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1987 - El Bordo (2)
ATA A E L I F N I NORTH NORTH LEGEND ATASCADERO "REG IONAL PARK AM PROPOSED IMPROVEMENTS & size Sanitary sewer 41 V Storm drain & size kT W 10 IV Water main & size Storm drain inlet Manhole Water valve Fire hydrant & assembly It IV C Top of curb grade J=L Flow line grade- X '40� Z�0_ Proposed ground elevation FF 31.3-SO Finish floor elevation 0w,0 W7-_S0 Finish ground elevation SIT E- Nil'4ni OWN E R Sewer cleanout i k .......... EXISTING IMPROVEMENTS A GENERAL PARTNERSHIP P. 0. B 0 X 1 5-1 0 Sanitary sewer & size PLEASANTON, CA . 94566 Storm drain & size -W Water main & size 1 441 0 Storm drain inlet & outlet 101 0 Manhole Fire hydrant SITE MAP- VICINITY MAP (507-1) Existing grade IM T S DEVELOPER rY T S Fence VANDENBEIRIGHE PROPE"IRTIES P. 0. 13OX 1510 PLEASAN -iONj � CA . 94566 SHEET INDEX I COVER SHEET STREET PLANS GENERAL NOTES —UTILITY Alro'PROVALS VIEJO CAMINO 1 All work shall be constructed in conformance with San Luis -NO 3------ VIEJO CAMI 'Obispo County standards and specifications and shall be subject to the inspection and approval of the City Engineer. APPROVED UTILITY PLANS 2-. -. All existing utility locations on this plan are taken from UJ se4 uzin!�A�_ a 8(0 .record drawings. The contractor shall notify underground CITY OF ATASCADERD ..__PAC_1F16 ..GAS a ELECTRIC' '--- VIEJO, CAMINO service alert (U.S.AA 800-642-2444) prior to beginning any excavati-on. The contractor is solely responsible for protection of all underground utilities.' ell% VIEJO CAMINO 013115 :3. All water meters, street lights, fire hydrants* utility R C E DATE poles and vaults* traffic signs, etc. shall be relocated 6 SEWER LINE PARK CITY ENGINEER behind sidewalk unless. noted otherwise. 6 -2 IS 4. Contractor shall maintain two-way,traffic on El Camino Real .........-PAC I FIC, and Viejo Camino at all times. Traffic control shall be- in accordance with Caltran's manual for traffic control. No street closure without the City Engineer's permission. 5. No construction shall be started without plans approved by the City Engineer. The City Engineer shall be notified at 6 4 1 UTI STREET S LITY PLANS least 24 hours prior to starting work. 7 EL CAMINO REAL 6. Soil tests shall be done in accordance with San Luis Obisop, County standards and specifications, Sec. 11-351.1403 and 11-351.1404. All tests must be made within 15 days prior to E.L. CAM!N0 REAL placing material. Test results shall clearly indicate the location and source of material. 9-----SANTA BARBARA ROAD 7. Compaction tests shall be made on subgrade material & _/Z_ material placed as specified by the Engineer. Said test shall be made prior to placing of the next material. DETAIL SHEET --ATASCADERO MUTUAL WATE_R._.00. _ 0. 'Subgrade material shall be compacted to i relative compaction of 95% in the zone between finish subgrade elevation and ape foot below. All material in fill sections below the zone mentioned above shall be compacted to 90% relative compaction. 9. A registered Civil Engineer shall certify that the improvements, when complete, are4n accordance with the .-FALCON CABLE approved plans prior to requesting final inspection. "As- built" plans are to be repared after construction is 'N p complete. 10. An inspection agreement and preconstruction conference with thd City Engineering Staff is required prior-to start of Construction. 11. A City encroachment permit is required for all work within the public right of way. 12 The City inspector', acting on�behalf of the City Enlineering 4� pepartment# may require revisions in the Plans to' solve ",unforeseen problems that may arise in the field. All revisions shall be subject to the approval of the Developers Engineer. 13. -Street secti-on shall be based upon soil tests# made at the construction and based upon a traffic index of 740. DR BY DR. By PROJECT 14. Curb grade construction stakes shall be set by 'one of the 'following R.C.E. or L.S. in State of California. BORDEAUX HOUSE REV. CH. BY MID G. YAMABE a HORN ENGINEERING, INC. 1'SO' Existing pavement shall be cut to' reveal competent DATE fi(e :structural Section and new pavement shall be joined at this N, 130501 CONSULTING CIVIL ENGINEERS REV CITY 0 F ATASCADERO point.' Structural section to be inspected by Engineer prior E X 1 3/3'/83 to placement of base. 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' DR. BY JR B wm Mi�= RIICS CH. By ROD G. - YAMABE a HORN ENGINEERING, INC. DATE 5665 E. WESTOVER FRESNO , CA. 93727 CITY OF ATA,SCADERO CONSULTING CIVIL ENGINEERS REV. Ex- 'UTILITY PLAN S14EET TITLE COMPILED BY PHOTOGRAMMETRIC METHODS (209) 292- 5703 G, CLOVIS, CALIFORNIA 93612 ET FROM AERIAL PHOTOGRAPHS TAKE '3097 - --- VIEJO - CAMI N 1-3-86 WILLOW AVENUE, SUITE 8, SHE S JOB NO, SCALE I'= P-0, CONTOUR INTERVAL 00-00 0 E 2800 .............. E 00 ........... 900 000 x E- .......... 31500 E ------ 400 E 57, 7 000 N 51 '500 E -—-----------------7 .......... .... .................. 920 0 0 ------ 0 ............ .......... w UJ .... ...... 94.- t 6 ------- .......... go, ................. .............. .......... ............. v 0 ................... ---------------- --- A ul 910 90 0 0 "9 11 it A OD ........... ............... 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E ,1 . --"-.11 1-1---"I -..-,-.-,.... ..______ -1 I . . . 938 - I __I --,- ;�=___, I .- � � . . 1 .11-1 - I I - - - i I ;; ii:: 11 ; ! i - -_ - i I � . . i I I I . : � . ..........--,-...,. ___._..___ .. " -----_ __ - .....___ � 0 ,_ � -...-...........�'..-.-,-��,-----,,---,-"---�.,-�...........�...�....._,_........................................................ ......_. __'___.,.,__.___._ _._._...___. ._.._........_.____.__.,___........ ..,... ..__,___.........__....-........................_____.........�--_----------__---------........................ G : , 1+ . - . , �-, .1 I . . '. I i I - . I L ,---## I �� I ; . � , , I'* � .I----- 1.�.--,--�--l..,--,-.-�,��..----.-----.--:,,-,..-,-.-............._.........- .1.........:�11-11.__......................��__,_,"ll.-I.-__. ......__,______,_________- L ...... .... I __ -___.1-_.__ ___ I -.--.-I- I i ,� , � . - i / - � � . , = ----__--_...........___ -_ --...-..-.I- I ; - I _....--__---........�_�---__�...�.....______�. __..........- - -- ..- ..1.Z____-_-____-_1__*_� ..,.....-___._1_ ............- onformance with San Luis � . ........_'___'____�_'_'___ I 7 I . I ____t_ ,- � - or, acting on behalf 'of the City Engineering __ _�___ ____�_ __ ___.--____---____- -1 ___________ 936 - , - � - � � I _............__", - / --__ ... 1_1 ... - - 1___...__11-------114 I I . I - I / 1,�, 936 _____,____________, , -----------------[--'------'---, h . , . / " P � Departmentf may require r I - , .I-.I --.1- - . ____________11� I . � I . . 7- . 1. � I __.-..........___�.........- - ......._____,__,_.._ . _____.___,... I- 1��, __ _16� _._ "I .....1_1.___-.___ - __._._�_. --------:-,- , subject to the- inspection and appr � unforeseen problems that may arise in the field, All- _____ --�-,----.,.-,,--.�.�.-------",�...---��......................__�..................................�____ , �. / I . � r _,.__._,_____ - " _ _____4__ " 11.._1_.1_. __,_,_._..___..__.____ ____,_.._, � ._.................-----, -.-. _.._1_.__.___-___...........�............I---_-----__.........__ I------- �1, - i � I -1 I - - -.--,-.,----,---�--,�,-"-.-",-,.�..... -.---,----, --- . _�_ - I ..-..- .- ____ � �............-..-.,-. -1 ---=-_ � this plan are taken from . I Engineer. . - - I— / � I . - 934 1 , . I . ......._____......---,-...-,- I _...._-.,..----_,__,_-----------..-..,-.�----.�---"-�..---.----� ______....__...__. __ - ,- .--.-.--"---.. .-""--.�l---,--,-".--,,----.."-.. 1_.._..___-_.-_______ -.1.1.111.1-11'..............__.--_-� I I � . . . 934 _'______'______ . ; . I I . . I The contractor shall notify underground � . -_ I � - i � I _,______,_,____,__._ I..............................�� - --..-- - - __-, I ,.--..-, sery �ny I 1 13. ___.................___ ........_.._____,_______ 1_.1_-_.__.___ __--...................__.....� . , , � . . . ' ---__............---_ * I _..._,_,_______._ -__1-1 I-- . __ - �I 1-11.. . ,-----.--,......____�___............____,____._._,_____.._.___ I time of construction and based upon a traffic index of 7.06 .. tI � � " . _.__,_ .11 _,___-..--.....-----.----..__-_11.1.........___.__,___..1------1.______________._ -1 t111.1--__�_-, ____,........______ ,--.-.-,-."--,..-�-,-,..--.-,.-,.--".-..---,-�......___.,_� . I I I ..__I- ....____.._.__.._...........__..____......._., ... __.... -..-,-,-- � 932 �1 # 'i 932 _____-________.__.____ . ......._____,_._.........- ,-.-"-.-, ...-..-,-.,�..-"-�....--.�.",-.-----,---",----,----.----,-,,........- I . I I . ' i I t ,_,A:� . -.--- 11 . : - � � . 14. C l be set by 'one of the z , _____� I � �� n ....__...-I-� ___ - __ �____�___......_ ..__-______._11 I—-_� � ---,---,.- .__ ....- ____,__,___-.........--,-,-,-.--,---------,110-!�-,--.----___...............-- .11 ....... .- � ...............��___,_,, �; ire hydrants, utility I in .State of California. r II ---,--�--.--.,--.---",."--,,,�-.�,��..----...-- ....1-1-1-11111 11 111.1.111-1111 - ----...-.,- .1...............-..--.",---,.--�.--",-�.--.-.,-.".---.---,---.",..-."-�-,--�-,""-...--.----.I........__- -....................- � I . � - " , I . I . . I . . .....................__,__.._, ..._______. ......-..--..-.--"----,-,,�.�,--�--,-,,---,-..----..-.-,----� __.__..._� poles and vaults, � . - . I . 1 4 --.-.,.__.._.._,__.___._,_...........--",-.-.----.,,-,-"-.-�--,---,.--,..�.,- ---------- � I I � _,_____,_____.._,__......____........-----__----................... ----___---------------��_., .....I.......____--__._.-___-_ 93 .................-,--,------.- �.......-.-.. � 1--.____-______,___ -.----"---."-"--...-,.-.-,--"-�-_--_-__-______........___.__ _______� .. , Ei h I ------0!:)71-------.___11-..-I.--.1_--11------ 0 930 ___ � � . I I - - -- - _�, . . . . I i j - . , � . � s 7 � _.... - _.._,___._,_.______.............................-"..----........�................_____........__-,......._�...... t ........................___._......................................................... - _=�= --- -- ...........-.- 1--ll.--,"...-,.-,"..,.-.,".,..---.�1.1--�.....................11.__...._1 ...I................................_____.................._.......................................................--..--,.-....................._-1--_....-......................._� , *" I1 . ; po -, -----IV ......----.___4422__��- '42�_ -_ __"__"______,___1_121PI� ___ ...11...............__ __._.____ .......�_______.............._�___,____..____........._.._.._,____............-",-,--,..--..........�....................................._._."............................__..............-� e, in � . . . . ..............._�.................--.--.,-- I—- ___!!I_.___.,::� - ......... ------IN"- :::: -�_:k__ =____=_ - I'���--.-...----.,.---"----,..,.-"-�-,-.-...,..........._._..___,_,_-......___.._..............�.....___.._.._..__................__-,.......................I......................1.111--.."......_7 -11. 11 I I I ...... __........................�..............................�_,_....... ...... ..", _____ I A : . � 1, I . ___�_4�QW__,__--____ _"_______' '_'___'____'_ ----T---,_--,-.-- 11111�,__ ___,__ ......--,.-"-,-,---,--,---,,�-,----,. .1_._._.1- ..._.__ � -, - � � f ......__.,_,___..___............-,-, -1 ___.__.._-------_ _____ 1 928 ... � No , ' ; -1 ____ MM, --- 928 . -111 �, t 'the City Engineer's permission. � " � ........__.____..__ ......- - . I � . � ... I I I . I �1. ..........-----,..,- .,..-,.....I--.............____--__-----___ __..... . .-.._'.....At ...................._-,-____--..............___.....-, __4V-_4r_-_ - -,-- __________,._.,__ _._1.....-1-1...'......-_._-..___-_-1_.1.......-,-...-..-.-..,..-.-,..-...-.".--I _1___1___1- _____._.___,__,1� . . . � . � I . I � . I I � 4 I 1! � I .. , I � I � I - . - ......-.I,--.- fAD--�-.,.-.---�-----,..-,..,..,--,,,--...-�,-,,,--,..,------. , I . __�______.__.._____0.4__1 _____________,___ ....................-...---,..-"--"--,�-,.---,.--"-.-..,-,---..."-.-...�-, ......_--.1........._---____,_.-.--__.7, I x � �� . i . � ........ ... ...I,-11-.-_..__,_.____,____ _... .-.". ___.__________, __..__.__._ _,__.___... � ------------T__---_-_-____, .......I -,�.-"---,,---..-,-.,.---,-,--. __.."........------__-------__................................._...._.._ 5. s 1 ___---__._1.......- I I : I I C ___._ ........__2�1 ............. .1......- 926 ....--.,....-,.,---�----.---"�,-.---,-----.---------,.---.-......-,--..,-...-........_..__._.......-,---,-..-,..-.-..--...--,-....--�..-..-..--.-.-."-...---.--- : - 1- 11 926 '---' . I in. abandoning old gas main_�,& __._._,___......�--___--.......................... .... .......................__.....-....... , ... ._____,_ .........__... ................ ____.........._............ .......... q � .� . - - - - . � -_ I - ,� I ------,02, - - ____<Z 0- `W I I - _ I . I 0_-V Al Z .-4-4- _ _6__ ,4 Ad!��_�.-, � 1 7; __ - -_ " r g new main- tzg::�CA,r��&i 4Z __ ---- ;;I " _.___,___-------_-_.....____ � I _....................._.____ ...... _,__,_..__1 _ ........ 1-111-- _ � I'll .__....I- _.__,",...... ",---,"--,-,-,-."-,---,--,-"-,----,--,-.--�,-,-",", . ...........------. . , -------...- 1, I - ,�. - �7 - . --------��----.--------..--"---.---.�.-.--�-�ll- l '..-''�ll .I �� ; , �� - �_::�� ! 1, _-1...........,....._______........-11,......-..--.,........................................... ........ ......................... -1...I....11,-----_____............�......... ...�.......�............ ............. - Z� � je _._______---------- --- -_-..--,-____,____...____ I....................._,__,_.__............._...___.___1.__.._.1._1.................._------,---......___......._._,� I ; -_ - ....... ___.__---_1__- .. - A I - � I - 11 . . -1 I .11. . - , . ______� _____ -"--.....__,_,____, 14, . I , . , :- , ---- ______.__....._,__...................�............__ ........ ___.---_1____ _ ___...-........... ....... _____________.. �� ......_'__'___'______ �; 6. h S : . . . .. 1 924 ............-.-.-"-.--,-.,�-"--,-".�-,--,-�---,-,,.---,-,--.--.-,�,--,-.-,-...,--"--,----,-,---".--.-------,-,-.--,�--"- I I --_-- ...._,___�_,......... .__", -, ...... ............- _11 ...,.--.,.. _-11_.__..__1 I ...__1II�_._._ 924 - I I . I I : . . - � 1.11... . 11 I - I . -UTtLITY -APPROVALS -.-,.",............_________,___......- ,J ..._.. .___,___..___... .�-,-.��,---."".,,.....",.,--.,�.....--I--."- ------------__=�L. - __ ....................................................� ........______.__._.... _...... __....... __...................-�-.,-"--,�-,-."--"-"----,-",,.--,---,-"-,.-..--",---."-,----.,�.--", V_ - I � r - . II -1 -1......-..-----..,-,,-".-,".-.-,-,--11------.�-.�-�".--- ----,-, __ .1-1 1. Z ___,__.________. - ._1__-1__ -tt I, I. *,��__.__1111141::;�,�,.,4 . I ...... .�.... � I . . ___411_�-"I- M _'0_T_9=9_t100 - ------r 2;�� ..,g:::;0 .... - - ,_,:, .-.---,,-"-,,-,---,..-"-.��--..-.-,.�r...-........-"--.-"-----".-.,--.--,-",,�...... 11 . . . . _____........--,.-,.- _-.11 I 1,1111--m-111i'j. I'.,--..-........_...- ----------- az;04 .. I...11_11�...._�....--.1.1- -1.1--l. -1 ___.,_.__ I'll..--,--...----��-,.--,.,---..-...,-I.... �, . - . , -.1,.11-1. -1 I'- .....................----------------_11....I.........-.- I -, ..................- , 113-41 'iI� ___--_----______........-----------_'.......... !� * --'W- � , ___..__,____._......�--,---...-"-,.-,-,-."�,-.,.-. __ -__ -------::A6547. 0-5-----OW9174:::71461-..- 922 92 ,___..._....................__.1___1.......................................-.,--....-----------------____._______.__...........__.._�....I . I c ,IIF__-_----____-_......-------_ I.., i� ���� M42M.: - - 2 - , III I -LL_M�5 , I � � , I __ .1 _. I I u) " (' 'g-1 S-8(0 � III I....1.__..--.._-._,..........................__..._____,--______,__._....�1___._...........____ I . .. - - -..-,-.........___.....................___,___,..__,...............- _......_,__ , . ........-.---...,.....................--,-�",---------.----�-���.-,--.-,"..-,-,,.-,----""--......_.._____._..............-"�,-",�""----"�,-,.-."-.-- __.,._____,___.,_._ shall be made on subgrade material & I ; _P CTI41 �, . ACIFIC � I ..GLt a ELE C ' -..,-",...-"---,-.".-,---..--.................--_-_-........_._ - I , - - � - - --)-4z74,;c),,,---,,, ,---,*-,"*",--, ,___*_,_ ____----.---_-, _.......-,-----..-,.-.-,.-.-..........-"-...........-"--....----.�,."--,--..,--"-�,."---".--.",--,�......__..__,_,__....................................._.._,_____,.____.___...................._____._._........................---__-�........._ I s specified by the Engineer. Said test - 1 . . 1�___�_ __, -.-- , �_,................----.-"------_.- --I...1-____...._-_11_-.1-1------.1-111--.1 -__--.-..,---.,-,-""---------"-"-1_1-1____,__-'_-�___ _ --_ - I ...........�...........___...................................�...........___...............____.........__._,____ '--7------------7..........*.............................-1111-1.11,......-11-1........11......___.......__......._-�__-I........I--1____.__.._......__.. I . . �, 92 ........................_�................I..........--_-_.____.__...................---------.--.,-.,--,---,--.-,---",-,--,.,.---..........- -..-.--...-.,.-- ! s � 1__.-__...1.,__._ ..-",...--"-,...---�..----�,.=-4:!99ici4 ___��.....,J�� _11�__ _.._ - , ............-.1......________.__ --.--- 920 .44 ,� - � - . 'ic --,!: I .0 1 : I �............ ----.--.,._ .1 1�I_ 1-._1_,_1.1..._'__.__._ . - _. - - � � . . I � I - I I � I I - I I -, - __1_1 _1._.____--1___....---__---,-"-,...,-"-,--...-.-.-.,---,�.",- - - _ - - _- - .1.11'.. 11....... -- - ...... I - � I � 1� � ,a 11 C�-� -y- �' : , ...___._1_.__._,............___�� . I n J__ I �� I A . ........................�..........--....--.--,. ___I--,-_._------_-------------------411-11,--.--.-----......__�...........___............---,,-...-��--,,--,..--.-,�-.-.-,....."--,-,-", - ' 'I . I - . 11 ,., o,'a relative '. . -21*$4, = � , " I 1� _� I . % I ,� __ . �........-,.-.-............................___..___,____,._....._...........___. .. I'll ".. ..............�_..__.................--_---",-,,---",��....--.�-�..,-,�-----,-,----"�",--.7,���......._____________.__ ----.- . � � - - 1 __ I � . . I I , : I fi -".--,.---",.,�.-.-,-------.-.I................................__,_.,_..._ .1.1 .......11 .... ...... ; I .........-.--.-.,".............___,__,.1.....-1-11.....---,-"",..--"-",-,---,---�'..-..-"-...--................................__,,_,.,__.......-----------.................................. __--_------...........�........____ compaction of 95% in -the zone between _%a.iELL.- � 0, - .. . I....... -11--a -1 -�AL-===-���====- ! I I .......__. ________t FWC �Jcfi ---"---,-"-- - ___,__, -"' � . -...,-..-,...................................................................__,..__,________......................... .....___ � ___.........______,__,___...______......____.....----".�....--,-".,-,----.,.,.-.............._�..........................--____,___.......--.-.-"--""-�-,-..-�-,.,--.-...-�..................__,____..._________,___................... foot below. All material in -fill sections . . 1,I ; . - ____;�_� -_ ,`-_ -,-,_,_,_", _ - ____ _-, - --- ----____ _ - -"--- _ --- . I . I 1 7�11 ? ,_-.,_ I I � ,,-,--L-- . below the zone mentio . . . . I . � . . 1 7 4;�*� 40144 . . . A��i". - , I . : � I .�5. _�Z&,�,�__ 4!��Flwz - 6�/ A40- 413011PO . . I � � Z . � C ITY E N GIN EER: DATE . AERIAL h SO.._.CAL1F019Mk.._US . I . . h ; . � - ,�,� __ I I = � .. _� . ____ .--- -1-I . I . - - . "As- I - . _�Iuttz4f . - .1 . � - . I @PHOTOMETRICS ) I n t inspection. . III' n L. S1111� 11"i . 11 � . DR. ey I I I . JR built" plans are to be prepared after construction is I D� I � DR. BY - . REV. w L,-,�� 3-25 �A � complete. I A4 . 6017 I 11 ' 'I -1 , - , . . 7 CH. sy ROE).G. � - , 6-Z, I I -.ATASCADERO.. MUTUAL WATER.. CO. . - i YAMABE a HORN ENGINEERING, INC. I I I � . ,_ � CN I (A , 5665 E. WESTOVER - FRESNO , CA. 93727 1 � . . r,"� I '�- 114, _1 " ,� . 104 h : I 01 1_73 . DAT E 5 --- - . - - . � . . I 9 .:r " � I I- " . - eN, he ning Staff is required prior to s /' I ;11P1 CONSULTING CIVIL ENGINEERS . CITY OF AT I � 3/3!,,�_;,,- I V. ..ei 4-86 ? , -_ P_ " RE I . 3 �� *-1 , I . I . ""i , Y-,��--W,t/, - - " ' I',- I . I � � ., ,�# 1 -87 T COMPILED BY PHOTOGRAMMETRIC METHODS I � ...1� I - .1, ,/� I - ,&pZ-3 - SHEET . . . I I I . 11" -1 "I" TITLE - STREET PLANS . I I 11 , � ,�� ,-'f,, " il (209) 292- 5703 . . � . U , . � . I e�5!,�,-_ ,o� .* � . A I FROM AERIAL PHOTOGRAPHS TAKEN 1-3-86 11'. A City encroachment permit is required for all work within . . FALCON CABLE . [ , \,--,/�,� -�'-'_'_�-,_ �� I . I - � . I �. s I I . I 11 , . " -, I I /\ I - 7C- X1,'11AX126_7 L-,IIIIIIIIIIIIIIIIIIIII� 1\ - - 15�:�_ - X//- __ - - le-II Kr__W __ - ,-,L I I - \",� I / T9 44 -�'� / � _ - 11\/ I/ / / -/\/I _/ I �- /, -1-1 ,/- / / , /" r,?l/-,/ I ___ � �I I 1 4 BARA " � . � I 1 ,__111;,.__ I", I I - __ - I SCALE ['=?-O, CONTOUR INTERVAL I I � ' .1,-r'i�, r-11 I-1�"' _/ 3097 WILLOW AVENUE, SUITE 0, CLOVIS, CALIFORNIA 93612 84-138 ,,, r , .. - 1. ROA D I. .., � 9 _-, I 0 SHEETS - _�, SAN.TA' BAR ,OF- . I . : le " --�,;._-_-- - I . . - 11 .1 , JOB NO. I ., f I 1. - I � - I _ "I I - - . 11-1 I I,-,_... I ...I'— I - 11 . _ I . , I - I . I . I I . - � � � . � I I - . � I I . I I N. I . :, I - I - . 1�1 _ I - .� . .� . - I "I I I - 1 11 _�� _ - - I I I I I - I I- _____ I I 11 . - ____- - - . - - - . - - - � _ I � ,I I , I I � I I � � � A - - I . . . I � - Revisions AA"Vals - Revisions ------ Appvve.Is Revisions Approve* - Revisions . Apprvvals . . Reyl3ionj APPrnw7va _ 0#8crivolow- sy Aw"roof cop* oiiwf4w of Rv# ,fpii A.P,..o7, 7.-'5;;- . A`-,-_R ,r_z, , ( -,,e,O lie works . a .r-,c%. .0#sCriptiom to d CSMMISSAMW SWvftW . __4C NY '1711.g 908*V 004AM - __ - I D**Cr1Pf1*1V Sy A^wW*d Do?* C"aty 4r,#ip#w � ���Q,.5-i--s I 0#8criptiom- :E:1AA*w#0 V*to AbW C*owW*A6mr-Skrvwmr -r-,,, _AP##WW4 Odtf COut-IfY 91*1111ROP %i$&Q - "rifir#R0#0 0;v�% I V.or-41W.%.1 - �A&W Wrr" t.L"Vo:M.-M ,w 0, dk= ,I/ I ft#e9,W00V#A##d0 #y - . commawfc-SA.L. V-0".01%A. 4-.6, 1 1/-Lt" 006*9 voystoff - &46.4 � �c boacr4ptiost = I - I . - I . - _.Itm C/ I - ofte's-404*484 * �AZXZ - - __ diftwz-Awe 5 im 0$%KW1bIoi4 TAJWiA 4A^"dWL 11.04 IAWf_4 X�- 5 196.7 '000vor C#. fap"Iw 1_,A.:=._Xz::_rA_f77Wr I . ?*W~....yWAW,- t___J - -.z 010- TLY775- . __ . / I I AMmIr A,oWk--va,*,AoW AfoWw-*---.- I I ALL STRAIGHT PIPE TO BE LAID . . CONC COLLAR 2*BELOW COVE*. . I # . ,P z."V14t.A.- 0^0-& C_ � f I � . I H 1 464 1 . I-A'.C. FLUSI#WITH COVElt -CONC.COLLAR FL415H WITH COVER I I . / i , . I . - _____ - I � 1. I - I I THROUGH MANHOLES WITH TOP � ROUND CONCRETE COLLAR - I IN A.C. PAVED INVALLATIONS./--- FGA CONC. PAVEMENT INSTALLATIONS. . . I I I ------ - I . ..I . I . ydrikillf I . . OV UGH BROKEN ; . . MANHOLE FRAME AND COVER I I I . Mm.1MMr0=M4 ftteeL 9PA" IbIff #40.4 0AJft AM IIVO,C� . . EDGES MORTARED SMOOTH. �� I . . - I or : I 6,1 . . .. . � " I ( --POURVO-IN-PLACE CONIC, /111 I . t�1-1. t ,Oi,g , I I . . . I COLLAR.FULL CiACUIWFERENCE. I . . . . . In WTev. 6A&4m t4.009ft 54ALL go.vvft WOOO #11%ut WrW644 1 4J . - � I � - - - ___ ______ - - . . - - , _T I-— I A,�= A MIMIMUM *.Of-e Or it:5 FRtIIA AILL VIV=11CWC7 _ArM. of4a ffliflifflu . I I, .I I I -11/t*SATTEIZ _k_kl!1r_ __. 2' m . -5- I TOP OF MANHOLE TO BE - __---:--------__ - .p I I L - ,1�� 94 L L . ..1� V-or r-on t _� , T40WAX06 OUILCT FIM. USe CLA61b"AI" I-C.C_ FAXX �_ 1-t- I .f�_6 L�_ . _____, *_ '_ - -��A_A_o a" � I � I I SET AT FINISH STREET " ,11 .LL E ' I . � CO&A&ASACt" . � ,.. .- -T5.4 $Am*OLOrz - AM&M TO 1L%TF_uV FULA- 041VT%4 OF U79. L J I,!,.. I": .. 7 , -- , - -" - ,- 11, 4P - , - NOTes - I . . . -'0'---% - � I I GRADE IN IMPROVED STRE . ,,, %% - . . 1-"-I :_ B%j I .:, - 1 4 . - . ...7-. ... . -V.-4 , I 181 �S�11 IF k4'40/'� ... I I I I I i _. I I .. � ... . .1 - 11 . . . . . . :v. *. . . " comtete feefi*"of ftei,� . I 7'-,-! .z..... . -__-112 -z' , . .1 I AND AT EXISTING GROUND I \ L . I . � L I I . I 4 I .-A ± - 4 7aiekAtO . % L . DJUSTIN RINGS . . , _r :.;0.. - -T .. - __ I I . .- . -.. * I � be removed. I L '.1.�-A.- 0 F-1.�77771 1 few lv*ft It 4alp- GRADE IN UNIMPROVED . I I - . L AS REQUIRED L . *Wuex& 00 CAAM5. 1 .,.. .0 (�4-Ain.depm.5h.-,&XAt:tt==.- --.-- %i_ � .AREAS. I . 0 - Vni '� , I I . I � - ---%',zF- C__1I -� I "Panslo" R,6'$1 A F NY r_/.4 i (0/#,py.,cc rm ,rhor avio-&I � . uxas%*&-- I . i.- SIDEWALK SECTION --ft mft z ftiw I I . I I % 11 t . I L I PRECAST TAPERED coNE OR I . t . I is,To"I,#45we RDGZ :. ,7-- I, 11, .-[44�1'1 ". . L I . . I . . I. . I FLAT COVER MA*MOLE . .1 , . t 6F"Wemmir" -! . . 4a.1h A4 A---- - I %\ . REDUCING SECTION. I I . J M i" ., . . It. I . . I . fe4"l if"W-0, . L - . 11 I C"�*a Tom"" *1A,""kA%A`" *.* ; - -- "�' . I/ Ir I I I L I 0 . . �� . -- P I I .3*4 5*040 C.-(AW It - i �,- __1 PROVIDE KEYED RASE FOR I - ___ " %"Me IN"M 'a I ,# -evAucumm X A rr A / 01 ft �, . / Curb 111 4kiftr deft"a 12%� . - � - .-------- - . 0 i - ECAST RISER SECTION. 9=10 02"O .�9WJA6n .@_ _"" �, I I I YAPiAilt I . ______ . . Aj 11 W,W,#MF_) cat4le- . L � -I-- .= I .. W I i - I A - .. , - .. - . 10L Irofte III" . . . . . At 1 I I . .TO BE PAVED WITH 27A.C. . i. - I- I . . � I_; : I L I -�- I D. :D I L -I I . 4n ?�.' I .. - POUREO-Iti-PLACiE -. I . . I _.-.*.-�. - . ... -1 I . .. R _; � -7: , . .OF- . v"'Ve !4 JAV,-0, -I . . (85-100 PENETRATION ASPHALT) ... ---:I_-, . I 2 -I .;,:;,� . I . "I'll Al, * . T..617 __. - ;;� '-._I;1'.I�1__ 0%� . I 11, .� I I . BASE. CONC. 13*RADI t I �,*., ____ '. / RtL41�0 I_.. t.��`* . I TACX-COAT CONCRETE 8 METAL I .. / �.. � i Ifr_1 441my i .4., ,.I - , . \ . . .*..* . '. L I . . . * .1 I'll, .:I,.^-,, .- _..�.�...;_.�......I� I . I- / \ _. . - . � . : . :.. I / / a/ / . � �,'.... -X 4e':;� 11_1� . - I I I - SURFACES PRIOR TO PAVING. I . I ,: I I \ - . L '� . - .. . . . . . .. _, 7 I- - . V,..� �,\, I I :�`*" / ,O� \ 4VA11110 , - ? . .0 *.* .."o,---; . '. , . . 5%4*wAt Itf�W/* z mr - .wl � . . .1" / I /I I I � � 11 14 � I a, Il . . � ,. I \ L I ;, ? . # .. _�..... -_ . . ___W�_ ___�:t&/At4w L 11�._ I - I I .. , , 1 7/1� tl'� I I .. *- . . I W . . .1 - I I . I . - 0-#:'. 40 .0 I � Ilr�7 . 7 et'riffy AArympad. 40AVCAWNr WOTH AWA9WVV TO r#*5 CONCRETE COLLAR d! I . . L_ I s&, pipe :..1.6 . -.;.'.. . , ali IE- I 1. I , SIDEWALK ics--�4ff r&MMOW Pofjvr � -i , ---I- - I i 01 . .. . I .-' ir �. - I . . - � I 1) 11 � : PLAN . 1� ..:� �, \0" I � . . . .I � I .......-a . . C404 44d sitav - COACME.eCIA 4 aphy she//tw Apy#X. - . NOTE., I - / INSTALLATION TO BE Id' Itt � 4v' / . 0. I \ I � /� - . I . f 4_0AM %=U&Uut I . 14 i 1, , . I - .1 t,�':,��: I . . . . r � . -,V../'�*, Ao-wrted ewillf exMP&A'd � . - . .: -2 :�I!. - *,.;"..]--o' THICK &FLUSH WITH STREEr .- I.- . ;; I /� -.. . I I \ . f,u,ts J - . " , ,�� . I 4- �� -_. its. I N ,. I PRECAST PIPE ADJUSTMEN k �. \ , � . . I � 't �, . Mw,4=000*v?*WN 1. __-414, 1 RINGS AND TAPERED - " -� D_ _. t. __� I ------------ \1 t ---- I _� t Z-6* . I I I X L -1 _VIS-1 ��_L FOR CONCRETE STREET .. �-: ,� � -i-___ .7- 11��.I .. . 0. , . . - I.. '-': - -- -� .1. .., __._ ..:4 - - .1 - 6), . _.,, ;'. '._. -A *_ � WOX,W,4�-Ammae sojw* ppmvipi-w .vr-50ctloff W-r I -\1;*-PAa -� 4 :� SECTIONS SHALL BE INSTALLATION. . ,.'. . . -,/.. _� I L . . PLAN I- I- - & � �_er- � . -- -,= I .;,.. I .;_.: - .,- ISFC110N ,A - 0 �_ = - /" ZWrWo Wi�*CAM,v*,Or CKPffn -\W . I P.C.OVO4C*WrW Twauvr aL*cwa-- III; / SAW?JbL*A. - t ,-,�� I - . I . � , L 14 Area to be removed 2' Minimum I I or,the_-%Oe_-yand"d " 1W - . CLASS 1E R.C.P IN --' 1%0` ADJUSTMENT RINGS -�, I I I 1_1�1 L . (04ft SVAW�w*,--,- A"A"~ - P%.ATS W-6 SEE ZMEET " FOR GRATE OF-TAIL- t- .4, . *aMe. It � ACCORDANCE WITH ASTM W � - I SECTION *AA* I I - L i I I -?Yg 1 140*0,ft. &"my _� , f C-478 ELLIPTICAL., %r I I SECTION 'BI3* TMOAPar W.ADC^4 OOAA.6 Of 4a_lk"Is" .. ... .. .* .. 4__ .'4-�L �, .: .- -v.. .. . ... . I, . __ -- �� ca,gogw"d A,W11 AW me - .. C1 11 I SINGLE LINE � I .1 - . NO $CALE I No $Cktf. - - I 4404011" POURAO.4201 4.04010YU111800 404-- 11;MADiLe . A % ;: .. . . I U7 WADIU5 . ,,, . I , . ,_$-a . . , . . . , . . I 1.�, I I 4 � . .; ., -..-- �t-- - *~e P�,~"#,ty"'. ;_ tf OT � . . . � " +- 1 e_.. r- . .i . ;, .-t.*, ..... a- � . _ .�_� 1�1, I � ; 1. � 114 t REINFORCEMENT WILL N 0- I . TH 6LO" - ;�! ... - 4 , , .- ,. .. . . . I .. .4 I -Z I L 24'DIA. . I f -z 211t. 1/4-1 . . _ . . . .4 . - - . -.4 I . . I I -_ Is , t. & � I__. .* , #- I. A.#_ -:4 :__ --I 11 1. I D _rXAWAW%5W.41t�e A*.-, __ I - A I BE PERMITTED. . STANDARD L _____ ,_� I I. GAMIA OP 1vtON1484 .�c . I 4Cr-43r-.C9=55 W AW,LE 10 - t ozye - . . 4a So � -7--.^..r,1,ir Av;.-, ,,- a. . 9b -_ I I - . iKA1k&111WAdA6 � I a-t* To ta-01 6* MATCH W - PAVEMENT ' SECTION �, 4LZ .0_* --X,s,A$i"q V0�4t aw AJ-0mio-alkirt ,. a ____r_ t- NOTE: PRECAST CONE LL JOINTS. . I I L MO FAa 7%7�,g fer O.C. -L -, �it ftvff W . 2$'JV WATr ZXAMNSZOW .oWNr .If - �. A - 2 -1 MORTAR BETWEEN ALL - - r1l, 4--111 L I 11111"414 CIA V WCA4 � %A 72*E 1 � � _ /f:W;Aw -I z 1 STRUCTIURE,111ACKFIOLL . TAPER SECTION TO BE z I I I I . I . I L I .. . I.r Lp. .6 � I %,I . . L I ; - . �, . �' L I - '. - I I t, 1. _-Li - ACCORDING TO APPROVED !- I 1; - - 4r-1.IT" Pol W I "Pansioa joint . '*� :122 .: .�... 1. . . I I --- . - PaCA7N14=0TV . I . � 'A - I I Z__,__Jk�� X XATM"=W:,7 T"VAJOr NPLA 11 w to be rMovai t fi . L= ==. _:- �`v- . .. _-� I < , I 11 11 . � L I . FAC, L Ar - V minimum 4 ,rc- 1-1 i , . ..*.-, . I I yh, %67 . -I IF - . ..� .;:'-!- rn,IF A . DIMENSIONS. VAN CLEAVE 2 - I ;/ -1 I - . a 1. 2A.Abdpw a . ' I -t 09 . .- . I � 14 ! �W 'W . ,� . _� - OvAr 4L,0P4& 1 1511900W.416.e AMIelel"V49 I-- 6- L "* OR EQUAL.- . SLOPE I"PER FOOT \ ., sit.yi�� 4 - . I,.- .-.-! ,of I - * _: � L� V4-+Q0Ie4 Jair" " SCA410 1�". 1. .:,... .." I -a) L ,JA A - ru 1-4-4----- . . I L / __� L � � , i 45- . # . . ,J Z" .... e I VN ..-*:,.- � y 4�;.;o r FROM TOP OF PIPE - . , r 'L PRECAST PIPE,ADJUSTING RINGS AND TAPERED I (: I I Curb ffa�� I . - . #. . 2 ., I P - � f , ft t ., 2 TROWEL FINISH Ici WITH 437,161. C-4TS,USING TYPE .P-C40"C"T's I:% /l.rl-��.��Z..,11,..�k I Wo to s: . NOTE-0.)7YPE., A AND C . CLA" TO BE . ' . U CEMENT. . .1 I: � r 11 I 09VrAIL. rr swocf% . I . .I I . .I . NOTE: , � I I AIr 810140 . . . � I - I z I z I_.�� k _____ I I ...;- I e-0*4+ou c--. (1) 3�,W*Awlk Akk*mw 6 he"t �, AX,04AI,9161N "101AIr L I . UASS "S' PaC. . - I I , . SECTIONS SHALL BE . .. 1, . - $404C. *_." /�// , . : , tutwe /Iflts 94"414irwArhe 41110t . 1,_77" . I M)A r. DIKE TO BE - TrPE ,"S". . � - ENLARGED BASE OPTIONAL 44 DIA.- - 4# I 1. � \ lot MORTARED. � . � t - . %%# . f4*Mome G C . a fadw fifig-t/ I ,. - we-.�,4-t ft,,b44. . -1/1 ///z 1.4 '� - . Arimrvap.d . TO TOP OF PIPE. SURFACE ' � �& ;A I .. f il, I / . . - "Ijk-. __ e. I . I 1 14:; I I ; // . �4 - .i V, ,#,p"oeher. . 11 I � I I I i:::1z_ I . �, 11 _f" � L INTERIOR AHLE - (t41-r-1141V) 4 0 ;I", / I . r � . .6:. .� 4=70NAL CUFt&-4VrrZR.(. t-4YJ-wR:�vre Bo4efltf .rhall cont-op.." 00 Me Aevri.r4iws , (3.) 3TR.SKFL- See% 113-3.06 Staft St&Specs. ", ..... .. 4, , ,'.:.. 7%- . . I�_ TROWELED SURFACE. . - OWTAIL. -," IJ i Z; , I I . . . . . - . -.510EWAL.9 JXWL . . . .. . �, %. . ' � - --_ I . . . A*r FIRM KY=APAT I I I -1 I Aisww � ," I ! ip.- I .6 . _ _T of JeCtict? 19-404 40r Me .Stwfor ftavdard I . FLOW LINE TO EQUAL I %% Ii� SEE PLAN FOR FLOW LINE . L 1 4. W THE DISTANCE BETWEEN THE FLOW I INE OF THE Ait ; ,Z� V*AtU. . . , / - - A.- 9=tr 13- S - . �-�. �, _,7'. ; %N .42T.� '�, 1 I I MANNOLE AND THE FINISH GRADE OF THE LID IS � I U = /,/� // _�. . , , 0 . . ELEVATION AND SIZE OF L I . A ! "�, 4 < X, I . .. :rnftt#*$&7dP0rVddd Cum- :� I WMS's 401&ff L-i . i I � - i I . . ,Vd`CiAF'C4:r,ti00P.F -- � curoys,Mw*od- I PE. '&I I I -f! . I I GREATER.THAN OR EQUAL T012 FCET.THE MANHOLE . - � uawne nxtv be I _J -� '.....c.-.: - I i - I 2god cm�� I I -". ...'r, ` i* IS TO BE CONSTRUCTCO,WITM STEP3.AS SSOWN ON I FIRE WTOPANT I G�a_6ia of M= dffM -e'f A "i 9S*0nt0d C&P7*171 COMPOW74(f I . , .. ��*;.�):.,., I,- PIPE. L I . - . z"" ez Thf- W"OR DRY Irym rm MINIMUM � - gr.cd L _rJT',,Af'WJWAft S4A11'k*,fr4W dy',o '?,�O_$W&W'd d,)�C,W, - - ;k ".1�� ..," I :,... .. _45_5V 1 _ 71a � _ ce'riny sh'al/ be 01, The a) ..% jX1, f I DRAWING No. 9-4 . �_. ....................� � - . I L � ,-I.' I W*Cft BM'f AHO MCF-1114% 'ThE REQUIREMEXT5 Of' ALW.W.A- JU144 TnI451-nOIII F'LAV4 I I . . I arr-rere-&de"X - I . I � L :� .-..., , � L . I I. : - _Porlhorl nr-*Ir _. 5 , I 1. .- It. ..;� I I L I IT.-m ' � . -SECTION L riot ffxm man om nair -r&A~,eac#wd, - lb Me p^WMOMS *1r-5*C*0n 30-;r I " I . 4 I . i , CURB ' P LAN - ae�ar a,* -me 4fmfewwy 4*r'~'V'ft arAd t MeMod 41=0rdl�V I. . 0: A , ..V... .9 - I ! - . I I tPsar-k_AT6i& owt Aw v5a:s. Aw -.s"ALL ,%I mr-p- r_ . I I I I ,I . I 3 FOR414 by 'TKE FIM CIMMM= IN WhMM -- .- I � I ..!�-X-."r., w . I I RMOUlftf-MERn SE ----7-- . ,� ZVOIC9M CA#`=--0Vrre(-rAft Dee" N 91MAII101-*VAV11y&M 4*:(J4CQ"J A*OJWW d.-10146 - -th,e :5fah_. St.a,)dard.Spedfica,�ionz. Curing Compo nd 1, 1 '41. .1....- ..-.4 _.Z.4 I..-- ;.-�, I Ty" rRA.T AJM UUAt%Z TO - ; _� a CAL FRAME . . I 1 " . L Showing cut -tWMIJdn1 is - 01?-�W# . Of a , ,;" . 1`1 ,., . . I _9F 9=1 mpeb ; � I ;2183md.anieS5 Op I . -S.: - . . -- _,� L I . � THIL IMPPave.MiLm 114 U=A -0. . %=% rckmr- 64""W_ VIPPW 40W , ATTAIM 0*IMN. Cz.r_&Xr.MCr. Infrom � � � L - . I _.', I, A,.� -. � ,:,7 t7.-;:.-...-.:�. . I aleod. liligip..77M_iffA51bk66 kah"k"0"Mmann,,4�.shwo Mary*a// I . . , 11. . I I I I L ow : , ...... ; , �.I 1,;...7.. _ . I � I . I I I .. . , I I � L . . . � . I I . : '�L .. ,, * - I I ` _... .. . I - . --1 �. . I I I I '"%f IM0mve WX-WALLep WILL IM101311M A. I . il . - - F"MTW tM eommemtl&l.QUALrry - � - Ap 0*41M efaaa-,*-,,ez . shall be Yhe whife pr�Sm&li4l5r* I 1� .1 '. . I � " .: :it.. .. . I I . - . . A& ,0M,5rAb934z0 VOL FDAVAA-1RM50rVMRhWo Se Arrg".,tp OYMAC ;Y � : ., .. i 11 7.� .�..,.'. . I . 011,101 I I . . . i . I PLAN - � I i $001WICOW06 Ref 1 4MM7 Ole SAN .LVAF 011AP0 --- sca.v:,� - v"&AWV �In lidl."J0411791 hffp_wlft� - . . -� .t . � . I *0 SCALE I . L 1.-I CCUNT'If 01�11t.. - AtIr"L.-rum MuTw V004" ArFMCNED err T"11! 4=UNT-y-_am4atc. I - � ~LIANM-,� 0r1AffMfNr -, :$VONO � COONrY Ot SAN 4111S 011SPO &alo: I cou#rr or $IN W/S 0813000 scaf.a., _W - I . . .I . ! I 11 . .50"Ificalvan Ref ZV~JW"'-*or~r&'Vff L I I I Soaa�fkxthon Rot ENC,WLr9WM# 4LrPA97WM7 , a a � CLASS"WCONCRETE(SIX SACK MIX) . . . I . I I .1 - I . . . , Wot4F L i I _1�1 _� . I .- I . . . I .0 JW&V AIF##r I I . / .., I POURED IN PLACE . . MA.NHOLE __ I rNfMrr~ TL VE'ARrAlfNr Maus �1�, - '. A%t4fAf4EAr1Xd VV1AVWMr . _ ; t . __ i I I NO SCALE i 1 , ,_ . owawfir jVA _ . . . - I i , prawat #A � � - '. ,� I I I . arew/w **. - I . I I I .. . . . I - -. I . AV, . 0"WN6 /0. � : I - I I I . . I I I I . I ; - ' ' I L I I � . I - , ;�:, . .1 - " I I - I . - I I I. � I I I I . . .I-L� _' - -'- , , ) � .1� L . - I � " � I I C_/ ,!�,-: .. , -- I . 1L.1 .,p- .1,I- I I I.�� I . 11 .11 I I I �- .1 I ,. I : I ml� . - i I _,_ SIDEWALK$, . 8 - .- CURBS . . . 1. I . 1� I 1 : '", � , I L 1 . . I . 11 � VIIWM�NLPOWI t", I& I ` . CUTTING 7 CONCRETE . " 6 7- L I -I . L I I I .I FIRE'--HYDR."T IMMaLAZION / ,� Toe"--4 Oif 41A t IM E T . C -3 i L . 0. r . . . I I .. . . 1 . . . � .1 . i - : - . 8 =""Wl "7-,;71 5 ' 1 tx�R.PL.ifs"'�-24- . - -.- I -----_-I . . I , i F" 4.d. 1 7W . M-97-M!" I . . J - i 1 5 . I . 1 � � I r ; � I - I � I . I I I � I . I . I L . I - I . I . . .,I STATF.BUILDING CODE �'.:I . . - 1981 EDITION --- - . - - I . 11 I - L (Pan 2.'rille 24.C.A.C.) �: . . Revisions --- A ppromis Rewwafis A00MV010 I Revisions A^ww"Is - � : I . . 008relpf4m 8 Appr4m,00 Art* - C#..,, ,r,,,i,,*r � . Description Awmv#40 Dwo ft00W0PIWv900FW-SvrWpW Revisions A'OprovaA - - - . . Revisions - I A PAW, - - . Revisions A 11% . - '. M44OLV=62 MA-151 0**CriPf1*ff a A40ow"40 04t* oh,eclor a P.#JAC warks '0 i --- -%,.I= 00fe'lativa #4 I 00to fy A00MV00 I oero - �-�._44- . . . . - . 90epoww"Wo'i -- . Id 111�A 414�i- I NY -MVIS _��t�c_ -- 8, APVMV _:y.,_C_gj�=, 41---bils osteriptiom -:C-V rJ*-W -_I � Ar AAwowvd Owtv ca-mir EM- _��C_ 42=Z.- 'I- I I L 48"min . I -__ _Akr *E)00&AWrI11.06VIAW WNW AP~i aksK 17-Tz _0VIA&S'lorr t Roffe 0i,it 0.,,f-,W�1*1 - .777 7 75",SIZ*7,,,,7�r 71170f." 0*8i#* Z Am COMWO eftli"~ . '4,4,;� D#scroptloit . .:n I. I L . --- -_ - -- -,- I . I P o. go Ar 000w),Co.cop, , A.7� 7 ---_ -AV 0AMOIr C4L dEfte I R-0-406"or 0"Noly ca AV. 4A;;4;W_ "--/-7lr .1 I L . . I . 1220 mm � . . I . 0*0wry C4, go*~', �Z�&.52Z rE77.< I d/Am ,?�Y�& S lqr,7 I I ZMA�="�X_�_ AA`WLZf7 4*zz - I . I I . L �I � I% $�6' . -4� I :.L . I - . I / - I I I e . I' , - I I . I . . I . i _-..--. _- . L I 0 .. L - .. I - . J - I . - - L I I 9 . . . .-4v f - 1� ;M� I—- ..I Lor-XTIC)U -TO be ArplgoveD .10, I . - . JwNt-2-_ -1 i . ...I . . I I I See note 8 ,�- 1 Y01014011 MOW=__5__,f1.M/#. "I., � - . . . � . 11 .-�-6". elY IMMC-.,1"r_r_Q LOCAno" M W_ I I . .;. ^rrroVep LM tW -, . .�IM4Zeg I . . FINSM . I &a -.A � I ISMOMY 40KA*7WW I � . I .!..1. CAP_� ROAD SURAACE' (:17 I I A . I axosloxlo kww.ft 440M "#*",d J* jiI #W""" % 1 _% 1 11 = M13TIMG ROADWAY TO fWOVIDE VERMC-AL .",1P. 7e:��CZKIC.C4Zd_AR(7yF) . I I . I _191 __ I L '"W444 of waf ".,r P.C.C,oft.geoa&Ad 1 55�� - . , �11 I� TABLE I I 5URFAC= AAD '50UARt CORNEPt. CUT tD&F-5 . a..-.W., -_� �#o rG-,:�**,� I L It . I Ir 11p, I have 2,rJ4Q,I4^C4 on ,4,./,� - .. � T)4RU3T AT FITTtNGS- L L MLL 15E 15TI?#MGMT ANO NEAT 114 A"EAIRAMCE . .*"a,. I I . q 1 7 . 4 . -0,I 70 X)E�PW,k . i ;1 %. � %" ;t 2 AT 100 PSI.WATEt PREOURE I . I __ �� - RA Cak-..C.044A& . - I I - ; . I . 1 44400 canA -KfIft"216t, - ,% -1 - - t.1-. I - I ;:": I L I - I "I I - (V/&'D,a,m S�Pvot.+,Aroe.j.w jetotTs. I q .'�'*'_'.';.'.*4�'.'-- I C E ' X ,�k- . 56'/4an' .4 S&W�Ar'dop Aw-4 E&VOW'd_10c4p,r � %." iz zt Pipe Siso - . I . -1 0" .t:�. �1.'.' ..-!.* :... I - I�I . . W deq. 45# d". 221e deq * .. :I ".*-.,:..,- E I ,�iw 40�' - � I & SIM a T"z StAd L tta-a-^me),61 .. . . " 7 I - -1 I -_ 411___1T_110-i11t_1, I01 Zang FIMAL GA%M--,,,�, .I -_ . . I 11 S A44 45j-4 eb W*KVW ----_-'It fAl i I _J9211- . ,3,6'L -1 *o * - .- a . - 0 111. a 9 I �,tl- -- '0'1_� . I, 0 0 r. 6., V- , -4-.,-BASE'a ""�; .,4, Z/ :% 0 1 - ..... . Nz..!� . 0 .1 " ._ - _*V ___� -51#11 - .. 1� �� %0 Qk -,z, 0 C __,_ . . . . . 11 . . L i - 1 C4 .11- 'a I *-.P,40AWO - - � I - ,i _ z 4*-100 1,7" 21"o I I 717,T770&V77=Mg1TVU V�_017CUV4_09V I . .d. - 14 ., I _r I 11t 1, :: 1,320 4" . 0 o 41 Is �� .2 ? e� . 0 : __ - t 1. 'B, a 10 0 0 a 0 a, 0 0 a oa odoleo -, .; .-----�- . . - . -.. . ; , . !: - : -e-- I i 150 1,850 2,610 1,420 720 a, � I I . - -..C- __ % - iii . - - 0 0 "� ; ,$qknote 9--," - � -.d-I - 0 0 � I 1, $A I t - . z , __720- _A I 0 0, 0 . ;W .- r - -, C-._.... 0 - . I I - I L � %_ � 11 -I- . I 11-68 8 .1 e �� &O., 0 t __ - A'thkk ".C.1d,6114F . -,boo S,370 - 1 360 1 9-57a RELA77VE COMPAC77ON I I I I . i - O'or Greater- e -'4 I—, , - , I ; C/,5,.Vc.r_ � . ---- 2.910 1,470 L �� . �� op. � L VI.Wiverce 1144 :4 4 I , , - 1 3,900 5.;70 2,210 1,470 - I� . '5 . . , . ,� ._-,,�'_--,,- t�- I I - I -_ _k_'�,_- . . � I 11 � I I V� Lo-A . ,4 1i ISO 3 1 . � 4 . '0 �L�_""___ �:t'4'� - L ' I . AVV 04�014r_ I . I I . C�_ _____ . 0--i'020 6,14,0 81680 4,700 2,380 1 - I I I . � -:5- �_ __ _ I �;� I?4 ;4 L :� L . � . 1-1 � I I % L ISO 61580 91300 51040 21550 . I I - - I " - . .. I I - 4t;Ara.C.b.* . 4�. _ ft . � . � ____@ I � I , _ . Ike - . L . I I . __ I,� � _"N hz`&�t &P....0,4, �kl; . IrZI . 1 L . I � . , %-�& I � .. 1k , % I 10._f0241 fill S.N 2.SSO L I I . . I -.1 �" -- ----- I '4,t.---_.---____, , -4 *% . . 51 - . i -Jfl-& I \0 (,VC/4e: � " Sao,. 31"a . - _% T I "'N . -46 Z. N -4 - -:z , 4% . . I . 44EE R= . I : -..�s: i � . . - I - K - -_ - -240 4,170 1 I 1 12.5% � . inalialies iclow . -IC-,r-hA,tSPr'Ak,1 . I I!! " 4 __ __- ._-1, . I__� - 150 10,750 15.200 a . I - -----@ -1 ; , � r I, -_- I � I max. ir10Arzr_RC4 � ,, lut. t � . _ -- . -llq n- ;2.222 9,240 4,1 ' 5ELOW cow-leRm- 11 I 0: *7 k - L117e) t4 � - I I'.'.',, ..G�1. ,I, � 44 IT I t ::I, 12*-: 13,330 la,a60 10,240 51 L . ; - at curb I � P I Z'� z N I . 90% REL477VE COMPACrION IMG Txw4r-A %14 . ; I . L % _I L ' . .. #4 - ;k __...�_. .50 - �. I O..".-.0�* :...1, I I % ., � . 4% *4 k 15,310 21,640 11.1720 51%0 I I tAlbemewrlb- I I , - � . - I I L - . - I.. I % t3 I- %U ... - I . * ----@ I z - - , - tv % __ I W_ - N I I � . ..,d:* 1�*,:# It*.; R3,-WM X i sswalk . . ; k 15,;.12 - - - - ; . I . - . I q� % Nt 21.§Ao - - 2..-40 1 . ;. ,-,. 10, - � - I I . 1'1�le ; - 4�3 _ W .I I -1 I L I . ., 0....�.4�'-a- . 11 --------CLEMMMM *0 be AVAIGU&TI! i .. I I I . . . _. 4( . LL ....Ir I,k kid J.J,V,Jfj 43 0.1ou J.4*740 *0"O I I . . L '. . . %I . . i - L . - . 7fl % - � -I 150 20,770 29,360 15,910 91060 . . � I - � For 51!mvlamck i . Casa E ' ' I \�: -11 q� I L - � %, - 4, 11--i'020 . I . � 2, A . -4-- � . ON'-I;FIJM CONNEC-riOW Cf? CEAD EM'D . : . I I . � - __ . - "I -I-.:-.,t f'�-.,- "I 1'. ,---S-4d$&CA-;Off t___� � L At � %a , 200 .222 - 8 9" I . . - ; -:� . . a,1��( ,�-, ,_ , ,���, .-: � - '� - Z2 29,360 15,210 1 1 ;� . i - ... - I � _,il- � 18 Uir I 0. �, � \ - a .1 1611-100 23,210 32,820 17,890 4 � : . T � 91000 . ) -1 . , �1 I - 3 1 � � -it ISO 26,680 38,010 20,390 10,430 I -- : . *0:. ., , I ! - . I k-w.�"I " " I ,,�' I : . . t I L .1 * , 0. . I I' I w � . \ ) VI. 11 I . � L RING-r"r CAP . . ! . � - . - , -i � "-d - I 11 200 1 ..0 - i , _�, , - ' . ___ _t 21,880 31,010 20,590 10.430 1 1 1 . � I -PMV 146- 1 , � .41 1 I .41 ZZI � - N - . 85% RE4ATIVE COMPACrION . ZZ2AP Nno# ,6v$,V1N4; � I I . 1� . . I . � - � I - . . 1. I WA&'J7rAAP0V ".:# I - � . I � I . . % �_ I L ������ � L- I -::-Jlv � - . I # _� I i .?-�a- . ! __ t " __.L�__�___ � I . I 1'-�- . TABLE � 2 _�, . L 6 '.... " .' .. - 1.- "'.,-" - .- 1. . .�,, : �, �_- A�w t T- ____ , . � I I ; ,- 5 840fe 24&ri" &*"L-- . '41 . . , "I � I I . I .I I , Ecr. .__ , I %0 , . .V C ZAMM A5 ACCNIM �_ . . .f4ple/.IV, _ U. MA7FRIAL ., - . . , ; " I 11 I . ., 0 15a , in 1b./sq. ft. , �s A -- .. .. . .. " . I _0 - I . _�_,_ . I L . . . ''I'll - I � 7- '14.I5 M1 . ", e I I . L " ,VOT,r:rAP INM WATER UNE TO BE MADE IN I f - .1_ 11 . . I - - I - -/ . . I I I .ML . I I - ____ I X L I . - I erml%44 I. . � I A=RDAAfcE wfrjy Pipe wtvumcruREWs I � __ - . . I �\ 0 . Soft clay. 500 -, - I . �'.. � . L .�. . . I . % I\ 7 I . I 1-1 - I.. 'I,- I. - COPPER MALif IRT AOAPM � , I. - i I - L I L I - % = 10" I- . . I.. , , .____ I 2 :., '..'10 z'copprR rumNc r,ypr 'x INSTRU=ONS. - 5 7 � . I � '_� , ;q � ;f I S41114 WA qrsvel. 1500 - . .. �0 7. M F - COtAO*�idg W 5ELOW It OR S- . -�91 I � a;"Nix I , ....0 . PYA R0 OR P V C.C-11-r-&2) -I 1. . 1. I ; I KMA -: . 4..0. ..... 1 7 1 1 - - I I . � . Sand wA gravol ossenuA with clay ... ..... 2000 L .'L . . ,- .. 7 w 1 .t BELOW CUTSM I I I I ..... I �_ I I "I 4:� . I - I . I I 1"1W. (f$1404fW,4,(A1;, .- - 6balo ............. 5000 - t CONOft-7T TURVSr B40CX FOR . . I Ad 4 Awr&7 4LO'cAlf.- e4r,;P - 31 '4w W--,= L %7E%ftM%IoM JONT ...._...... � I I L DSA. O'FeELL W"E%4 .. I I I .6-rAfima ARrA ser s7v aArr w--q ITEAt NO. XRPrM MAMR141. SPECWWAZION 6 - � A Oe A- No pEOD &ZE 49 DES I C P40VA9, 4 :IZ2�� 71I_ t. -7 I L I*# DateruUm thrust bloc* we& for W bond tw go class ISO p4m _L I . . I UCAVATED IN _4�rt- I�==== $6.1- 51 AESIVANrm - f L 1z Sand. I - . . ROM %AA1fX%A&_ _WD-EM__I2.Qffff== (ALTE?e,'V-4rE) �NCRM MAFFX" &?OOKS 3Rr or Approved Equal .. IWA AMW- -$"Plff - GREATE15T CLID.DIMERt4O)4 I.- . .., #L*.*A A4"011;611 M 4ftmnw 1. I I I C. L - :. _.. - . '� . - ..C , A .r I - - - , .- .. .'* .. I . . ) .�,�A 0.-:...1 4.t::V),!'�'......- L I flEm N40 " AR 8 VA VALVE a PR1MER CCRP NO. - . t 1. . .. . .,V, . V"ssuro - 150 Plus 50 (t"t PrIessure) - 200 PBX from ftblo I . ; - .�:,.0,4'. 4. -�, A , 1. _CA:V.- - ;.. . ...,. :�C_)� 5, ... I` - - / - . . AT PIPE JOINT6 . ' . I."_'.11. -C",zW0__JA,_#_ . 11 - %... ",..:-!�_-,,. '. .,-_.�!-_�- i ! ,&_1ffV_1fAe - 9.300 lb. for 100 "I 18,600 III. for 200 PSX.Dearlw Capwity 11 . . SIZE AAV VES071prION I I - ,� .. I - I I - - I I Aia MA rERIA 4 SPEC)F7CArION �yr 142155 or Appromod Equal - ' . , I 3 r . . - .- 11-__*1-....�Y'1` I-A-L.L.-�`-1,;" ��, I � 7�4p- :"q L. 11 il Rilmenied-05vnq - of swW. Tabla 2. is 1.000 1b./sq. ft. 18,600/l000mla,* aq.gt. � SEE STANDARD SPECIF7C.4riaNS COVOUM SACKFIL4 AND - Z I I I RELIEF 11ACLAIM : I - io - 0 il - . I .: rC4,mpound HtoWoof ---=- #TXGU Z SMALL SE SUMRSFOW WREN TWE ACTUAL. OEA$UUG CAPACM OF TAE � I rNSIVOYINS OF WArER AND SEWR LINES FOR FUR7NER / VALVE BOX, ZX7"r)V510N 3 - VALVE MUELLER hk�cr Appvwd Equal - I --i too COMACR= . BROOKS JR7' OR APPROVED E011AL I , I , I �....� I y - A=ardl�� ib me,owrorhvimw SOR. fS KNOWN FRM SOIL'S ANALYSIS.- . VErAILS AND REOVIREME,VM. I ' I CASr 4ROV FAC,r AMD 1110 4 1 1 1 rCOPPER TU80VO rYPS' SOFror ApwvmW P*ewerw I dF.,- ". . 1 Z..... 8*Ae benddik 4,#VS3 !qmiftr sh.�d . Eff__r1L___- - I . I I - I I . 4-144WL-it A*rr dr I I .1. -1-,,,,--I--: i ; __ . : *af Jleaiio" .90-7 of _- . � I I I I . � 2 . JZ'COAPER 7UMV6 rYPE'A'HARO, OR e P VC �'Icaymm mnvff(5--,- 5 1,A I � I r ccRp"noov $Top I NuaLER . . b4 9 'ed eadd bas a f4ic*^e= _-.,�%,.. ..�111 - .. - 11 -1 1.kv _.= I . - I �. . H-15095 Of APPnW*d 4FqW&1 . "', ''. ,"�.�%,..I,.-. . I'll . -ii I � 1*41IIISA7A6 Sia"dae-d - - * A LAIMMUM OF e5% RELATIVE COMMCnmm FMMn7tD .- I . � 150chkw�f,4' or fi�Z,J'01tI., I...,-Z."',- . ...- I ������������...� ..-.o�.... .� .I!--< �:..i� -iny I . . NOTE- VA4W Bar W/M a4sr lRaV I I SEqVICr CLAMP I ISEM W-4. ! 1. .. __ A. �, 6 r , � .q� A- - .I4 - - ..1 ___ .- .� Apecificatio'ns. C4* _- . . I . . 'TRUC17URE45 TO W_ 5UILT .: 3 I BROOKS 3Rr cw APPRowo eouAL W? MAN mT � /I ie/.Wya'.. . - - . -F_:12Inv1:,IIX"d .0'all be ifte -- I . I 1 *4 UM-WCADWAY TRtMCM W'"EM A10 V FACE "D L/V "Ar -1 . 11 I . . - -- - 11 I ..�. -1 IFORS -.PIPE CL1501MUMLB?H 6105arApppo"W I ' I 1�-cwh re/00"s,40,W-14-0/s 0-pi 4-0sr vamwr � I I - I . *.I ,.L___ . i4,),C-7=_ - � I . - . I I � I I.- 11 OVER TRMUCA4. IF 15TMXTUIRr�5 WE 'ro 5M eULT OvER - 4 / Z'VAZYE- SCREWED ENOS AMELLER H-IOZ91 OR APPROVED ,EOUAL rAr- PIPLr CL i5o I N(JELLER H-16109,cw Appmwd Equal . I 1 4*4( *ea-WA_-C I . I � 1. . . I . ,� -1 . . I . . . --W..-5.-F.. � I I _ I TR04CIA USE RtLATNr- �COIAIVACTIci�� 500W ON 79tmm � FCR 1 4 E C r/0 Al ig . ,,� � I , I I � � . !.5 Specs. _: .I Attax I � L .- . O& � 5rzn0W_:_A5CWr_.i1. � . 5 / SERVAn-_ -CLAMPI muzuar 511aar ZatW JIMA-OrAAP 47tuz 7 � I I rultuvou 1eA=ft-=tMM.,A",...A G*w � -.---.--..-..". - 4W MCI..d4 Pr�"*W : I ilocallcottion R#f OWN" 0Jr S.f# WIS 08/spo -VOWO.' Spociflca#" Rot CDAWrY air SAN LVIS Ofl*pq SAW: SPO ': ,5,##afiC#rjqff R#f coawry ox sA# La,s- osispo -;;f- � : . - I wr. sovelficalion Rot CW*TY OF SAOF 4111S 011SPO : *810:� $,00cificalian Rot I ,:,ft%1*t -*C -SA,V Lais oaf I le0o . Seoic' . R*f COUNry or SAN WIS 081spo Saw#.* r - � 4r#5WC9A11.Vd 4W11A&,rA4rAfr � . . *. I - CAWNEERAW 0EPA0PrMCXr " - - C,V6i*ff9sVG 0EPA#rWE` -, - . 7P icellaft . ,4r Aloleal ; 9*~9XW WPAOFTUrNr . . /* ,01 � � lto.#1 . _. N r., -, - � eNciNErpme orpAwnwERIr I I I - . MO 'SCALE .' KNfiNECOVIN4 DEPARruEmr ,AV SC.41-E . i � I I� ofewwo No. - . orfw"v Ala. - 1 7 &#*Yeg mo. . . . verwing, IV#--�, _. . 0"W"t #a. , I 11 I -NO SCALE � I I � 11 I I . - _' _. 6AWILLNEWITIEMER15 "TOK � I BLOW-OFF t��' AS I AIR �AND' VACUUM _ '0"w"r *'- - .� , : - - : P.CC. 'D R I V EWA YS � I THRUST ��' BLOCK r� I 1, SEUSLY W 16 1 1 1 � � C-Z 1; . I .1 -- , ____ __ - I I., � - I - 7 1 : �� I �. � I CONCRETE CROSS 6ulrrER RESIDENTIAL -8 COMMERCIAL B -3' 1 � . - , , � � . . . . :. I -- . . . REQUIREMENrS � W- 3 ��, -�C,aMV0f*, I WAT I '! .,;� - " . I.- _ ., IFF- � . W � 17-7- . �NW-7�,,;=Zzj F_T-i0K5EWE1? 11ME5`�_' 1 W-81`� .:-� -..'r,�, � - - RELIEF ASSEMBLY i - - . I L �. 721 1 1 1 - . I 1 . , 0-6 � ��;�:i i __ _._.......__J __- I _. � -- - I :�1. I—— .. -I _________ � � I _._J . I-1 I - � . . I � i I - I i I I t � i � I ; - i . I II -1 - I I ! - I : I I I � , I I 1 � " -1 i . I . . � CAST IRON GRATE I - , I . . I . I . � 1 CAST IRON FRAME I . . I - I I ''. . I , � I . - . . i )elw 4 1 . I" I 1. I . I . i I ,% f I I - 21 �! _______n I i I _...._�r - - - . i , - I i � __ '5401 -1 . . . I . . 1#0 . i � I 0 . a . I . 461 � -- . . � a 13 . I .. JQM COLLAR 2 BE�OW GRATE I /0, t //.s t 96,-7 . I . a' I A.C. FLUS4 WITH RATE. . .. # . I . I . I i � ------- A".11- I . * I i 11 - - .1 ---- . GROUT ALL AROU 0,.%% .. .. .. � ; I . . , I :1IM-1111 V1( . I � - 1 - . . . ,�,A . LATERAL LINE.It . __ _______ _1L- - I I . I flu _t, I Af I a! \ 0 . .. 0 . � .. 5� " * 0 effte D---..% PI E -!', . . I �� � . . . - r ,AFR,=O' �,17- -1 I� ot i . -4 __ I I . - z I . I . � -C -1 -4, 1 1� I 5ZO'--E,41 , LATERAL LINE. . :� '.4�. , I e.-I I f - I I , 4 ., I . . , d I I . d4i... I— -, , , " , ", s, '' , . ..:. . I . . * , . I I . .. I, I g�l.141AI - 6,4141CZJ7')=,EiA7_,qZ-A,- 4W ,101A1 � I If * I . .. . .. I .. .. I -..:; X , .4 . A - . . '5 .4 r ,r,.)(/!9 rlAla ,ff-," 3* DIUS . . . . I I . ..., � 11 .A . , . .A.- -.4,I * le)�F_ 04419- _____ . . dp . SLOPE TO ATER I �,. . ��-- : . . . -_441�m.I � .LATERAL LINE . I . . A - 401 . -L I � 0, 0. , A ___ 7- . &X 6 X I& 60f� � I . �4 0. , .d,,�;! .-a " __ . IX C. LINE -Lin I I . - %.- . . .,0 0: ,, .0 . '.o .0 . Iop M . am 1W .1ri- . SOUARE . . tk\ A. ,k . . . �. J F,ow .. E.Ovr� HOLE IN BOTTOM OLOCKAV" :� -*4 It-40 1 . .. . . C, . a' a*. 0 - ;, - , . . _------ .. " 4 1"A-e. .IM114-1pt: . . --!:,..* I . . , - . -"...Jx% ..... . , ... . . �, . a -::1-..,...1 : -,-..:: . .- - I I .b. .-=% . I cv� I I I .r 1* , . .9 . -V.*.,::, 0 31 .. qLl . . 0 ..0' , , � .0 . -- 1. . i : - . - .,.:-._- - .. ,� .. I;", ,z. . r. ., �.. � .. LW -4t44_5&Z?beeEa4M M-56 "_- ,.O,'* . I .. IN , I . . . I . = I i 1"" KP,EF a ,4 C ,4=A> -161WE,,V7- MIAI . I . - . ..- 1� . I VIN ! _ I 1. * ; -S) AR5.C. C40F6i�6,'177,-F,e T . - . � . . . I 57A . . . .__ i .. . . . . I . I . , I'll, - - . . to ` - I& t - I , . - I 0%06A 5 9 -7r A 09,C5,94 rE ,�M49e A11AJ . . i:% � DON9 OaW W . ..b � . I j - ( - -�// ' < - ->e I . . I z-*4 C.CtTnt4U0L4fP . : &7ZI,41 SrRL,� ,.4e,*_ ,ZCr10,V 7Z ,C= ASI-q6c' . I.li . . (.Irylo ___ * � � _____ - � � .) .I �- .. I I �� 1b ow,';�,," ;1,.fz6�� Aff-5r,4,,A_y_1_cW,--o AX1,e1A10 0W,97ReJc_7-) . � I ..i�L , � ; - I * � I I . .. . . . I I . .. . . I . . ,- : � . . ; � i . _6 TION !AA*_..... OUTLET--VE I .. I I - ._ftnt__�,-G_ " . . , . . - .> /M 45L Z�WlVllvle I I . 1. -A,, � 7_;'R14C,qZ eA40,53 SECT If-,EAL . SCALE I*a V-Ow I . . 7 . i I . . ': I . _. . .c 9 /_-) . -..6 � � ; ,IL40�11.6a>VA19r,4710V NO 5C4Z45,, . I . � �' . I . . 9x&XI(P COMO. I . . 11,- = I - . I - t',�Loc _.,_�� : * , 1, IJII�, a zw 'r"*., . . . - . __ � . �. I , : .. . .. . . I I 0, �z elAl . � I I - 1. . .! -, I . . I 1. � I I I I . . . � I - . . � .1. , � . � � � . I . 1 . . . . CHIP Off LATEnAL PIPE EVEII I- . I z 1. I . , I ': I . i � . . . -� I*.. I . . WIT" INSIDE FACE OF RISER PIPt . . i � . � I , . 4 1 . . � . . � I . .. 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I: I ; .,. , . i , a .;-.Aj *� A , . . - . , .I . . .I . .1 . ,. I I . I (tW97i1kvz1r11* . 11 , .. - . . 0 "O I . . , �6#. ... .0 -, � .. - - . . � ., .. . . . . . , . ! I . - It.I �. ..6 , - .41 - . I .. - -. . I �_ I f . I .. . . . . ; . I 4""a'45S A 7Z_1e6Q*J7_--r-'&-1--4e . . ., I C? I -_ .-. . 1 . . V4 � 1 "O. �. . . I \ �7 I : � - as I I i �O : 37! -41`1znA_,m,fa: . . . . - i I I I I I I . � 2 7K,0Z,64C lWV"EAt7- MIAI . . I I . . I I S72P PC 0 (5r41,,e&5:C:_.;,(177.aW I. . PLAN I . . I . . . . - 1. . 1 -6 SCALE I'a T-07 , I I . . . 9`CZ,4452Z ,4CR54,9 47,rOOSe - 0 . I i - . . . I . - i I f I I I . . I - NOTESS I . . �� 1 1 . I . � (SEZ &072-= A00V,= )eFC-*4R4VA1a 5'7,rZ1C-rt_1R.4_1 _1:;6,C;!710A1) . I I . , . � - �_ . � � .. .. I I I I . t go CONCRM RISER hPlE SMLL'BE A.S.T.M. DESIG ; . - NATION 1 � I NIN& INAL-4�- Pa-VAII., 7yPlew(, ,!::�eoSe se(277ml-111,Edo &,PA41A10 . . . _ . C lie. - 'r , . I. . I � =7_" -1 I I . . .. - i . I— � - I . - � . I . ; I . 4 i I . . I - -11 � � I . I ,. .. L BREAK OUT RISER PIPE AND CUT LATERAL LINE NEATLY i - . . ..I . N'T'S. - - , _47-A::)V-/t/0 SC4Z,E) . .. � I � . I ,. (L"11V6 ,/-/P 97, 1- -, I � . I ,�,,�"'�, . ALONIG ,JOINT. FILL 40INT SPACE WITH MORTAR. 1 --------_-_-,-,,,".11 I I I- I.,�I .1 1. � .. � . I 1. . o � !". I.,11_1-1-1._1_,_____.___ 11. -1 I I 11 I___-_. I � � . _ . I � I I— 11 I . . . - __��L�_ -111 I . � I- I I . . . . - . . 4 . 0 . i I 11 I & CLASSIO CONCRETE BASE SHALL BE PROVIDED FOR 20 - I II - ,�_'��.: I . - ; � " "--1, I . I . &RISER PIPE AS 3"OWN. ' I I I � I _ I . . ' 6 I .. . i I . 4. COST OF GRATE AND FRAME SHALL BE INCLUDED IN PRICE ' ' i . - I OF INLET OR OUTLET. . L I _-1-1-1 I I _. . I - I � I . . . . . - . i . . I .1 & AT THE CONTACT POINT BETWEEN THE LiYERAL LINE i ; I . .. '. r .. AND THE INLET WALL A SMOOT14 r RADIUS CURVE I : � . . . . SHALL BE CONSTRUCTED. . . _,�� I . - I i , - No. COUWSES,- I . I . - I i . S. FLOOR Oi THE INLET SHALL-SLOPE FROM IIILL WALLS .1 �� I� i w-_- V4 V:1 6 a" DAIRO Cox I . . TO THE LATERAL LINE AND SHALL Of GIVEN A STEEL 11 � " I I , I W IV_ .1 I I TROWELED-FINIS4." - I � �t,.,� , - .. - I . .. � I . . - - . . I . � . - . .. � . I . . . � . I f " . i ; I -� . . .. .. - . . � � -z e 24� e 44- S40 _1+ . . I i I I - � I ; I � I . I I I I . I . . I I I I I- ... I I I . 1, . � .. . .1. 1 I 1� � r . . I I- . . � .. . � � I � . I I . . . ->e- ze. e:� . I 01 +e I � . I- . . 1 . . I I . I I I � . i _,_ I I -'' � . INLET 8 _0VT LET . i '.1 I e .I **r�,is-, S4-�-. 1 4- 1 1 � If . I i ,-1- '01A ixw.- Ie_- I - . :t, i i' I ; I I - I I -.--- 1. - � - - - I -, I , . � *e I . I ,_ I . 40�.: IZ!, . 4-�k . -Z__ , ; - i I I - I : � : 0 - . *&� _*e, le-� 1+1 "I". I I I I I I I I , . � � ; &e-- +_z6.._ re'' of I+- __>- I . I i I . I I I I : I : # 4 . z�_ 11 *1 .�� __ � _1� I - 1_'� -1 : - I 7e 4%v I- it! '74 - L I , - - I i I I " I I � � i I I I I -1 I 1. ! I . I - I � iw 0 5ilz P I Iw- *&6D/It" I __-4,_� 1 95" 1 tp*, I I I I - . . ee.. I W, �*--&"o 0�, . 4- :!:I,I,- A,* � I I -1.- I : � . .I . I I 1 5w__-- I - I . I I I - I . z WALL NOTF-6; . � I . - � . . . . � 1. &R4L.VT ALL- C.eAA.Sr-,� . is . I -- 11 � . . � I I . � I . I r I � . Z_ ALL- NL4OWN94f UMTIOP-,�P"ALJ_-HAN rr--' ' . �WESSI_ I - I PROJECT - DR. BY .P"5� 1,_A�� ro.t. I 0 0 DR. BY - " - Q -]�,9041,0:��IW,o-*qlaal- 54ik.1- Or-5, I - C. lzs ,� D� . % . -1 _. I ," '.1. . . I . REV. I C H. BY 6.99 - _. - ,.:� , �� V1=_MK?Ae1P t�PAVZev MIN. eoW_&V;f-=A0 A�z YANIASE a HU0 MR'IV ENGINEERING IV . . 1. .1 aV IWA U IV ,1 hk 1C. Ii�� ,��, . -, CZN0ZErM ,�F�L- C,c---A - , . ffle�" - __ - + F:;V0T`IW_ I DAT E -, I -T Mtn. == FCI-I. Ar 09, VAYI�_5- I , I � ' . . - .1 _\ 01 � REV. Ili � CITY. . OF ATASCADERO �0 14 * CONSULTING CIVIL ENGINEERS " * I I . .- - . t I 1; Ex . 3/31/88 - � I - --- - 11-1 I . . - 11. 11 .11-11 I - -1.-__.1______-1___11.___11-1 I_I------ SHEET r_�N_1� I � I � * . � . TITLE � I I t �. � - I . V (209) 292- 5703 . I I - . . � . I I C p _ 11 � i I i �,_IVIL 30 -CALIFORNIA 93612 "' . : � . � ST WILLOW AVENUE, SUITE 8, CLOVIS, � D I % . I '0 , , - , * - - .. - I , - , - .0 , * - - - - , * , * - - I - . , . i "" , * - F7 O..;;- , .�� I , , 'L - - - I __�f_x__f.�_l - I 2�_ .1 4 �= � = '*AC 11,A_�_ M . . , I 11 --ink_ - '"" - "* I @ " 11 I I -CP [;, I 11: . Sf f I A � -!#elw, 4il .1 I i E/- A9,Ea " P , - I+ ' - - hii�;_J I ,�.. . 7 W. I.-A., em I I : I 0'r C� � JOB NO. 84- 138 �,�,' '-��"". � .� "O OF 10 'SHEETS I - . . . � I I I i - .- . -"�, __ ---- - I "------ __ __ � --------- __ I - I - - __ � i I : . i � i � .� . _', . -, I -1 I ., . 11 . 1, I �, - I . I " I - - . - . - - - - - - I