...._-_`___...._ ....__...,,.�, . �,. __....__,-._--.m_•____....-... .. ... ,..-......,..,.-__ ,_..-....... -.. -- - --_..-...._,a._-......._. _ .,..... _... _,_... �... .>, .�. 11­,,,.., .........._.,-„_-,., -,.,,..._, .. _,..... _.....,._..._.__.,,.,__.„.,,.,.,.,.............._._-- _...____'_ ...�.,.....,„-..a,,.....,.,..m... ____,.... -,.:�..-., .. .... .. . . . . :.. . . . . ,. , . . . _ . 11 .11 APPROVALS S REVISIaNS APPROVALS . REVISIONS . APPROVALS REVISIONS AL fEVISIOIS APPROVALS , 1 . . tP ! Y AT APPR COUNCIL RESOLUTION N(3. 2,6-,92 3 9 PR N t RE L TI N N, 92 1 DES R TONS B E> E OVED C0 O 2 P Y AT FSP N t } UTI43N NO. 26 9 3 1� J L3ESCRiPTIONS BY DATE AP OVED COU CL SOU O O 2E"s 3 0 2 C . S FtIPTt N5 I~3Y ATE APPROVED COUNCIL RESOL.UTiC)N. NC7, 2 92 � 'I4 92 DESCRi TIONS B D E A R®VEI,3 G0U C L ESOL 2 2 . t1 C - C� _ NOTE: REINFfX2OING STEEL SHALL BE BARS AT,#8" O.C. NdTE: 1 WITH NEW SEWER INSTALLATIONS. 12 .PLACED 1--#/2" GEAR TO INSIDE I3X UNLESS OT'HERWI tY P ST REINED D MANHOLE SES 1-1 2* BATtER ( . PROPER LINE NOTE©. BASIN FLOCXtS.SHALL HAVE WOOD FLOAT FINISht GUTTER LIP " EGA RCE BA AND A MINIMUM SLOPE C 4;# FROM ALL DIRECTIONS TOWARDS 14 (2)WITH • ' BACK OF CURB EXISTING SEWER: " " �-�-^- QU't'f.�T :PIPE.. USE CLASS A P,C:C FACE ANC1E TO EXTEND GUTTER FLOW LINE � POURED IN PLACE CLASS A CONCRETE '.'" SAME SLOPE WATERPROOF ST D •'`. �*, T AS GUTTER .FULL'WIDTH OF BOX., / T MANHOLE BASE PER S.L O. CO, AN ARDS ND (45) BACK OF SIDEWALK , DRAWING . S 3 . 1/$ BE STOPPER & G NO -- . ' 4" MIN DIA, VARtE SEAL71. j. 1 % \ . "ri 3 ._ -.. ��^ 3 MIN „ '•:.., i I 4 MIN, DIA. , „ SHELF MANHOLE FRAME AND COVER TO CONFORM . 1 . . " :..N',� H A A SEWER LATERAL ,/--SIDEWALK PLACE t 2"x36" 1 SHELF WITH STANDARD DETAIL NO. 608 . . /� x 6 . ANCHORS LVES sTEEL RI✓ �•�•. �• , EWER . BAR ���•.��'�� SLOPE SHE - •, �' TO DRAIN1. ## _38 S AT END O . VARIES LATERAL "� NOTE. NO LATERALS ARE TO BE . I CONNECTED TO CLEANOUTS. ...�P .� _ ,' 3 MIN SEWER' MAIN {'� �'lI...AN V`EW .. ' f a e -11 PLAN t .' {. p 7 3" A CITY ENCROACHMENT PERMIT AND PROPERTY LINE + , a'. A1 I INSPECTION ARE REQUIRED FOR SEWER t 'e 'ten Vw �'.. •t. ' ' ,: SERVICE AND INSTALLATION. ---- . . a, f. 5 ,. _ ;_•; A.C. PAVEMENT :' a.. 6 :`�'' � t CONCRETE COLLAR 2--8" t CUI�B SCORING UNE "S" 4 * ,,.,';. �:. `',: ``�,-- PAVEMENT - - # ,� , % . - a ",.. i• 1'. a °,t`, OR RING 9" MAXIMUM)3 RI '. $~ s " SER ( M PLM . J__l - .1. { I 11 . SET1gN A A 2" CONCRETE BASE MATERIAL 24" J. COLLAR ONCRETE TYPICAL) . .►�'" : __.._MANHOLE WAt LS SHALL BE A A N ---- _ ___.r ori RECAST TYPE CONFORMING T 0 1 4 REMOV CAP•�-" ASTM STANDARD 0478-61 T OR PLUG $�-•-Q" OR LESS " 1 .4 RADIUS r GONCRETESP PE REINFORCED ABLEFOR : 1/4- RADIUS".. " . --1 TO 20'-O. 8" CURB do GUTTER � A MAIN '' o E WATERTIGHT TTE --- SAME SIZE } • .. L2-•1/2" x 2--1/2* x 1/4'0 � � I MIN. t MANHOLES SHALL B . . ANq E 1'fl► 2" NOTE: r MIN. LATERAL SIZE: W t7^ . ." 1/4 •YP. MATCH FACE ,� LATERAL SHALL, BE CAST IRON PIPE A 4" DIA.; MIN. SLOPE n JOINTS TO BE SET IN A WATERTIGHT . . . 1/4 ,. 1/2 Ja @ #8" O.C• OR PVC PIPE ENCASED IN CONCRETE t/4" PER FOOT SEALANT APPROVED BY THE . 5--#I2 .WHEN THE COVER IS LESS THAN 36 _ CITY ENGINEER. . OVER THE TOP OF PIPE, OTHERWISE, PLACE 12"x36" ' . . - LATERAL SHALL BE SDR 35-PVG. STEEL R BAR > . , MITERED BENDS ( / ) ., ° I. . �E AN „r• OR AT END OF 1 8 LEAVE OUT PIPE IN CHANNEL OR PIPE , I 1. ;. _ LATERAL !, SHALL BE PRECUT BEFORE PLACING NOTE: FLAME SHALL NOTE:C�tATE'S TO BE BICYLCE PRQC�' � WYE 6"�; 48" ;: 6" BASE. . BE DIPPED OR `� PER STATE STD. PLAN D71'-B RURA AREAS SANITARY SEWER LINE 1. PAiNTEIJ tN IETAN, "B" ONLY �``�_ NTH INFLOW AND OUTFL"O"W"COUPLI G5 COMMERGIAJ. QUALITY 1f8 ®END (45"} SECTIC}N ATI T ENGINEERED INVERT, AN ASPHALTUT M PAINT. � I � �, RB . QR ..OPE AG I CU INSTALL %. CAST N A E GlNEE ED NVE CLE, 3 1f2"x 1/2" . 1 . DETAIL "B"'•- -- AND SLOPE ELEVATIONS. , • 1" RADt . MAIN t=' WATERTIGHT SEAL IF NOT cONNEGTED O E. ° Us SEWER NOTES: TO BUILDING SEWER, N T WELL TQ BE No. 4TT WIALVE n a .•s •.� BROKEN OR CHIPPED RINGS AND CONES ti ►�. 1/2" l `, '. ' " " BOX WITH CAST IRON FACE SHALL NOT BE USED EXCEPT BY APPROVAL u ,r. •,, '!. S SHALL BE MARKED ON CURB OVER LATERAL. ' �" i " " AND COVER $RQCkC$ PROD-- OF THE ENGINEER. FOR USE WITH 2. THE S SHALL BE STAMPED INTO NEW CONCRETE . 7 ! . A DUCTS INC. AFFRONTED cv •'.••'•;.:.•;:.••- . « 24 WI GRATE Fn AND-SHALL BE CHISELED INTO EXISTING CONCRETE. , • . * 6EQUAL . CAPACITY SiiALL � I . /8 TH SH BE NOT LESS THAN 3 HIGH 2 WIDE p • N 3 E S" ALL E ADECIUAIE I~OR STATE 8 MIN.' •',.• 2..0" EXP' 4;.<4 MIN, M - •..' ..' .4.••. JCA#N AND 3/1 s DEEP. «". H2O--S16 TRAFFIC LOADING. .•=. 1. RUBBER WATER STOP WITH STAINLESS . n L'4"x3"x1 j2" ii 4. MAINTAIN MINIMUM 5 HORIZONTAL SEPARATION FROM STEEL BAND ATTACHED TO ALL Ju W#NG TRAN5,1110 PLAN . " WATER SERVICE. 60" MIN. FITTINGS TO INSURE WATER TIGHTNESS. . 11NOTE; PIPES 'CHAT ARI: UNAI�t. T'O ATTAIN 3. I�IIN. * 5. INSTALL MAfLETIC TAPE AT A DEPTH OF 24"-32", THEN r= -�-=� $- 5 CLEARANCE FROM INSIDE BOX WALLS WILL'REQUIRE UP TO .SURFACE. VN /�!-A . ; A DESIGN APPROVED, BY THE CITY ENC,INEER. . . ., E . . . . . DRAWN BY, � 5RAWN BY. DRAWN BY: R DRAWN BY• CITY OF ATASCADERO CITY O ATASCADERC7 CITY OF ATASCADERO CITY OF ATASCADE O R.A. DRAWING NO, . R.A.L. DRAWING. NO. V.S. DRAWING NO. R.A.L. DRAWING NO', • ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT SIGNED ENGINEERING DEPARTMENT t31M5 Gl�IED,BYs !G - - DE tGNED BY. - S.J.S. V.S. S.J.S. 5..1.5. DA a TE: C}ATE. DA E: TICAL ECCENTRIC - CONE � . a X27/92 STORM GRAIN INLET 5tf� 603 �� 92 SEWED LA RAL Ly ►CATIN 02 z7 s2 SEWER CI,.EANC3lIT5 02 �� s2 LE,NAME: FI E NAME: FILE NAME: A E NAM G I�'�?ECAS"1"' CONCRETE MANHOLE AT502.DWG AT603- 11AG A 625.DWG REVISIONS APPROVALS REVISIONS _ APPROVALS REVISIONS APPROVALS R N I R TI N N -9 3 1O 92 DESCRIPTIONS By DATE APPROVED COUNCIL RESOLUTION NO. 26 92 3 1O 92 DESCRIPTIONS BY DATE APPROVED C UNCIL RESOLUTION NO. 26 92 3 1O 82 DESCRIPTIONS BY DATE APP OVED COU G L ESOLU O O 26 2 -- NOTE: . * 6" BEHIND 4' ATTACHED SIDEWALK' IN MINIMUM COVER-BOTH CASES _ RESIDENTIAL ZONES OR AS OTHERWISE SEWER MAINS 48"MIN. . APPROVED BY THE CITY ENGINEER. WATER 36" 12" COMMERCIAL ZONES TELE., POWER 24" r GTOR 48AS " . . SKID RESISTANT CUT EXISTING ROADWAY TO PROVIDE VERTICAL S MDRAlN MliV, SURFACES AND SQUARE CORNERS. CUT EDGES T L TOR --- WILL BE STRAIGHT AND NEAT IN APPEARANCE. * P.C.C. CURB. POWER STREE IGH N TELEPHONE AND GUTTER PROVIDE MIN #2 BENCH . FINAL " MINIMUM 2 INCHES INTO UNDISTURBED GRADE ROAD BED (BOTH SIDES) , . 12 ASPHALT OTHERWISE NORTH OR /WEST SOUTH OR EAST MATCH.EXISTING. - * HALF OF R vV HALF OF R/w 5 .11 . I I I � I I . .. �. . . �I I I I I � I . I �. / I . - _ ,. n ' oy\ ° o a1 ° o ` o_ o >\ ° o n\ ° n y\ ° a �\ ° o yl ° o y1 °'� .. _. ., . 0 0 / 0 0 / ° o / ° a / ° o ,, ° o ° 0 0 0 o o I . - •. 0 y��d- n y p Q� �n n Q ' Q.n n Q_o � "o Qty ' . O n o n y 0 . Q �, d• N ' SEALED BLIND SANITARY N PICK HOLE SEWER , 3' MIN. z Z 3' MIN. ... . . 1 95X RELATI COMPACTION Z. � '` f' 60 V, ' �i' �00 . . �: . MIN. 6" CLASS 2 24" AGGREGATE BASE POWER, PHONE, . AGGR 11 11 . , T.V. CABALE. . WA R G S AND SEE NOTE BELOWL "SELECT BACKFILL FI+<EE SEE DETAIL __ - FROM DEBRIS AND r BELOW CONCERNING TRENCH INSTALL DELETERIO�IS MATERIAL. IN EASEMENTS. MAGNE71C TRACER STORMDRAIN SE R . TAPE CAS I %' V v �� ( .0 CURB AND GUTTER) . COMPACTED SANfl P"C R SOX RELATIVE COMPACTION OR APPROVED NOTE: . GRANULAR MATERIAL. STREET CROSSINGS BY U'TILITIE'S REQUIRE A MINIMUM SECONDARY POWER CABLE T.V. ♦ 4 • ALL. CONTACT SURFACES T OF 30" COVER AND TO BE AT RIGHT' ANGLES � . _ 0TELEPMON gE MACHINED " POSSIBLE.. PRIMARY POWER ' WHEREVERSIB E . 26--1/4 , TI •7 ES " . .�. . .�Ao,a ,, * RESIDENTIAL ZONES 25-13/32 6" fr., -...•`•1:A.•,l:d?,• . • �•�. DETAIL "A" ' .. .. °... `,,/ ,rte .\ e�,!` . N „ •.��,'1• 3' a °lily` 25-11/32" } N -h°�" ...6, A 1/ 2" `8" MAX T6' MI °f: 1. ,. . 1 ♦ ..;lr.@. tif: ;f:••••:fo f;�:• NORTI"Ri 0R WEST SOUTH OR EAST 1.C- TAPER 6 BELOW FL s .. HAL a /W HALF OF /W F i= R R I - I I . � I I � I . 24" A CITY ENCROACHMENT PERMIT AND " "Y' ... INSPECTION ARE REQUIRED FOR "X" "X" 31-1/2" TRENCHING IN PUBLIC OR COLONY MAX. MAX. . GREATEST O.D. DIMENSION RIGHT-OF-WAYS. POWER, PHONE, - - AT PIPE JOINTS ABLE . ' 5OUTHBAY FOUNDRY 1900} . t'., DETAIL "A` ', AND T.V. .:. OR APPROVED EQUAL . I . SEE DET , ABOVE NOTE: A MINIMUM 90% RELATIVE COMPACTION IS PERMITTED IN A NON--ROADWAY T`ltENC�•1 r, - BUIL "X" "Y" TORMD AIN SE R . WHEN NO STRUCTURES ARE TO BE BUILT OVER THE TRENCH. IF STRUCTURES ARE TO BE T STREET WIDTH MAX. S R . . OVER THE TRENCH, USE RELATIVE COMPACTIONS MOWN CIS THE TRENCH SECTION ABOVE. NOTE;' CAPACITY SHALL BE ADEQUATE'FOR 20 & 26 .4. 3 �• STATE H2Ow:S1-B TRAFFIC LOADING 32' CAa , II , . . 11 I (WITH OR WITHOUT A C DIKE) . DRAWVN BY: Q§AWN BY: TY F A A A R DF AWN: ®Y: CITY OF ATASCA[3ER ) CITY OF ATASCADERO CI CJ T SC DE O N N V.S, DRAWING NO. C.A,C, .DRAWING NO. ' 11 % C.A.C. DRAWING O. ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT IrNGINEEIING LTEtAhtTMEN7 DESIGNED BY: N D £•3Y: DESIGNED t3Y: . . . . SJ;S. . V,S.I S.J•S. . - . D A KIWI R I M N'�'lS FOR TE: , 3 ht,. QU RE ?C 7 ? 2 2 92 S WER MANHOLE COVER . t ►$ 0a 27 gz LOCATION OF UTILITIES . LL NAM . I*I E NAME: WATER C SEWER LIN FL NAM : . AT60$DWG. " 702. wG A, 03.aWv . . . )" , . , I . 1�' ­ . � I � ,I I I I I I I I I . . . . I I � . .11 � 11 . 11 � I I I ­ - . I - ­ . 11 , I . 1 I I � � I . 1 . � I I II I ­. :�­ I 11 ' ' . , . 1 I - ­ I I .1 � . . . I 11 . I I. I � 1 . .:..,..R,.I - I I ''I I I I I . � I . -l".,z 111 . ­ � . . ­ . Ir I : REV ! I 0 N S . I . .1 I1-1, . I­ . 1. I ­ , 1 . � - . I I . I . I '' Ti ACT '1 T' E .A C 'i PISA � .. -.1 .", . NO. BY PATE DESCRIPTION I I 1. , .1, 1. . � l I . I I .1 1. I I I . '. I � . I I I � . I I I ­ . 11 . " , . t, 1. E S . _ R ' . . ETAILS I 1.11 1, . SAL ,, A AT + 1 i �• ` . . ­ 1. . . I I I � I . .. I I I . . 11 I . f � N I N £ R 5 � ,'' , �, I I' ' . . � . I . ., I I . I I � . I I I . I I. I "I , . I I �� I � I . . . . I I I . � . I . . I � Z , , . I . � I E G E I \/ rNIF A�I I I I I I Z/Aj , ,0p �'' I . .I I..'' ., I . 1 I I . . . I . .11 I 1. I . I I I ,,, ,; I , � . I . I . . 11, : ­. ": . I � . � I � I I " � I ! A ft3. X33 , '' , "" � , PLANNERS 4a 9T lr I . . � I 11 ;, . I 11 . r A 11 I 11 , E p16, 0 } URVIlYaRS 11' i.. I 11 I / .. •. ... ,:.i. ;.. - .:. .. .. 11 .. fi4 F'Q CMC SZf.E' ti .. .. ._ . . _ .._ . San Lc��s obis.o, CA s3401 P 2 DATE .,.. _ , : � JOHN FALKENSTTE R.C.E. 33760 EX 6 3Q ., 1 . 44-74 . Or, soy o . - ..1 .. .. Y• . ,,R A ;� SHEET: . DESiG D BY. BRAWN BY. CHECKED 8 JOB NUMBER SC L.E. E ; ~ ' 11 , . R JRF 707Q4 NON 21 .7 I 29 R L 9 E .' , , . . • : - . . ..... ... .. I. 11 a/IaILNAME . LK1' SMT2 7,C} 1G/BHT . . . . i _ ,..,..v _._ „ .. __-.- - ... a_� �� __...a. __-----.._ �___.�. - _ _._ ___,_. _._ _.. ..__.-_-_m,-.�_ .-.--_,-,�..m�-.m., ..-._� .-.,.. aa____. .._.Y.._ .._•.�.�______. .. . __ .__�___._. ___ _. ........_ _..._ , _ __ ,,__.. __.__ _-,_ ____. _ ___ . _ _._ ___�_._ __. __ ___ --- -____ _ _-_I_ ._.,..--,�,�M.. ,� ..M�,-.-,_. .,. _..m.. _.... . .... ._... ._ _ ___. __ _m.,___ I ., _..._.-_.w. ro. � .. .._ ...,_r._.- - _ _ -._w_____.____ ._1,____. _..__.ry. . -.M..._._n_ ___,-__.-,w r�.__..__ .-1. • .. - 11 . .. . I 4- " , �+ . . 1. ". , 5 . I, - , , , - .. . I - I , 1 I . S •,LEVE i AES . 17CP «. J194.3 "18" 1. . 2'Ste! V PIPE .t E[V'�'AL t' t ' a0w Am 2 - � . t�0'P. C. THREAD FAR 11 . 3' - 2" i �0 4�'a �o•P.V.C. F ► FIP p t. iWItAL 2 i t t1W . 4 - 2"SCW. DRQ P.V. �f nP x flta! . } - 5 2 Stat. �PVC 7EE. . . 5 TAPiE GY3AT C'T OR EQUAL 6 - 2"GATE VALVL�`wN�AES Jt913 ._ ATM - 1"AOL f E . APPLIEQ DRY 2 1 - A»r� Ot. 2t7h0.tP5 • IN TAE M 2"x I SM. �PVA'L� WWO FV X � TTS (PS) „ : _, A SIDEWALK . . . +� i OR AWW 2"X 1"F0 Bumm SM s 7 S 8 - WWi4 TD #fit-21 �, s WIDTHop. 9 M1ETiEJ4 Lex b: "-- 3/4" ;�� 3S'-'T OR 36 H& C 363 1/2 1D-_21" TRA R N TAi '" VARIES - s 3OH H AtVD 0437 . ;I11 AES . ., > • 7" a a 1D .. USE 4 CN4. G'DA?ED SOLID CQ�'PfR TRAM MIRE ILA T'{ 'Md At?PRQ1+E BY AMd'1i t: LrD MARKED WAIS` � . _x . •:.;• s "r :: . -. `.. I�RGhf CORP T D ANGLE lIt ALL S�E74 WG1ES: . s .""":: .�,. ,. . r VAL VE BOX CHRISTY C 5 � .. . I / 4 8 5 . _ .,:`•a !..`r �:.,;....;.:.. ;�•..,yl 14PPRO�IEQ QUAL 4 d . '" .:� 11 -�QS MALLEABLE SAS'WIM QO(IME lj! ��:�p:�' ;�•{ VV BRAND AND PS nt S OR"k-S J6�i SS DOU%E //// 2� + 9is S7RAP F77 C01CTIOIVS 7r3 PVC CSD __ :7 T �/ 6" ! 35 PVC RISER 12-- AC, L CXt PVL WATER AlAIN s• ' '0' PAVFMtETN 'v vl ' ' v V_j �.• 4m 13 -- CURB STORM H-�1• S d�. `� Y t' fR'.r ••� , . P VI MIr MMiYMAR • • i T• . __ RRR���.��� 4 ADAPM? -- M 41ELLM H-154,'x6 } MAIty CLASS A PCC., 6-SACK, 24 .* y� .Z PS! 15 - OWSTY G-�5 VALVE BOX,AND C,4P. ' &a r w {t :<: , t t. , , it r 1 t -•-�l I r;. 4 TIRAG 'R IMRLbE.tD 18" MIN. l--1{I 1 _ . - + 1 COv, 'R A. 64CH SERWCE TO BE VE30 rA= TO AN . iii--III 1-� 1: � RESILIENT SEAT GATE VALVE AAD S'AND/AR UNIT BY AITACHM Nf1TJE il�fRE NO CURB OR "WALK QST '��=!'I-i�' MUELLER OR CLobY. � ACilR�B s� M�ATHER f�'QK� iAG TO t1NDtSTJJRBLD EARTH , F,H. tt BE 1 tit LESS, EI►I PAVT: . �D�K ''SEE NOTE 3 C3 A/AXtMUAt f1UE S/$"SERVIAR THRLT: . 1"SERWM PER MAN n VARIES 9 6 C WIEAD &GLUE ALL 2"SC�r 80 PIPE&RMNOS . 1. 2 1/ap � . "IXi7LE'7s' U MAVOM$T »,� 1 . �* 8" 4 tom"OU•tU."15 RMLL VE NATXW'AL STANDARD�R'AFMAD, >v�v,:, • d a °A . ., 2. ALL DRY BARREL H RANTS`SFML MAW 5 114 VAL � N. �1,�":1- %; 4ra�. • • :y ' A•- a. t / Tir{iAa+ ,IT.► r3fi: .v�. �:♦ TRENCH BO 8 METER D . ,,,'.%.•: .a'y• w1.i I FOP AVIT61W.Si�Y��1�I�fS OP 4M.WN!D NV7N, H T S1MALL a..:•`.. *f Fr ' . �' IB1E i�LAIQEU SMEWAUC A tp" , 5 -3 4" 7 J 2" 2" . . .--4a• 'y t .; :.. 'SVE'WALK h�k-,.,t,'la,j,N+�i'-,!"a i• a �r Q d Q' * °� Yw' HYgRAN1' ALL NAi� /�3"'XJ L 74kAlYA'Y VMTS y��C-v--�-F,- . ! `✓i ^��1 1 11 q. a .. :'�. `°' n�T*4m yli.k:"�:r.;.,�;x"', - 1 -- 1" CORP. STOP - MUELLER R H--10046 .. ° � . .�.•�'7 ,� y •�.�.. � /a1+�,fi .94 f LAN I HWM."U.S 'Ti Rh'•$,ij.y p.,•�'i•, ^ t-t{..�1. M q a �: ,. . �. 1�acocc- aAesws:aepe. r�+ r FLAN AND�a7 :��;;� w, ... ;;,r:,�, t 2 Mew. 2 -- 7 POLY ETHYLENE TUBING-CLASS x"00 /PS s+•'t .a, .�'aa+ - i.` - 4'. A S'L 'Af' `.��:41j'`''A+:t at.y;•`:: -cid.• W +{f`�! p . yI r'A; :,•4�`.• •ATR At 7. G 1l�tlS°TY'G-5 V�tL t B�Ax Grp:t;A ! s; r., 'I.�:- .? 3 ANGLE STOP: 5/8 3/4 -MUELLER H-14265 " RISER 6" , }_- .;.;�•� �-�� �.�:,.. . 5,/8"x3/4 xl" OR 1"-MUELLER H-14265 1'" _T____`_� 24 .. 9 ca Lm - d a A P G a, 6-SACK ALl.c a 1'v r ''r 4 -- CUSTOMER VALVE - JONES J1908 18"ANN �' 5/�8"' -•-3/4'-• 8 H & C 363 COW?48 HOURS 1i� FULL TI7AF17C 5 - METER BOX ROOKS 36-T DR 36 1�2 ' , is TAPPING`.SLm`1+�? -'�EIT H-wa m.a. (xASS' i2a P.C. CONMTE BOCK " . 1. OR EQUAL. IS HUff­TO-Huey MOTH 1" -- BROOKS 37T OR H AND C437 Q . . 11. TAMING VALW - MUELLER H-667, PT�oma• rte. THRUST BLOCKS $HALL �' PLACEMENT OF METER TO BE APPROVED RY AMMC . . 1. CLAW!25 OR,RESUWr SCAT GA7E VAL T CLASS B S-SACK CONCRETE .�. F __.,,I \J . f2. SST IN SWWL CAW SHALL BE OMT FROM 9V POURED ON UAVSTURAED SOIL UELLER H-15458 . uV TAPPWG SUXW;BY ONE BOLT POS�'T7ON 7 - USE GA. COA TED SOLID COPPER TRACER WRE FROM CORP. STIP' 14 14 CA. LOCA TED TRACER WRE. TO ANGLE STOP ON ALL SERVICES OR TO MAIN IF EXISTING. � 6 . . I 11 . . SEE CVNEC7IOIV DETAIL ,--y 8 - FOR AC AND D/ PIPE: MUELLER DS MALLEABLE SADDLE W1 TH . Tv Q : O DOUBLE BAND AND IPS THREADS . .,; 00 JONES J969 SS DOUBLES P yr�e,�uvr ,. OR CONNEC NS TO PVC C . d c '..',: 9 -•- AC, DI, OR PVC WATER MA/N.g ., • �A » w 10 - 1 a 45' OR 911'BRASS FITTING WHEN NECESSARY. TAPE'COAT CT OR EQUAL @ TAPE COAT CT OIR EQUAL APIR" G ..`,' - C01:D CORA TINCs IN TAPE'i�ORM1 COW APPLIED COA7TIV #4 TAPE FORM! . . WATER AfA/!V AWWA $Tl? G�A'8 ANWA SID 0209 . ' . . A EN BORING TTINGS MAY 8E ADDED FOR ALIGNMENT WH BOR Fi Y A TRAC R WIR CWNE-CTI N QQETAIL WATER MAIN . 1. TRA R WIR NhJ TI hJ IL I . , ' A>w t- . .. 1 . . , I. s'CAo e C A o APPROVO. P �' � SCAp4, � CAp�; APPRUV�: . . . /+ d;.►171VS' 'C ./* REWSJONS It ,F REWSONS: � ,A REWSM K ,p . . I .1 R o P a * ... '� P 0 h RVI NN TO N 1 � 11FIRE HYDRANTS WATER VALVE WELL & ANCHOR WATER E CE CO► EC fJ 5/8 MAtlF'QL13 ASSEMlE3LY . . , . • �► . lm TO Akio. 1'�a2✓'�4 11/22/x4 11/22/x4 I1122/� -DIA. -~r/2"x3" TNREy4DED GAL vANt2 ANCHOR Ik T5 ttv CCJiVC+ SLAB a u �.. (rw I Pub). LWAL 1/z"Hc�s AT J" as • ` a' a. I .0 .:. /iO. 1JC QA PLM IG � TSA T 4 _ • o ,- 4 0 • OP . . n . a . n ,n 6. ' a . 0 0, g NO 12 GA.' n ACETAL PIPSw� ,* + n '4 . 4 16"D.tJ 1.: - I 'W p ,a .. .. i� n. . o a '� . �� ,G . . 4 n 4 o .(" . w"�" �;,� T VALUE. 1 �" t SMP . . . CCXIPLL`R . 12"x12" ": . . . HINGED D001R 1,,2"i ViORS400 GkV ANC,HOIR max.tS WIMITS W/PAD LOCCC N*rD.f 1/2"x1 112'"x1/4'"x1 1%2"A/VE�tE d�IPS � oc11 , TIP. 4 PLCS,j." . _ .,_. I. a•o o {L �♦ I . f C 91 1 - f ""p, a - .r-� ,I 1, , 11 114n a A n . . 1=111_l--~ � 1 1 "�:; ,;:--111 . _r � � 1 I�I�I�� . ", 11 1 1= 1 --1�I--1 f� l I`-1� l 1�=. 1_=I I-=1 l l l---I i l�, _ 1:1 . 71 . , . U Nr MUST HAVE COWTTNUOUS I;;1 I �T ,#. 11 . . POSIDW SLOPE TO S ALE•` « ' . . ,24 S`ya='CO . PAD - CLASS B 5-SAC a. 2�PST 1'PAL Y ETNYaW TL�W -- CLASS 200 IPS . C2 s+p�r .W.P V.Cr PtPt FDR 1a~M NS1. . CR LARCIIE"R} . . ' . . . . ' / � 11 , . 'WATER MAIN IS LESS THAN tISL" . 1"B?AS5 '1' OR A"OVL AL. . . ,. 2 - At4T . 1. . MUELLER' 1" P W. H--1542 . 1'"CO�iP� STiDP AltIEaCL +' H 'sDi46 . , 3 APCO,14 -- 1 . WATER -MAIN . . 4 ADAP}t t,moa L'R'H�•-ISW . . ALL: S7".7ES,SHALL SE#'.P.S, . 1 , . . : . 11 A5" CADS ayso • 1. I . ,� 1. P _ . . . , 1 ; AIR AND VACUUM ELLASE VALVE I " - I'- I I .111. . . :. I.- � � � . . . I tft I : � 11 .1.1 I - I 11 � � - I I , $1 , I I� I . I I R E V I S I 0 N S II 11 .. I II . I " I � I I I �1. I " . - I � .. 1. I I � I II I I NO. 8Y DATE RESCRiPTlat ' S H 1 0 ;: +' . I . I . I . . I I . . . .; I I . . � I I I 11. 11 � I . . J At� '.. '`r� I I I I I . I . I I . I . I -4 1 . I I - 1. I .I I I . I I . .1 . ,, , I . 11 I I � . N I , O R CTION � E AI� � S� .I .. I 1 1 '� 111 ; . .. 1. I � I I . . .1 I . . . 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