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1997 - Maya Lane
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IP- T1?A C T 2198 CIVIL ENGINEERING �i - AAAAAAAAAAAAAAAAAAA N C A CCEP TED B Y- CITY" OF ATA,5CADERO', CA Eric b. GoWer RCE-30436 Date 9110 ATASCADERO AVENUE 31,I)o ATASCADERO, CA 93422 1CM. /70/3 If.5' Cloudine denotes any CD X (805)' 4C6-8632 OF C I\j ERIC a GORUR, X.E. 504,38, EXP 3131196 DA 7E chaneae, additions.. or deletions to DESIGNED 8 Y- 'CA�E- DRA WN 3 Y CHECKED B Y JOB SHEET the approved Improvement Plans. 2"5 2r VEN S YL VES M?, R.C. 743, ClrY ENGINEER DA rE 49 SA aW OF' ------------------------- ....... ............ 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W INCWZDIA 11,�"T,ERORca" ,4)25R SN04L AhrW4W Car4ND,Wi cam` AAW1A 6 Lal�RL//YeS IN NoF CCWSMCAOV, r01Y1Ni/W4r4,24%4 ,4 A4 z%19L rC�Vcr T�°R,4Y/ ,5�/,4LL Co o ro T,� R,EEc/i A Nrs Fr ',4SA' /,4L TC�tVCRErE TrA B,4S RE VISIONS $ C1RS0IN.IeCAOV-9?V Or �,eAr..�ITFc�C%V1 1,,44FR,4R11'`VVTG '�Sr�ORT,Wr/l Ysr.4ND,Wi "A w BUILT" DRAWING NO. BY DATE DESCRIPTION _.L_ si�C/�fC¢tr/oV5✓uL r/992hD/r/cam � �,�''������.�'' "7- Sj ������ NO T��� ° 3 '9� This drawfng subet�n-Gl>�tty represents ERICJ. GOBLER � �• �°,.,,. �` �f TRA T 2198 V. GAe40,,ECDVS,r/ 'r/OV Sr,4K1ES,5�/U ,6,,54e,rer,4 L/CIENS, V, /Rv,ErOROR el56IMSh v C/V/L ,�i4�A0F/f the c project. I�L ENGINEERING ' AAAAAAAAAAAAAAAAAAA . No 0304,s CITY OF ATASCADERO., CA 9110 ATA ADER0 AVENUE � � 3i��>9� Clouding denotes any ATASCADEE.O, CA 9342 A C1V\V change�J'•, acUlttca! s, or deletions to (�(�� ��'. "� � .� �° ERI J. GOER, R.C.E. 30438, EXP. 3/31/96 DATE' \ `. :�.� ,��� �p�t"CJVeGt t1"!'"I,�irC>VeC!'teft� ���,�,��, �� DESIGNED BY DRAWN 8Y.° CHECKED BY- JOB NUMBER: SCALE. SHEET ,? D,4S/�Jx D,4S 1E;6 OF. 9 Z•O 0 ' 40" jyr a /y C �AS�M�NT d.2 x,..008070 p w w � 3:f .o• : Al eRICA/ 6,fgEW C19* Chf,4"145L / by AAAI A M/C 4 O AAARIC. SIAJ. ro v5T. �p � l�V/N AOR �'QCIAG� � PLA�/T w1 r/� AIArivg GRA,5'59'5R04< �ZOA5 PROMC71 Al: ,�, ��r 3 Plrcw /4. r7 Owoc 710k 40` _ OA 00 .110 SCA L 5 1✓ f 1 e4,(0 54A I ej Al C1')0 !a �`'� 30 4,D �aL7 �� 7 w ) m Of SPA/ � � .A. a , • I W1 t or z 1.00 A055 r 0,8 8 4 Re-4 C �T) i CP I i (all 0 40 A14 0 � IT d.86 A RD'S e 0 W 4040 _ � q Pr .. o r 1 f p� ul � � 1E '�`� AS r � g r 0 ryry '06.39 JJ e p l, y� _ �1 I v� 111 ,.,, . it • t _ . i Q .. 0 Z fi T r t ili.11l�rr.rf.......�..rl �^ LJ o �3 G zed L o j o Ok `I w 10-f Oe JCO / 1'ROAClZ7Y L We PR�sS�d�.! (pe�. _ . F 6K'rew "AS — BUIL"r' D API 6 )PLAA� 09 LOrl �Z ROM;/0"5 This drawing substantially represents ERIC J. GOBLER »�' E �� / f E 70 .4y� GAN r , the co feted project. �` ?, 1 ► C 7 ZI�v ,���. `� CI"L ENGINEERING AAAAAAAAAAAAAAAAAAA F-ric i. GolAer KCE 304,36 Date V m e7TV of A ra sCA P9RO 1Xp 3 I 9110 ATASCADEI�.CJ AVENUE � � ��� Clouding denotes any ATASCADERO, CA 93422 , � ` % 12��3�`�� changes, additions, or deletions to46&8632 .- ` g {805) „ G/C. EXP 3�3//9(v PA70 w the approved Improvement Plans. oe:`rG�1ca 171?Awl l OV: Gh'ErK�o '01 70� A/0. scq Ge shy E7' 3 t?�5 E.?G n1lS �'.7G A'S SHGCrJtJ D ' 9 } fk' "-:I,Lz_0/_ 41 -:01 Zf Ciro) 9 t 3 tip 71 -zcc 44C A136;voq 7 211 Ile Al INS Aox 40 , ,�. ... w• .. ...mow. 1 Al7Y I W v r -.. _--.r d o 1. 0 002 A CR6_5; ("r;r) d MM Y D 7'1`3 ' 4 s ` .901 ` .. A� _ x f4 I. ® f 10j af o . -�- 9 b° e ov 41 HI v� 1 .......... AK _ 9 0 "!.Kd i � f, � kAG�C'�'� TJ .. r, 400 _ ry -10 F G i -1 `V ! 4047 9 V� n " 0 C J• i ; t1 4 9pr ' X7.0 If A YA Co. t�4 19 14015 PWY fI PRO&H ACR C17V HYn ccA✓ i i or 4o T ' � 0" LOQ) f , A w Cz7 0 11 NINE ri m BUILT" DRAWING Nle. OY M76 ?7 p,P lC,it/ APIVro _All AA1 fir. . / This drawing sul7atantially represents ERIC J. GOBLER the co p eted project. 'A ' 2198 I / CIVIL ENGINEERINGAAAAAAAAAAAAAAAAAAA N C 030438 x clrV Of ATk5CAP590 GoWer c30436 nam9110 TASCADERO AVENUE V _ Clouding denotes any ATASCA E+RO, SCA 93422 �.� lV t � changes, adcHtions, or deletions to ( � 2 5RIC T. C70/61-ep" AGE Glc, gyp. �'A7' F C the approved improvement Plans. D�"5'/G�c/�!' PRAWI.r ay- c��Ck��y .r�� ;c:/o. ScL 45 SR54:7''� 111,1111 IS 11111 ji 111 r IOT I 1 74 PJ ... COrVsRClG?r 5'/17i1i�/r4Lf�' F. , S rjNX C17Y 477P- 044 JAN19 J LOCATO POW9/ ~- �U � v� COMN vCV /N ry* ARg`A �7` �•3 � ��• �sgO SNg�r � DF 9 lgo�l��o Z ANO=�xr6-06a- ��,��%vG� POI,6 TO ,�, 8, � L� /�c/yrALc 5'/d7E1 , 'fi e`` ®°� ,,�,, o,rq ~ -. HY09A�Ur To 5rA /O-t-58, kAt71NC& 1A) 7�0� AREA --- o t Q U�t POAMG AI,Poi /1 ' o,. �. 1N /CG •X O5r (3*676 06r C) 5H7: 2� / 1-� •70_ 5CA Z e�' •= fJ MOMO c M145t—JEEM- 44149 t, 00 �V 4rO hd `--` 1"?4 91Ace00 _...... vitl OilV r , • k �r r • • .•�----- 44IvCJ • INA w J � e457 ..._... s �. 5 2 t �, m► a trr to 4 i .2 . A� r xf. 1 .. _ _ —.. ...... - 0 m - - ,s t w/ w. � . 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PA YiAt1C� c� 4 1•, _ ca �'1 .: V a .. s S, kori5 FOR CU190 PRO''1 L r-5, ► �.. PV/ EL- 8$5 OO rA O �j ,A�xW X/,t/- t 2.DO/d �. CaR• f�•3��f� a 1.��► LO 888 see e M, p, 7 7- 804 8 aoA(IW 25fir/ v r _ 88O 1101 • 892 .. $8 88 88C / 880 Jt,• t sr.. • E, ,za �a�R., / _ 8 V��r 89D L 890. SBra "' 880 . R X ......." ----- cg�Qn5gLl" f /Dr/"6 vGPS 876 '"'...........w"°' w _ 07 �. ------ - 874 870 C ► C ► C ► C ► C� ,� ► �► yeti �► i4 ,� �► Vn► q 154 ITAS 74V BUILT, DRAWING • F , it/a, l3Y G'A`TE �,�5�2l P7"/G�rt/ 44HIMO -9 AL irk rle)Pr, nAVo LER This drawing subrta»•Cully repJ �� < tw ! +may ro4.. � the com teted . p J ect • vAMINO RjEAL RR,0,0 N C 03,043 CIVIL ENGINEERING AAAAAAAAAAAAAAAAAAA C/ T V dit: 5CA09/?4 0438 Date : Eric J. ab�er RCE 3 9110 ATASCADERO AVENUE Clouding denotes any RTAS ADERO, CA 93422 changes, additions, or deletions to (8QS 4x66-8t32 / C,0,0 L� , R Cr- .04-i.- 3, G/C, eXP 3 3/ 9Gv 4A ,6 the approved improvement Plans. _ D�'"��ra�/�D I��4'��'•�,l't3�'s Gh✓CCKAP/T% ,.1l7/3 NC7 .�CAG� �h'�6�''�"j SAS ,r �rG 45 ,!;HO cJN Df' 9 A zol I ' 44 r of Q 0 COAEjrRIJ 7 ss Gc/ G e w w RAMP P R C TY ;7p. ¢ZO ���) • ' - GA��' I�t15�AL �'ToP/ST �'�T S/C� � .--.� � � Vic `> Lk ;> tNoz 1zlji/!� P'` PSA P • `~ M Owv ld 49% _ ,�2 CrT srp. 1� �1• G11Y 5j �., .�, -%.� -- rte. •+.. ��, N. 0 zt /_'t-,52, � 00" .� - � � r //�(® / 5 1 oaw.......�verrrrss w.�.�u �� as...�rr.rw.i.wws I w°..wiar. wwlD +Iwie4 r...w�siY ®rs.r-M s�rAA.w..w w.wri.r 1�.'«....r rr r •'�►`� � wsw..�w•___„s.wwr ww.wr wew+.+r ' • e . 2,0 / S�'G9 w / If IOV - '77 —7 ' /a . i 1 M 1 4 AL au oova , r lol i 2 fi �� ....r p-�} Z tori p$• ��h ) �9tto S _ �� (g2�• V7 _ �3 �, Apt1 too �� �4W CUl C9 y 41/V �CO �9� C9 SMOMWWAINM � � ., , • �. �$ � � . ��,. ;; ....,., . , � ��, .4Cg "D " t �} g4 g .�''�� s gyp , �$ ��' - loft1 , ---LEI f"1% • /��]���2) '.. 1-�•g„ �, ��..ter �; r�J�j (,y+�, IV Na Lftl PROP059P MR 0109: Pit/ Ml& a W,4 746rg Z IA14C t (emrVerOR w v�'R " c oCl9r1O� 1� PTH C 1111 ills • sT� ®oto �,�, �. 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J. 00wer INCE 3043'3 bate !®� _ ,,; ; AAAAA♦♦s♦♦♦♦A♦♦AiwA s1 � Z4 9110 ATASCADE ,. AVENUE clouding denotes any tri �, �v, ��'� �� 1,i• �// CD ATA CADERO. CA 93422 n , chap es, additions, or deletions to � ��� �°�r �l2/C J C 0453 •/2 9C5 3c�430 Z!�.1�5kla 3/?i 119 69 PA re u ._ FY �. thea roved Improvement Plans. (8P5) 466-S8632 ley.. GH�C,k�d 51- LN fit/ 8Lr. to 10 Le1 n r (, • p, V '1 ..3 ` `...... .. ,.... ...., ...,..... •••' • ......`.--- v tad �� v "'.."� ,, i ..+.oe. -..., ...rr.ems""' . r� - ...-,• J�� v ..." -.... err :n !! t9 goo • A ,�',o0� ° ice• �`'' •oo' et + r ".V + ° //.(/' �,% 'C[ ( •) � .�-'��9°2�'� ,. �--�' � car�,, L= ��, t7 U, Q f •�. 10 til ,� o /2.5 EfYP 8 G�/ C. �1�/T 8. p •� ll rr er•My / .. -107r (� sOt L r . »IL o c� A A • y � e7 W ` l/ 4;;? &0 ' 6A �► 1 o• / • o� �� rC h• � � quo' n �i• �r� a ecce• S � - . ,.7 .., r „, � '/)~ �yr/g/�//(Jam... � �,�� �p -.... Dd r v' ry SK . ry 4 2 A "w �% Oro Mom Cl ice ••► ���9 '' 7 w. X� �w& �.c. PAV• NP) sir. ,a.�. 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(FROM MY ro MY sod ' ROAd 7 IP9 d P59 0 7"y 5 rr *401. 776 sr2 X RA L S5C 710 / 4jgALL be P575 MIMCP 4r riA5 T/ME 0?1 C" tI�T1?UGTIO�/ OA 5,ev d" A 79AF'F!C IAIO,5X 0F_ ��0 Aute rH� R- VA U6 Or 77,19 . USG /�D _T�-( lJt� fZ /Z"OF 5vC7-&I?A d9 5HA L G AC 0 4, �� ��" • ��'�`� �• �aMPACr�p ra ��% �-�,��v� Ta r�T��M��✓,�v �y r�r� ► ��• MAV4 LA-ke C - I """'- Will . -/0'MOW, 47, Aeler. DRAWING IL ,PE';�/5/t.��c.�� I AAIAE S ri( Af41A / fir,_ ST�9. 1y��3:��► ' Na e oAr dC /Pr701 This drawing substantially represents Q '�i'te✓cOt?"t feted project. 749A ERIC J GOBLER e i r S G!� uGv wAME P 1 ,41M GANG' MA L t ................ .. ' T ` aP T, c,� a l 20'/•,nRrZ. ' 8° Ue9r., t`aate .C 030431D C70we�r aCi SCS •3 ;, rr . �►11a ATAS+�A�DE�t.C) Avr��uE . I I�� . .: Claudine denotes any ATASCA� ERE, CA 93422 changes, addittono, or delotions to ---------------- •thea raved improvement dans. 30¢3 8 L/C. JCP. 3 3/��'G d4 C' ' 'lN� LT'A'GVfi J /3 y Cf1ECflG' j ..TG1 /tl�7. SGG _ y0' we WO, �,. `✓ /J K v� 09 201-49 __--__, _W_____ - ----- ------ ----' N � kop 1 LOT 2 4, 0 � � N e0014, � IN ,a1 00 Ov C/Zgo VI'�eNCH IMN& R1�9 2 �• I�j�/iJ{/v/'�`r/Y/�/Q7�� � aa �q441 'A�./ /�w 07 &/x /_P�- R.M. 73V7 J44-JA .Tr(�41 p 7 ' , y °DGotlX/ LOT 6; • , . . 'I /PT MA RYAN�1Ci�r CJ. �G 5 "e x 7 til t • :ltl11li� lr, / SS .. . _ l .. &6* _ tl f 0d EG ' t4fd0 EG ' /bO(3OEG-- tiGa Gt/ Ett/ Eki -,Ek/ W fW-------- �I 1 E2 � {� wATytrp �R hFXisr3 a Crx 00 10/ F.H. (NEw) �Z?Tj/yn� (Z7P/ W If 0 Zd 40 649 80 /4?0 Zn/ s2l���P w • k' r a, i' /''ROP. B" --mss•------ r r .44cveg M,414s w AA r 6 zw/w, ;wA rER t'7mv 3•� W069 - -�G ----- xl5r (} - --SS------ PROP055P 5,EWER MA!u wj H14 NHOL _ r10" A "'A OrIL TY 1 � eLCGT'I?lG,�POWER), 7CLGPlvdti/e ,� �AaL�' ?`?/ /A1 Owe T��NG�/ ,4014 LLOCARO" 5�SAT NEW 5�'Gc1,E,� L A TC/Z�I G _ _ _ __O W,6. �Qgw _g 57c, vicc N6w 6-A5 5*9PVIG tU (t1 Cft� `I/ i�V/C � Of � l'glOpnw Pt.�. f5 b0}C0 E,rj-, 7� LPID�t1E lit? �'Xr5r. Power PaGCtt A BUILT' DRAWING w GOBLER t This drawsng substan�Ciatty represents ERIC J. r� � / l �� CN,4uG�, ���� To MAyA GAS the corM teed project. CIVIL ENGINEERING 79A C70 96' , � ' Alew F196 r � F.HG . 00wer Rcm 30)438 ate ' clry olcATA9CAPERO 9110 ATASCADERO AVEC ATA CADERO CA 93422 - f 12 /3)t; Clouding denotes any ' . r' P 2/ K V /-¢ COA104,1/7" - �s changes, addi�Gtons, or deletions to 805) 4t&86 v 1-�"co�v0vi T g _ � � , � y'" _ c .r. �o&c. F�' r�C�= X0¢38 , c rc CxP 3/0 /�6 47A 7e the approved Improvement plans. u 's7 °v r� aRRw ,�y ke y Aye 5AX 0�5' �•TG fA5" ATG As SHOW9 6F 9 L AGC VOID,;t. GRcu?r FOR N6 G,gST rwo 4 'T , t NOTE: QYVITIt NEW SEWER INSTALLATIONS: $e t t PRECAST REINFORCED MANHOLE BASES t i QWITH EXISTING SEWER: $� MIN. C4) #4 CONTINUOUS , ..,�V P-SAP 'rO A6 t POURED IN PLACE CLASS "A" CONCRETE (3) 1 f2" 0 SMOOTH DOWELS /GLG/!�E-1 kr� rO�C. Ct�it/Co/��T _ ?•� MIN A '� � �•.`' � ' mtN 1 � `�••� 1 : - � � DRAWING NO•S5 3 R S.L.O. CO. STANDARDS _ 0.70 x C.F• RADIUS q, z ' / 8 / 2% aV� wG. ' ` !pp•` • t ��(� �A'r,:;«��;t•;1jTe1�♦�✓•''rt".,'1w''.'• y'• t::��;��� �•��:[•�'u•a�• '�•(; A, :�. CVMV. */.�e � .. ) w M .}w iI�i4;:t:i�, ;s•'• '"T cy;•i. J• \ ' I. `' • Al z fA SHELFr MANHOLE FRAME AND COVER TO CONFORM 2 STANDARD WiTH' STANDARD DETAIL NO. 608 ' # 4 0 4'-0- Q.C. A EXPANSION SHELVES JOINTS 4 MIN. i a 1/2- EXPANSION lJOiNT MATERIAL SIDEWALK AIN 1. SIDEWALKS SHALL BE CLASS B CONCRETE; A MINIMUM OF 4" THICK. x w VIEW " #4 0 18 O.C. 3 CLEAR 2. STRUCTURE BACKFILL MATERIAL A-MINIMUM OF 4 IN DEPTH AND COMPACTED 1 4" 80. MAX TO A MINIMUM OF 90% MAXIMUM DENSITY SHALL BE PLACED UNDER THE SiQEWALK WHEN THE SUBGRADE HAS AN R--VALUE OF LESS THAN 70. .091"• t 45• MLN .._.; • ' _ W A.C. PAVEMENT 3•' 1/2" EXPANSION JOINTS SHALL BE PLACED AT ALL CURB RETURNS, DRIVEWAYS • T" AND AT ALL INTERVALS NOT EXCEEDING 25'. :� ; •` 5 CONCRETE COLLAR w » FLOW 6 _ �_ 1/2 x 18 SMOOTH, GREASED DOWELS 24" O.C. TO BE PLACED THROUGH e , PLAN DIRECTIQ CURB FACE - 3" OR 6" RISER RING (9" MAXIMUM) THE EXPANSIVE JOINTS. PRECAST CONCRETE (TYPICAL) STD. EXPANSION JOINT ' ` 24 -----•---- 1. ) GUTTER = MANHOLE WALLS SHALL BE A 4. WEAKENED PLANE JOINTS SHALL BE A MINIMUM OF 1--1/4" iN DEPTH AT " 6' TRANSITION VARIES 6' TRANSITION PRECAST TYPE CONFORMING TO INTERVALS NOT TO EXCEED 5'. ASTM STANDARD C478--61 T DEPENDING 'ON ANGLE FOR CLASS 2 REINFORCED 5• SIDEWALK WIDTH IN COMMERCIAL AREAS TO BE DETERMINED BY THE 1O" RAISE SIDEWALK E.J. CONCRETE PIPE. ENGINEER. 6» OVER BOX o MANHOLES SHALL BE WATERTIGHT PLAN JOINTS TO BE SET IN A WATERTIGHT 3' 3' 3' 3' GUTTER SEALANT APPROVED BY THE Q ----CiTY ENGINEER. C. PAVING ELEVA� N NORMAL 6" CURB FACE > Y• CITY OF ATASCADERO `}% o LEAVE OUT PIPE IN CHANNEL'OR PIPE R.A.L.WN ENGINEERING DEPARTMENT DRAWING NO. A . ._ " FO P DESIGNED BY: • .~-,... . . � SHALL BE PRECUT BEFORE LACING RIN PROJECT SECTION 3� MIN. VARIABLE 6" _ ___`8~._ 5 BASE. S.J.S. (4)' #4.EQUALLY SPACED „ No. 4 BAR 02 27 92 SIDEWALKS �'� 3 CLEAR #4 0 4'-0- O.C. g« SIDEWALK WIDTH. " � PRECAST REINFORCED MANHOLE BASES AT 18 O.C. WiTH INFLOW AND OUTFLOW COUPLINGS AT41 D DWG L<DCAST IN AT ENGINEERED INVERT, ANGLE, r Na. 4 8AR AND SLOPE ELEVATIONS. + S " AT 9 O.C. 1" RADIUS SECTION A--•A t 4 » o '� BROKEN OR CHIPPED RINGS AND CONES CUT EXISTING ROADWAY TO PROVIDE VERTICAL RIP-RAP 6" 2 �•';•:i:.'. SHALL NOT BE USED EXCEPT BY APPROVAL SURFACES AND SQUARE CORNERS. CUT EDGES • �' OF THE ENGINEER. WILL BE STRAIGHT AND NEAT iN APPEARANCE. PROVIDE MIN 12" BENCH Off; NOTES: cv �..`_J .�' " Y `.• , w FINAL INTO UNDISTURBED MINIMUM 2 INCHES 1. ALL ;CONCRETE SHALL BE CLASS B P.C.C., MIXED AND PLACED IN ACCORDANCE " 8 MiN•'. ,•. -,�._ GRADE x ASPHALT OTHERWISE ROAD BED (BOTH SIDES) 1. SIGN,.BLADES TO BE EXTRUDED ALUMINUM, WITH THE APPLICABLE SECTIONS OF THE STATE STANDARDS SPECIFICATIONS. g No. 4 BARS AT 18 O.C. ♦• .�• .•'. •. RUBBER WATER STOP WiTH STAINLESS 12 6063—T6 ALLOY, DEGREASED AND ETCHED t " " MATCH EXISTING. WITH GREEN SCO,TCHLITE APPLIED TO BOTH 2. ALL FLATWORK SHALL BE 8 THICK. SECTIaN 3-1 /2 x 3--1/2 x JSTEEL BAND ATTACHED TO ALL SURFACES. 3/8 60" MIN. FITTINGS TO INSURE WATER TIGHTNESS. _ ��� f _ 00 °'^ 0 ►t °r` 0 \ °"` 0 ►1 0. 0 ►� o,. 0-•-•0 ►1 0,. 0 ►1 0 0 ►� o. o ►\ o . 2. POST—TO--SIGN BRAKET TO BE DIE--CAST, SECTION �,w. ° o ° o o o ° o ° o o o ^^ ° n o o A ° 0`► 4 0` 0wt• 0�► Q0 p+► �0 ` 0-! © o ► 0= +.1 4 0« 0�► 0 0`► #360 ALLOY WiTH TWO ANGLED GUSSETS ----- EACH SIDE FOR STRENGTH. TO FIT 2-3/8- AWN, BY: CITY OF ATASCADERO DRAWN BY: CITY OF ATA SCADER0 A Y: CITY 'OF ATASCADERO D.D. GALV. PIPE (Z I.D.). SiGN—TO—SIGN R.A.L. DRAWING NO,. R.A.L. DRAWING NO. R.A.L. ENGINEERING DEPARTMENT DRAWING NO. 1' 95% RELATIVE COMPACTION BRACKET TO BE SIMILAR CONSTRUCTION DESIGNED BY: ENGINEERING DEPARTMENT ENGINEERING 'DEPARTMENT DESIGNED BY: WITH 90 AND 45 SEPARATION. S.J.S. DESIGNED BY: t" ! ! �• i MIN. 6 CLASS 2 o ° PTE: .�..J.,.7: �''�Qi..+► i�°�LS�► 5.J.S. I C A�. C -- �jDA �••� DATE: TYP ECCEN TRI CON E � �� 24" AGGREGATE BASE 3.•CAPITAL LETTERS TO BE DiE--CUT SILVER 2 92 CROSS GUTTERS 42-1 2227/92 92 ..SiDEWAL:K: UNDERDRAIN 50 O2 z7 92• FILE NAME. PRECAST CONCRETE MANHOLE SCOTCHLITE, SERIES B. FILE NAME: FILE NAME: AT606•DWG SELECT BACKFILL FREE AT421•DWG 4. SCREWS FOR SECURING BRACKETS TO BE ZINC PLATED HEX SOCKET HEAD SCREWS 1/4 x1 2 . SEE NOTE BELOW / ..----'""� FROM DEBRIS AND CONCERNING TRENCH INSTALL IN EASEMENTS. MAGNETIC DELETERIOUS MATERIAL. TRACER GUTTER LIP PROPERTY LINE I TAPE BACK OF CURB r— COMPACTED SAND_ GUTTER FLOW LiNE 90% RELATIVE COMPACTION OR APPROVED VARIES �`` MAX. WATERPROOF GRANULAR MATERIAL, 1/8 BEND (45°) BACK OF SIDEWALK STOPPER & �--- SKID RESISTANT SIDEWALK, THICKNESS (T) SHALL 4" MiN DIA. r SEAL 7, w A BE 4" AND SHALL HAVE A " VIa. � + ' I 12 WIDE BORDER WITH 1/4- LO '�' GROOVES APPDXIMATELY � •. 3/4- O.C. SEE GROOVING :, •-� BDEIAILx ., t.�... ,:..,•,i.p,• t..,• ..•'•1.-- ••c• ,. '. ! DE AIL BELOW. THE RAMP SHALL .' - . • - •. • - •�• - • • - ••,•` .� ,'`•. 4" MIN.►DIA. _. . 6" MIN ' • t° BE' GROOVED IN A HERRINGBONE SEWER LATERAL S(DEWALK� I"'12 � .••:•t • ` 6' MIN Dc PATTERN APPROXIMATELY PLACE 1/2"x36" 8" MAX ;• - • 8 MAX STEEL R BAR `,,• %•. 1-1/2" O C:"` WYE SEWER z MAIN � VARIES AT END OF j". ',: �,•-•�,• �' �": �. •V' a .„r_ »- LATERAL •• . :•: 1•..♦• 1• r ♦ ♦ • w � •�„�,, SEALED BLIND SANITARY ,.•��� •`�.,•., •••,: ., •`:.••,, ,.• ,:•, 6 BELOW FL PICK HOLE SEWER ,,•• ..1.. ., , .:.: SEWER MAIN PLAN n a •A t1 A CITY ENCROACHMENT PERMIT AND PROPERTY LINE A CITY ENCROACHMENT PERMIT AND Q INSPECTION ARE REQUIRED FOR SEWER _J 12.57: MAX SERVICE AND INSTALLATION. � 7 INSPECTION ARE REQUIRED FOR EQ,(T FRQNT AT CURB GREATEST O.D. DIMENSION TRENCHING IN PUBLIC OR COLONY POST--TL"f-•-SIGN_ 2LQ T.Q� LL. , "S" r I AT PIPE JOINTS RIGHT-OF--WAYS. 2 NOTE: A -MiNIMUM -OF 90% RELATIVE COMPACTION IS PERMITTED IN A NON--ROADWAY TRENCH t I WHEN NO STRUCTURES ARE TO BE BUILT OVER THE TRENCH. IF STRUCTURES ARE TO BE BUILT r USE GROOVES ON SLOPING 12 4° MIN, _ OVER THE TRENCH, USE RELATIVE COMPACTIONS SHOWN ON THE TRENCH SECTION ABOVE. PORTION OF RAMP WHEN 1 MAX LOCATED IN CENTER OF z ALL QONTACT SURFACES TO CURB RETURNS . 27' CURB Ec GUTTER 2BE MACHINED ROUNDED ..." �• 26--1/4" DRAWN BY: MAX. NOTE: i MIN. LATERAL SIZE: to; F12" V. CITY OF ATASCADER0 DRAWING NO. • �„• _.. .—. �.. .,�. .�. .,�• __.. � T-4„ LATERAL SHALL BE CAST IRON PIPE � 4" DiA.; MIN. SLOPE "'i ~ ENGINEERING DEPARTMENT 1 4 PER FOOT DESIGNED BY: ( SEE LIP �T,•_ 8.33%► OR PVC PIPE ENCASED IN CONCRETE / " 25-13/32- `c� V.S. . ( DETAIL IA�"" WHEN THE COVER IS LESS THAN 36" N w 25--11/32" DATE. OVER TIME TOP OF PIPE. OTHERWISE, I PLACE 1/2 x36 " 02 try 92 ,.B ACK¢Fi LL REQUIREMENTS FOR 702 LATERAL SHALL BE SDR 35 PVC. STEEL REBAR 1/32- -•�- T S AT END OF FILEAT7NAME:DWG WATER OR ,EWER LINES SECTION A�"`A LATERAL 10 TAPER N 7' MIN. 0 WYE r SIDEWALK (NSTL. 2" STD. �. �. . (WHERE REQUIRED) GALV. 1/8 BEND (45°) SECTION IRON 45 PIPE INSTALL 1/2" WATERTIGHT SEAL 24" --SEWER MAIN iF NOT CONNECTED rn 1 2"x4" PIN NOTES: TO BUILDING SEWER. 31—•1/2" APPROX 3/4" ON BORDER; » „ DRY PACK 1. S SHALL BE MARKED ON CURB OVER LATERAL. e CONCRETE _ t �• i! 1--1/2 ON SLOPING PORTION 2 THE "S" SHALL BE STAMPED .INTO NEW CONCRETE 8 MIN. Ll P DETAIL OF THE RAMP AND SHALL BE CHISELED INTO EXISTING CONCRETE. SOUTHSAY FOUNDRY 1900 v OR APPROVED EQUAL .. : Y .,, ,t , i•A, � ,,,.,..�• Hyl Yr , j ;:. -.• � ,• ,•: 3. THE "S" SHALL BE NOT -LESS THAN 3" HIGH, 2" WIDE IN�IALLAIIQN • 1/4" °•: r•` °;K::• ,:,; f f •, AND 3/16" DEEP. 4. MAINTAIN MINIMUM 5' HORIZONTAL SEPARATION FROM 1/4w WATER SERVICE. NOTE: CAPACITY SHALL BE ADEQUATE FOR GROOVING DETAIL 5. INSTALL MAGNETIC TAPE AT A DEPTH OF 24"-32", THEN STATE H2O--S16 TRAFFIC LOADING UP TO SURFACE. • DRAWN BY: CITY OF ATASCADERO BRAWN BY: CITY OF 'ATAS°CADERO C.A.C. CITY OF ATASCADERO CITY OF ATASCADERO DRAWING NO. R•A•L• DRAWING NO. V.S. DRAWING NO. DRAWING NO. ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT _ DESIGNED BY: .DESIGNED 8Y: DESIGNED BY: S.J.S. V.S. S.J.S. C7 TE: 42.7V27° 92 SIDEWALK RAMP 420 27' 92 SEWER LATERAL LOCATION 6 03 2 27 92 SEWER MANHOLE COVER 608 STANDARD STREET SIGN FILE NAME: • FILE NAME: '. FILE NAME:. AT608,DWG AT420-DWG AT603.DWG ACV/5/©it/� J1 4�' !�� BUILT" DRAWING ��,� ESSI11;10. ..__..._ ey p�4TE aESG,�/!'7"'/O�•/ EIEC , GOBLER I. GO <C "his drawing substantially represents `'�[ �, � rc�' a the m let�ed project. , ClVw IL E____NGI_N_1_EElxDvxllNG � � � 1511? TI Cl 7*Y 0f Ar,J Ar���o AAAAAAAAAAAAAAAAAAA '•� Ido• �34�3� J. OoWe�r RCE`�0456 Date 9110 ATASCADER0 AVENUE �. aP 3)39)1� ATASCADERO, CA 9422 �.�. � � • �° 12 13i q� Cloudin denotes any 4 SQS) 4+ 6•�8 2 � � lG s C4 GER, Rc c 3s, arc, xP /��f P14 changes, additions, or deletions to l09�rr0ArEv eV PRAWiV �y cy��K�v y: roa �� R sc,��.� syr 9 thea roved im rovement dans.