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HomeMy WebLinkAbout2001 - Linda Vista, Retiro and San Andres ­­­­ ­ I I ­ ­- ­­� I . . . ." � I � � I I . I � � I , 1�, "I � I - I- -_---_____-_ i . I � . I I ,�i� �AA,11­1­_` 1_1­­__� ,1111111111111W . ­­ __­�-A��­ ­­ 40 dw 11 ­1-11 - ________Go WOW00000" j- - �_ "", ­ �,, ,,,�, �-- - I­—1-11 I.-——­��,�,, 111 low � ___, _-1 , 4 11 - ����� _­ - --- I"___11-11 __ ­�� ­­ ­ 11, DI]], `114",;o- i�a,6iijiijjji� _­ . -, _-,-g QQ'k 1�jJRU QT1 QN N OJE5. 1 V., pose-ji" —1.1 1_ -11—_ D1 — — �:,,,11�,Y - — _�' "' . ".0 _', __ _—, ,, __ _­W,;��,Z� , -1 _- o _�)J-,— ,5:1—=-.- �,_­� ,� ­. — ­ ,�­ " ___ _-._11__,__ _­I� ,,;;iim;;� �' 4 ­', ­­_ _.". �, , C6�----­- T I ,�_ ­,""'. —,—,,.--..�����------,—,-"—,—", il 1% ,� ", A. NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS AND/OR PERMITS APPROVED A. ALL SEWER CLEANOUT RIMS SHALL BE ADJUSTED TO FINISH GRADE IN _____O�,­--­ --06"' If"".,.:�z -, -- ",� 1-.1---�...... .... -e__�_�_____ , _ ,-,,- ?=_ - ,,--- - , �, . � - _;Z=��! - r- 70 __ -, �a . � " - , , � -- ­­ , :�_:.'__-Fng��­ __ __o ­�,rV­­­ ,,, 00 I.- , ";� 1-111-'. ­�,­- - "'i, ,,,-,,,---, V., � " I 1-1�4��.,Q, J � 4 V E -----,-.s , I --t, -1-1 il'-" "J-� _"__s-.-----, .� � S, — --;��Y.=^� -�� ," , a � 11 -I - Q ____ .--. 1. " _ ____*11_-_- � ,,1.1. _­­ 'L ___ __ I , ___ . z I � - _­ ,�;, ,.,_.__,_____ - , 907".1 0�k \,, �, -000� _ "-", - ,,, N . 1� ,r,--11 I ", .11, ­ _­­ __1 - BY THE CITY ENGINEERING DEPARTMENT. THE CITY ENGINEERING DEPARTMENT ABOVE FINISH GRADE IN UNTRAVELED LANDSCAPED , ,*, , ,� I ,__,,',:,I am I- ,� , _. U eiii __R, , .�,-$,-. ", '&I , .�, _-11-10-------­ .,"%�� , "".e,%�_........ ­­ ,, �__­­'_� . 7 .� , SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO STARTING CONSTRUCTION. ��_��_ I " '1- ,��,Ow_g_ � � , � , I ___­_­� 24�1 -� , � ,V___�� : AREAS. ,�Orvv�.!r _141��_,___' . " '11� �� ,,�,�­­—:�­-- , SC _�,i��., I — 1, —,--�1 I � �11 WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO �e__" 01 ''y , I - I - OV- -�� - --- ,�,� , ,,- ,� �', I ____`�� __'..", _��_'_ ­ � � 11 I -I � _/ ___ _`­ "I �; 0_N*%**__"---- __­ _,��­ � S* _�M____T____- ', - THE CITY'S ENGINEERING DEPARTMENT WILL BE REJECTED AND WILL BE AT THE B. SANITARY SEWER PIPE SHALL BE PVC AND D.I.P. PVC SHALL BE SDR 35 --11- ­_.T,�,�­__-_- .AP1 ,� 11, 1, �._�.___71__� , _ � '. , - . , ,. - ,..'� 1, I � � 0_-e____ *,�� .�i__,- .1� , , .; I ­­ � " __ -­ _-1 so 90;;;;;�� - � ��t� I �­` - do L,% TOR'S AND/OR OWNER'S RISK AND EXPENSE. APPROVED PLANS TO BE ON NTH INTEGRAL SOCKET END FOR GASKETED JOINT ASSEMBLY. PIPE wwwaafts IM 00 lffar,aw,m 4M __ ___ __ _ ___ ­� ­ % " �', ,�� ­ . "�,� "a ft"Mmm'm �, . ',�� 1� -1 , ,Y' �, .�am 00005" � . _­ ", � I I � ,­." ___ - 1, -7---mb-Im'sanaft0iii��am as ammmm 00 00 wonamw k I I ­­ I t",., -. �," t,�,_a"'�­­� _1�­ ......, I _� I �_ , , 40 "Ill, I � . 1�, � k �, '­:, JOB SITE AT ALL TIMES OF CONSTRUCTION. \ I - ti, .. "',- I 0 , _ :���­' ,, 1� ,,1 � -&� __ I I .1 ..",-- �L'11111 ­­ I z I to . 1, ­-­­ , .....___, -111" , ,�,. I I , �, �, -, /-.-,-�� �� - ­__�, L,_ __ 11- ,��, _-.11 �......, � - FITTINGS AND JOINTS SHALL BE IN CONFORMANCE WITH THE APPLICABLE _ 1:__­��____­­ .-_� i__,�4__ . ­ / 00 "I _., ;? % 1� ___', 3 1�1 "I : V , 1, / , -5 -7 --- ­, / 6 REQUIREMENTS ASTM 3034. 1 -,�,,-­;�,� . ",.N � � -S-_-1-- .__-,��4­­­­ . ,��__ "'. ,,__11-1 �0 - �_. .i,_"-, ,,,"I--,­_­­__11 I. Iff, � 11 ", - I" "I , . V� N1_1 il i � �' .1 , I _;1A � 1.'­,4�1 "�,��,�,_1111­11­ 7 " ____�-- .: __ ­ "";�_" � _,­­­.'­�', : B. ALL CONSTRUCTION WORK SHALL CONFORM TO THE CITY OF ATASCADERO STANDARDS DUCTILE IRON PIPE (D.I.P.) AND FITTINGS FOR MAIN SEWERS SHALL CONFORM � """,;i��_'Z,� , _7� , 11 __._­ __ ,'7 -� ­_ . 0�1 '11,411,11,A /I� ,,"" , , ; I �, t ­­­_­_­ / ,--- ,0 / �� . . ­­­ I � ,.:!I:,- -"-.,--,--,* �F_­ 7-, _,�d_"" � f � . I I',' ­ "��, . , �,_ -, ` .�/' 11 ,.,.--. . , __ , f ,,­ I , , � ".1,", .,,,,�t__- .��,; li�, -1 I'll � ­­ �, ", .,,�!-,_ ,1, ��, ,,,-�.". I , � , , . I AND SPECIFICATIONS AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE TO AWWA STANDARD C-151. CLASS 52. JOINTS SHALL BE APPROVED TYPE _______� - " ,_� � ­ ---/- __ - .,-", I ,_ ,,11; �.",- � .11 / AMOM 11 ­ I V / .,,-" 01 1; ,-, " - - ­­ , , - �� _,,� ", I �-,� , _, 1,�,- e .", ,,, J /if , , " 1�__ ___ 11 ,� -,-�­­;r­­'7-___ , ,-- ��­, - -ii ­­ :, , ,O AO .11 ,,%.*�,T�',� , - � ,,, I I ___1 I ­ � .1 � , . 1; 1. � : I I 'O __-___� -----�- _. ,-.-. _­ __ ,______'_ ,--- '0-__�_�1771` I ",­,�4, . ­ .. "� / � � , " , ,­ ., CITY ENGINEERING DEPARTMENT. MECHANICAL JOINTS. I— __11 -.6=- .,-"- ,­ ,�,�I I - I �, . . , ., 1�, . \ / �� I � , I � ___ �­, - -. I I - - � , ���, _' � ,,,�1�­!. , , "' .. � .-, , �e,-_ - " � � -.!V0010 ,�-_ "I .,,�� �, , i," � ,I \ I 1 ,,� 1 _,=!�7 , '. � - I a 11" � ,�_ , �,.�� � _ , I 11 - 1,_,,,,-V1 . � I .1 -�- , 10 I , , ,�, I� ..�',. -, ., "�1111' � � , '. _ ,1 11 . , � , . � : I - � , . _'o _ -_�_�­,, �, , , i " 1 3 - il�11, 2 zo � _7 - __, " , ", " - ­, ,� � -. � 11 . . I 1,1� ,�4r",_�_,J_L I 110��� -, , " , I I" I � . I " - 7 .1 � -1 "I�1' � I ,­�, I �, - - I I � ., ;, _�', I I ,� � ,, \ _ , !,� i , . - ��, ­-, , ­. , ��, , 1� , �,_ ,I, I ­ / `,% , ��, , " " I � " I I � - ­­ _,�,,,t;----- —, I 1� , . I ­ I " , `11'� 11 "I , ­ ;� i , I "I ,�', .. ? I I . 1. "I�-1d".1 Ile" I � � I 11 . - - I 11 "�, � , 1�\, , .,ic.. -,-- - I I 11 4 ,1 � .1 I I I W� I � I "I ­ ,�I I... ''. �� r�,,,�, , - _, I 1-111 �111­ , '� -,�,� "', " I I w , , - _- ...1",, ,�,_1-1- ,,�, '1_4 .� il ,�11"'.. .zi ?p , " - - , � I I , , �, --­- -"----I- -.1_-_-1____,......'�c,,,-," ,�,,__ , -.- 000000 ` 1� ",11� , " " � C. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH CITY OF ATASCADERO ".­' �, L.,� 7111, 1,' I �, W111, I ,, 6060 � "_,1�"" �, ",;,,­�, I _� � 'Ii� .-s� � aw k 000� _11 "I, � le � STANDARDS AND SPECIFICATIONS SECTION 4.03. ALL TESTS MUST BE DONE C. SEWER CLEAN-OUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE $ _: I 11", , . . �, �,_�," ,,�� -1 � "� ,A .. 'l, , � , , - " I I - - � , " , , , g �, " � " , ,_i, ---,11,1�,� '�`,N ,� ­ � � I , , , - � 1�., , . " 11 " ,� ""; , 4 , , , � I- - " " I` _ , ­ "I . � , �,� ,­­ Is - �- , , .. .1 _ - 1, I --,, � ".i.- 11 I WITHIN 15 DAYS PRIOR TO PLACING MATERIAL. TESTING RESULTS SHALL CITY OF ATASCADERO STD. DWG. #605. ?11 - �..........11 " , Z , ,_:�_" ,,,,.,, � " .11, P � , � "I *---am am so"M..... , .",­'11;1_­­"' "", �-' 1-1­1.11-___!z j� / .- " _�,'_.1;I I I '­­ � ,.zl, � "' - '_% "� I � � I%% . ) 1 � ,I, =0 em - am"*Naxeraw" ,:� �, mo dW ."--� -I,11�.,,,, / �"I"' '1� �", , � 1�lr X . f "N' ,,,_., " i � I ,� I I ,!�, 11" "'. I � : I ", -W&Id&d=00=0 4M dO GOWNW—0*,- I ,� � I ,." �,,,I—", / �','. - �,__ W___ ,,� 1� , I � � � ,­,,19�'Pk � , " �'­ t �, - _��, $ ,�, �' I � 3 1 ; ,,,­ / -".- - I I'll, " - � , 1� � " , CLEARLY INDICATE THE LOCATION AND SOURCE OF MATERIAL. D. THE CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION AS TO EXACT " 117 - , "", � _��, .`�','- ,,,__ "_., " ,1 ,�,,i-,"', .- ," _-, _ ,� �I ii� -"��I _', - " ,r_ r, ­,,�_" , , ; ,, ., - I �� - ,,, � ­ -��,­ , -, ,� '? ,' "' ,,-'-"d�-___, __", �� �1_1' -, - -­"t"'��-,"_;f , * - ,I, ,. , � __ .,,,�,__- .--,, "_ ),: '41 �, 1­VM . "'. r", " �,, ,f"Y'I 11 , ,%t",H , f � I D. COMPACTION TESTS SHALL BE DONE ON SUBGRADE MATERIAL AND MATERIAL PLACED I e,,,.`,A��;'.',t,i, , / ""_', �� """, __'-1..,-_"" "��, -1".. 1�1 .� " " I I ""11., -11 _ . —,,, , "I" V `1 LS AT THE POINT WERE THEY � , _ ,,,, "" , I ­ "I, N � , �� ,1 "I'll %\,,, U', \ / - ,"I"_­ ."."."� '_ 11�­, ,�, .� �'_�, �, '", "�11"I I '111 "," ", )""""',_­4 ,,,,,, � . �1! , , .. a . I ..", ,­ �, '. 14 " ,� �, I, _____ �, "" _.1__.-- ,, ­�­ ": � AS SPECIFIED BY THE CITY ENGINEERING DEPARTMENT. SAID TESTS SHALL BE a `1 1�1-.11 / -­ - - 4 , ­_,""" , " ,:­ " , " \ ,_ ,�, Pl­. I * � �1, i` , I I ,1-11­ "". ", ---- "," 1 �i,,�J�Jl ; I - � 1k, ""�I"`1*1"'" Vie "' �1� �I ��, ,- TERMINATE. PROVIDING THE ENGINEER NTH A BASIS FOR AS-BUILT t �111,%,,. ,f%­�,,_,,, ,,,,_',,,,, a____ ., --,.- 1- I i -, " I ",_� / �11' �, '. � �': , I I ;.',' I ; V ,�, ­11 I , ","._­�­,"',_"',"","_".­",,11'_',��`d", ,-,, .A I- 11 "I, 1- I", -- ,I I , '� � "�_ , � , , ,� ��, ""s', i 1,�Ji� �', � I . I !�^ t .111-21" � , _ , , ,, ",,, � / .", ,__"". _.__ ,.-.-­ ��_,� ...... �,, _' ,� 1� ,* , , I I � I ENGINEERING DEPARTMENT PRIOR TO THE PLACING OF THE � I,,, _$�_, �,,�,- .'', -_ __ - , ­ .",I ­' ""',­'� ,- �,ii. I..."", . , ik_ ; 0j FIED SOILS ENGINEER AND APPROVED BY THE CITY DRAWINGS. `i, , "�, , , , �_ � __"","':­�,,��-"�p- I . . ,-,"�,� Ir � 11 , I . � ", � _', \1 _" ", I 1�1�" . . , I 11 11 , , I � � . �ZQINWQ.,___111�1 ,�e 'ra ,',�,V$­ ,,, " I I .��," ,_�� ","', , �,, .1 .,. 1�1 , '­, _-11-1, 1V, 1) ,I '� I ,�,, " -1 ."I .." I ­�e� 1, " �, ,dz It I. -,,,,, -- -, �� - "" ­­­_ q � 't , �, --1,,,, _ �`,�, "� `11,1. I ,�,,- ,�,,-"­ � 1,�� t , '.,,, , ", - " -, .11' ,,,;';'_--& qi�,t , ,6 V,V, ,-, , ; " "I .: NEXT MATERIAL. ,�"":.-"�.�,,�""�,,�,�,,,,_,-i--- 1� �-!,, ,� ,� -_­' . � // _-I -,,11_,�,_ ,,, �_�,�_ 4- W" 11 ,�,�,11� ".'' -1�� i � ,,,� "_. _ t.-I I, � I _ /� , , ­ �f' ,�­ � , i - ­�., --1 ��, , -,", 1� �, &;, 1� , 1��Z_ '. , i� 11 1. ,,," .-�_� _;y ,_... I—. N ,�? -�,p�% � � N�J �Y­­ '­J! �, I ­ ,� " �­_, " I ""I ,1 * , �N " �'_'��� - I .I.- _1 " '��'" ' ' _1 , � "I" I. , ­� "_"",", 1§I � 11_.�,',' . � I E. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACT) , i , 11 , ­_ � .. V,,, �,­"',"-�­.­__ ,", '.1� IM— I ,,__1 IJ . . . . , I , � ,� ­­ �� , , , �, `t�� ""�_"i� � , -,,_,,,',,,__,1' w ­ � , _,-,F, , I I ;, I � 'r 1'� I" 11 / d�� I 5 ,_� -01 _,� � ,1'1.� �­. rl %1 I , ,,, ­­�­,��_­,, h 1 , � '909�, "i - , !" J � 1� I pr, ," 'T , ILI'N I , ��z " ,I I "" %C �, �% I _� , t-1-1.1-1- , , 4 - E. SEWER MAINS SHALL BE TESTED AFTER ROADWAYS AND THE SITE HAVE I ,1114 �.� _,�,, z �, "', - 1 , . 1.,__4_,_ "", -.,. ­', -�` X /', I ,.W.-I.O."', " _ - -i-i:` ,'� _11-111"a_ ,_­. _­,��,�,�,�,` " _ �, _,�_ "' ON OF 957o IN PACTION CERTIFICATION. I . Y,,', __, ""� � � "' " !_: ,_,�', I , ," . THE ROADWAY PRISM BETWEEN FINISHED SUBGRADE ELEVATION AND ONE FOOT, ". \ .\ ,� L , P / - " �", - I , - I ��! -,�, I � I ,.,, � ",", ,,f� �1' ,',,- ��gw', , / , - �,," , ,�,11 11 All' -�, 6-,-, `1", ,,,_� _�� ,��­ %,�,��.,:,-,,, 11�1 ,0,, %, ,�,, _., � ,�� 11, � I , , , 4,.,,;,.,, � � 11 ­-,­_a "­�",-� - � ,", __.��,, 1-11, I i ,I �, � ,,x,,,,,'c'.___> �i I h� � I ? i � � � " "'. I i ! BELOW. ALL MATERIAL IN FILL SECTIONS BELOW THE ZONE MENTIONED ABOVE F. ALL TRENCHES SHALL BE SAND BACKIFILLED UNLESS SPECIFIED ON PLANS. �11 11��._,_ -,,___,!",-;: ,� �,-,�; ",,'­"1,�', " "',""'"'-_, , I� "I'll , 14"A �'�, 11! ? j 0/ /I AND IN THE SIDEWALK SECTIONS SHALL BE COMPACTED TO 90% RELATIVE '111'7�,t,_ % U_/`­ 1,, "I�' �L " �'.I , � - "I ,�," " � -I, ,,,, 'i, I I-, "I J" ", " 11�P� I , , I , " . �,�11�'� '; ,,` ­_ � A �,,, ", 41- Ili- I ,� 'A.- ",,��_-____-,-_­­,--­�­' _i i 't I'll t � , , ,;,' ; � � I ,I �,11' � , 1 ;4�' , � / f 11 �� , . 0a""O 1� .1 I/ TI � I I - �: t,,�k,� __'." ­,­� . I � 24'WO 1,5 ,, _­,, ­.ws-'1,�`I /;11 I I I 7 " , , 1. , . _._ � ",,,,� ,�'., , I 'C', i I ; � a �, 1;..-11 Z,��__��N, ,". -,"! �21'All, 11 , 'I I , V i I 1, I I I � -, "' , , I � I 11 �, I I ­ i I * , , I . .1� _'zz­.� .11 ,,,­ ,� 11 11 I,0_"'�,11z, .1" -,,-, ,,," I ,�,­ '�, �' , , I /I , I � _. "­,\ - _'­­­ . " __ i � I,— . - I F. A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS, WHEN Ill�l�1,1�!ii� P% I �,,� .,, - ��-,��,,�Z,__ �,', I / I< I'll- ; ,­­ '_,,�,_��:L.'%,-,_,, -,, / '),�, I a!, � . t- ,,,, " ­�', I � I , -�._,,,-�,-, ", ", ., ,_.�' �_,, ,�` , 11 I , 1, -",-, ��,Y�,��-- � I ; I ­­__"" a � i "9, A-,l � " , 11 III.. � 1)NDITIQN.S. " ,,,, " ,, ,.Z COMPLETED. ARE IN CONFORMANCE WITH THE APPROVED PLANS PRIOR TO THE STANDAF 11 il 11 I' ll i, �,it"\\'-­-,','-�Z�1, .�, a I" I _J, �1_ 1 ,11 , 'I, _� / � ': �_. I _T­�� \� _�,.` ) 11 ,/,,'1W ­ ,-�,;13,/ !", —� I ; ,�J� . � I � �� N.\ 1'�, ,� �� � , "".1 ` ,_ 11 .,�, � . � r- ,.,� , . 1 f.i P, , , I �J r 11 ," "�`.,_, 11 '..�-,­­ y I I �� f � I - � i ?� 1� ,,,, :­�­ . 11 I . . REQUEST OR FINAL INSPECTION. RECORD DRAWINGS ARE TO BE PREPARED AFTER I'll '11,',Y._A.,��\, `��,`�-,__ , 1_� --- llr� I ,,� ?"M 11 Ilk I 1,"'I ,� ""Ic il I I ��.___ _` . a " � ", , ,,, P, I 1.1­1,t�N _ ,-- '4Z, �f"'.,"�-'­ - ,, ___ , / h, ? �� � �, , �_ - ,---��--,, .----,-,,_--,�.-��"-.,�- ;_ �` "I ,,.,,,- I'llf-J I CONSTRUCTION IS COMPLETED. THE CIVIL ENGINEER CERTIFYING THE A. ALL PUBLIC IMPROVEMENTS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE CITY I , - , v0s. " _ , _ I , I A 1_�,,,­�.......�,.� " , 1�111. , � I --,�-�--, --­­__, �,� � �', �. � � � ', I- t,�� ____ ��­ I " �', I �' f �, V �11 I � I � �, , , I—— _1___1 -.-- 11 I ," "., I ;i, I- �-____,­'�-I—-=-­-,-",%--._ .11 /�/ . 1. ) 1� ; ,,,_,�, I-W 1�, 5 IMPROVEMENTS AND PREPARING THE RECORD DRAWINGS SHALL BE PRESENT WHEN OF ATASCADERO ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS AND �� ��;,,, "k, , _,,, 11 i I � � . ,� '4-�1:'::��__ - --"-, " -,,!' ,�.­,,"11 �111 �� I � ;"'l L ­­ ��, ,� " , ,,, ­` , " , , I I , I " -�� 7,-,1�7__ ' _,114171 1-.1 zl�l��Ilz%�*11� ." , z i" I 1, ,. � __7 ,,��,;:�'11, '0 THE FINAL INSPECTION IS MADE. DRAWINGS OR AS DIRECTED BY THE CITY ENGINEER. 1�1 - ', ­ ,,,,, _�Xl ,f "" , �f .,Z' "Y�j' , /0 ,,,, ­ - ` ,,, �, , , t "I '. _� � : _" � 4,".."ii�'�rj ,- 1. ,,, I "�11 74 /", � � 1, _ :,, ,­,; ,�-,17,-.——- �,J?Q,�,=_-, �__�-1-f',1_","'I,:",�"!��,,Z,,:--­,,',,� ­, .i "", " I .11 �', 0� _" j __ I 4i, — ""- '5 �, I -_ ,` V i /I,-,,,, -11--11 1_1 , -, -,� .1 � ­� . __ ".­­:', - , — " "4, 1 1� �, 4, � ,�'­Z'� ,­­,'�,'_ -,- ".I -,,,,"� 4_� q<I,11 ) , ", N, ;1, �', 111. I"I_',­­_ _�__ , �, , � ,---- - ,�_11" ,-� I I I, _N, . ��g "'I s� ,�,i�,"._____ �­;­51i',ZE ��--, ��', �," � - _ : .. , �"�=, "=_,=�� , ,� , ! ",V, ,.zr ; , ��_ "I , , �,Z,I�z,, ­­­_", ,_::,�;�:"-­� !"i, B. THE APPLICANT SHALL INSTALL ALL NEW UTILITIES (WATER, GAS. ELECTRIC. CABLE TV, "I". ll .-_,__',11��,w,,"'11"­­­".­_­­__-:,,,­ "", , ,�"g��,--��'-.'�-��,',-,-��,-,r-,�-�"-,�,�--", �"_" _� ­ ___�1150 , " � , _ �, , ., �,� I ��., �. ." -�_"." ,_.­�',�V�...V -� , t I � ,,�, - I ­", 1111� ,", I, _ , "I - 1,4 '_ " ,V , ; � 1� '11, __`"Ill'­­­- "".- "" ,-z 11- ��'�; , ,��11<1­�I , `�_, 'If, � q�, I � "1_"�', ,--:.7!_11 , n " , . , I -,- "_­�,, -� '/�.-i I I" � � , " . _ � 1, "".1"z �, I . ; � a I G. AN INSPECTION AGREEMENT IS REQUIRED PRIOR TO THE ISSUANCE OF AN I " -�,44,:.*WW3"-­-�, ," ,- ­� _,"',_ ­',n�--- -_ -­ "'1�tl- I��,, � AND TELEPHONE) UNDERGROUND. UTILITIES SHALL BE EXTENDED TO THE PROPERTY LINE ,� y ""t " , 1. - "I -­-:771, _I ­,­ , I ," I I %,�;­,--__[" . _ _ ---_n7,:7, , -, I .� ."A'r, I �'­� I il a P& 11 -1 1--1111 11 - I ,1-1� I 1,1,,! ::_,�� 11, . � 41'1111_1 I t- le" ­� _� ,�-,_ -,1-111 � � � ENCROACHMENT PERMIT AND START OF CONSTRUCTION. OT OR ITS PUBLIC UTILITY EASEMENT. ", -,. i`,'�:",, . , - -"-`,�," �:--_::1'_,,-_""__.: "",_.......'i" , _ - , _,___­ ", �,_, /; " -.,�, `,�___ , -U0400""W � __ ., , �,.,�x I aii *__ __� 1�, "" , I 11, _"I --,-' I 1-11 , -z_� � f � I V e`�L'.a-- � dam .,,,,*.,- --'-'�""', I- ,� , . �tk.""�1,,_ ` --' 0 - V�.41" _ `_ ,_V" �_ w , . I � -,�.......�,­, 7", ,J �, wii eko � - -r-1-1- 7'______-,_ _ ­_ ­­- "I, ,4-Q.�� -+1 , " / � I, . _', __ ,.---,­­".1 ____ - ,� .­_"" !���� - ","� I ",= _', - I ; , !;� _ _', ­­, __ I _1 -1 � . r- , - 7 , _,t_�' ,i'­--:�; " C, -­x�__ J ,� ,,, I ", - ��,` __, .,- 111 __;�," -­ �k - .�� ; I � I . ­­. ____ -1-11 — —77t7_------- � I ", �w "" ,I 11-111, ­­ .z� r -_ C. THE APPLICANT SHALL MONUMENT ALL PROPERTY CORNERS FOR CONSTRUCTION CONTROL 1 4W ii;;I�l , -_1-'.-1­` `��,� -, , ­�=­�,­M��_ __ ,.":'­"-__­ � ',I � 111� H. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND t ",,,"am dw , i 11 11_/ , - � 11 - � I ­-1-t_ I ------- i� 11 � ; �,I '0 ,,,,,W,,00 I " I .'��`l,, %,�,,,4� ­_',"-­ -­ --- ` ­,�, I� � I , I FACILITIES WITHIN THE JOB SITE. HOWEVER, ALL EXISTING UTILITY AND am 1. -11 , , ­ ,� _�p ,, _:��_­ I ,� I ­____ ,�_, �7� "I" AND SHALL PROMPTLY REPLACE THEM IF DISTURBED. 11 _ - , , I I ­_` �I �' 11-- �1_/ . . _-, - �I � 40 so AW00000 11�� ,-"- '--- .,- " ,K"",--- " . . , - ------- " _i`7- ,-,-- - ; I - __ ­_ ,��, . I '. . , I - -----— �,Z, 'i I-,,,,, - V.;I 1, I . - � --- " .� I - �,�,�,� � � I , I 11�: " �� i�%­ - "" �V_1' _ , I 11" �"� � I .� V'�­_, , ?'- - -­ ,,'-N _,�, ,_, 111,1 � [ I" I 'T" �, � I 7, ­� _41� 11, - 11 _,�­,_e,;;�­ i " 1, � , ­ - . I ,-, '"' i �. , ik � _ -RA ,,,,.� � %, � . BE SHOWN ON THIS PLAN AND THEIR I __ _.- -,-- , I - ,,,, __ , -17 IM - _,�4__�� ,� , I D. PRIOR TO THE FINAL INSPECTION OF ANY PUBLIC IMPROVEMENTS, THE APPLICANT I '. -/,, ,"_,�,Q, -,,. -,�­�_ ".",�,� �,, - , 11 ...... '� "; _ - , LOCATION WHERE SHOWN IS APPROXIMATE. THE CONSTRUCTION CONTRACTOR I ___-, _-'1-11 �­­,.,,- _­ _FLORCS....... W.�, ­ I'll , , 1-1 " '1� � . __�� - � SHALL SUBMIT A WRITTEN STATEMENT FROM A REGISTERED CIVIL ENGINEER THAT ALL WORK k I _� � "_ _�\ 11 ,,,,�,,, ,,,I I ,,,, , � - " .r I .1, ,�," �_w,,, '� I I , �"I � , '� � � ,_ _�� ir­_i� 11 �, � ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR HAS BEEN COMPLETED AND IS IN FULL COMPLIANCE WITH THE APPROVED PLANS. � , -__,_.!!�_ " I �� ..0"0.----10, `­-Ait i;`N � ', I _� t � I�, f Ir" "", ------- -1 -00 � " � "I LOCATING OR HAVING LOCATED ALL UNDERGROUND UTILITIES AND OTHER � � - , V do ffis won ,0-, ­ - I — - 6000"Mm Wo OW 'r ,I 11 I I '00,100M ,.;. __��, , ­41�/ 1%, 11 ,,, I 00 ,�� , � I .W'U"011,000'm'm"Wommum dw S�� i " z FACILITIES AND FOR PROTECTING THEM DURING CONSTRUCTION. I �Q 1,�, I �, �_,;` 1, ,� L� .ammova-I"-- A \ �I k 1211 - ,� k--� � Q / , " .. 4M.2"Umnow so I , \ �. / 4" I- ,- , . .I 6,000 no ,;,,.,"'k�, _1� - I L", i , Z � 1. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF 4:ii . �1. � If ����k�,,"i, rA `*�A �_ � � , \ . � 11 I CONSTRUCTION. THE CONSTRUCTION CONTRACTOR SHALL CONTACT UNDERGROUND " BP`hr"EVIALQ_Na `�,Jo ".. I'll 8 U N -�,,J"��;, fal 1� ":- , , ,,, IV " �, � , '� I I 1�� 1, i il . SERVICE ALERT (U.S.A.) AT 1-800-642-2444 TWO TO TEN DAYS PRIOR TO THE ,"'I 43, I % ". - , , � I �;,I N"� �_, \1",�, ,__A, k�,,,�� 1�1 START OF EXCAVATION AND SHALL VERIFY THE LOCATION OF ANY KNOWN AC NA NOT APPLICABLE .��,� 11 '-,. ve : '1� I 1, '7 " �- k, : : I �k 1 1� 1, \ , , . � I ,1 � - , ., ,I � "I I I ,�,',�� � � 11 " ;.� Z, . UTILITIES AND WHETHER OR NOT A REPRESENTATIVE OF EACH COMPANY WILL BE AGG BASE AGGREGATE BASE NGVD NATIONAL GEODETIC VERTICAL DATUM , ,%,-�, �1'11�", ,'III � � 1 V_ . l, I . . "� \ � �� 61,, �, ; �,�" % k 11 I 11 -1 � I "­,� ,� - I I �, . PRESENT DURING EXCAVATION. ALUM ALUMINUM NTS NOT TO SCALE )i, "It 11 " :,�'. �I ��, �1_1 " , Ti '� I � - I ,�0 t 1_1� I , 't, "I I \ .�", , k 11 . I � � --,, '� � I'll �,N 1�11' - t , _( .:,�% �%V, C3 � ?", , " � ARCH ARCHITECTURAL 0C ON CENTER , I ,i. I I ��,,k� ', Z' I I ,, �11 I I , ; , I �, % ­,,�,-�, . , �, J. A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK WITHIN THE PUBLIC ".� I "" ,��% , , , I ASSY ASSEMBLY OD OUTSIDE DIAMETER % ,)� _______�1_' . , ���,,� � .1�;, � 11 10 � N 11 - - I �� �, � 11 RIGHT-OF-WAY, FOR BOTH SEWER AND ROAD CONSTRUCTION AND THE INSPECTION I �, A , 1�, , � AVG AVERAGE OUT OUTLET 1.�A I��" % ,,-,"'k ,,,`,,�.� " I.. 4 1�� , �� ,� ­ .111, " , I � 1, 10, I � I . 61 ;1 �1,% " . CARD SHALL BE POSTED ON THE JOB SITE PRIOR TO THE START OF , ,,���I- .1 I )� \ �,11 1, � .�� ,��� 11 , I-, I I 0S OFFSET ) `0�,\ i.I I "'. �, , N 1, I , , , "I I " �", I'll -0 ?, . , 11��,� I I BC BEGIN CURVE , `�I I .% � �, ,-_,�, �,,, � , , I �� �� '1�1.1 ", ,�, �,�,- k � I I I ,�, , 'j ,�, �.,11", ', � % 111:�', � ,I ':,�, '\�.." 1 BCR BEGIN CURB RETURN PCC ,,, m6�,,, �0; �, ,�,\4"\�,, � �*,"%�,� I , _, I t . % � 1�1 -Al` � '1� ,�Vl %-� � . ., I I 11 I I 1) 11 � ­ '� -, A. \� ., � ,I,� ,� K. THE CITY INSPECTOR. ACTING ON BEHALF OF THE CITY ENGINEERING BCC BEGIN COMPOUND CURVE PCVC VERTICAL CURVE 'i �,�,,,,�'t � I .,.]) '"� i , - , �,�,,�i; \ � � DEPARTMENT, MAY REQUEST REVISIONS IN THE PLANS TO SOLVE UNFORESEEN BLDG BUILDING PG ­�'k , ""X 1, ! I - � I I I � ,.I �,� \ N . . f ��.�,*\'A 1, , 11 ,,,, \,11 � " I , I \�­,\ �, I � 1% ,I PROBLEMS THAT MAY ARISE IN THE FIELD. REVISIONS SHALL BE REVIEWED BY BM PI POINT OF INTERSECTION ,� ,��%,,V',- , � I 11"' , I � """At, "I% � 1;i" � '' I "I� 11 ,�vl,��, . I k . _�V ;-�,,�, �"�,�,, 1% %, I ��', '11�11 THE DESIGN ENGINEER PRIOR TO IMPLEMENTATION. THE INSPECTOR MAY ALERT BO BLOW-OFF PH PHONE ,_i 'v­-,�`,�,�-­11' 11 , , 1, I I t� 1.9 11", 1,I ��,, �, L N", " ", � I"I tr 4, '1� , \11, � EVIATIONS IN THE WORK FROM THE PLANS. THE BVC BEGIN VERTICAL CURVE PRC POINT OF REVERSE CURVE N, �' , -1 �� ., I g".,� �� I �� x\_� , � � "I � I'll L REMEDY THE WORK TO COMPLY NTH THE PLANS TO THE -1 , 11, , 11 ,- � B/W BACK OF SIDEWALK PP POWER POLE _11�1'�111_111 ..", ik '�,,",t'�i�,� """", §��,,, -, zz�. � I ,""."i, -1 1, 1 � " e\pd.," ,,, .1 ��L i�1, � �, J ,,, , `,� I 2 ­., ''�, -, �11.1� N, � : SATISFACTION OF THE INSPECTOR. PRV PRESSURE REGULATION VALVE ,; �, , ""', , , 1.1 ",V�,, :" , 11 � \ �, ., I � ,,-,,,, f i , �, 1� ,,A'�� ", I �, 11", I � 11 ,­�, � �,,-­ � , I I _ >,, I. �, " � I C CURB PRVC V VT. CURVE "'.1 �, I ­ 'I," ; . �, 1_1�1 ,-.11-11-1 I� .11,11, ,., ,."�.,I 6 ,�,, �`, �, I %,% I L. THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE, AND CFS CUBIC FEET PER SECOND PSF "'.. / ,1 � I �, �, '�, " �,�,�� I � . _ ­­­­"I . 1. _-;�- , i ,,,� I : " I w / I % X , I �, � � vl�l k� \ � X �"', � ,I _." �� y 1i- I I I _ , 'L�I I I " -,, ;� ", ) 11 ,� - ­ " "I., � ,, , �, � ,�,,,V.. � __ I -I,,4-" " I ­ � F ALL CHANGES WHICH DEVIATE FROM THE CONSTRUCTION AS CL CENTERLINE PSI POUND PER SQUARE INCH � .__�_ �1,, 11 " 'el e ",_­ 1? �, " ", -_1111 I ,,, ,,, ,,, ,,, ,,, - . , I I., , \ " `�,_ I 1� � N I , � �,,, 1�/ � " `�,_ __ 11, -1 � r, ­ � . I 11 . ,� 1,��, "'. . " -� ' ' , "', "k , � ., ��,, , "I , - -, , �e' " , , ,,� .�,_ql -,,, _ . , \ CLASS PUE PUBLIC UTILITY EASEMENT ft 0 I" " , ,, '12J , " �, 11.,"' �­ I PROPOSED IN THESE PLANS AND SPECIFICATIONS FOR THE PURPOSE OF PRO ADING CL I 1� " �, � , 1_11,111 f ,,, � _ -- '. A ,_ _--- � � I I _rl, 11 �,A .",�. /11 "I 11 ,I , i,� . THE ENGINEER WITH A BASIS FOR RECORD DRAWINGS. NO CHANGES SHALL BE CLR CLEAR PVC POLYVINYL CHLORIDE G � "I" �,, ,;� I'll - I . 'ff �1, V, �7�--, .1 ", 1; � �', _,""', �1, — , . ,�, , .'�,� 11 P­,_�;-k ,a , " ' '- , ­ 11 , ".", "�e_ , � V , � �, "./ .., Z ,- ..'- � I . . � " I I'll, V �, f -,",_, ;i,.- ,-�� 11 I_""�,"I -1 � �� % I ,�1­111 I V,- - �' , I I I I.. OF 4- ,,�"­" , ­ � , � _ "" I " , � , 'k ��_ , ,,� , MADE WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERING DEPARTMENT AND THE CMP CORRUGATED METAL PIPE 01 I�, I ""_i ,V",,­-,:V1�'_1_, � I 1, � I ",-, "' , % I I, _�ge ,�, I 1. �, _11.1 , I 'V� N, __ , I 'I'll , f ......1� -� -�, � . i I _1 / ,,,�', ,,��_,,- ",�_' - ­­.- ,�, . . - -, � . ­­ ,I� � I �, , I ,i �.,����A,, '.1 "I . � , I ,�". I I., 1�. , ,., 1, COMPACTION RAD RADIAL ;1 ,V,,�' "I , , " ,P ". � ,. ' , JA4� ,�,.�, ,� .11 ./ 12'", '_�,� �, 11 �,__��­­`,",,,,j�_ , , i , , -1 . �,. 1, I I �,,,­., COMP 4 � �, 1"..", 1'_/ �, .:,��_,,,,,, .11", , DESIGN ENGINEER. CLEANOUT R RADIUS . . , �' " "I '� __ , , I - 11 I , � " .� / CO "-11, 111 -1 11 I I-1 1, " N*444 �114 ,,�,", �, , . .. i 04, , , ill I __� ,�, 11 " " L __ , _,�- :1 - 1.", 1 , % .1 , . ,......­ , , � 1. I �,q,1,",, , --- -0-,-,,,��, -,�,, �, ?I � I 11 � " ,,, -- , -� ­ ,V, ___,� " �Jl I " ,; 11 1 4�;�,� 11 , �� . " I I 11 ,:� - - "' ' ' -_­ ' "'­ �� '"" ,% �,�,�`, I I IL' I "& - "'/ ' ,_ � 11� _­ ".. � �!.1. . I " a I �, "I 1',11�e , ," ,`�.......,,, , M. THE STRUCTURAL SECTION OF PUBLIC STREETS SHALL BE BASED UPON SOILS TESTS TO CONC CONCRETE RC REINFORCED CONCRETE I �` � �11 , - ­'­�-- � '. ,- 1� ", 'v �-- " �,, ""I � I % . ,�' " , ,, ",, ,,,,� � -11 �e � 1�4 .11 X, 1111.1 %� .1 � � ,,, , ,,,,, '54-, 11 ­ i _ , , , i RCP REINFORCED CONCRETE PIPE �,_ . , " ,� ""', "-,,�- "' , � _1-1-11-11,, : '11" 'e", ,� 01��. , , I` CONSTRUCTION , I ,� , I �, � p � W -A! - - 1,�* �, � " . " , ',�4, ,;�� � ­­ ­­­ I - ,K,��, le %le. I I I ��, -1� I,� �,_.�' 4�" 1 '4� 11_�P,�, '. ,., io " "�, "� � ", _,�,:� IS""i"""""""',� I , zl��_" ", - - _�." I- . . ,_ 1,4 1 " " '�, 4, 1, -11117- , " , CONTINUOUS REINF REINFORCEMENT " ,,, ,,,\ I �, _', " .. . " .1, - �� 4- " , , ,,,,,/!TK`�� "6", �i;,,­ �_ ," � _'�� "%% DETERMINE THE R-VALUE OF EXISTING SOIL AND A TRAFFIC INDEX DESIGNATED BY THE CONST _ �� , .", , ­'�' �, � I "� , /, 1 ��, ,��',� X� 'I _",` � , ­ 1, �, ; , , , *n ;U I . / �%�, I . � i:�1,0,,� , C ON. CONT I � . , 11 0 ­��,,, � '..,,_� % � � ; ,�.,11 1, ", " ,d4o , - .1 " -__,,­_. "" , _,I�_, , , -1 " " , ., 1�1 � . ,�......X, / OF ", i/ � ­ , I ,,, . �1­ �____-, " \ � _�", �� - 1 $ 11 1�1� -,"11� ,,, /, , I 0 , , " "' , , " 0 " L__40,�, 7,�,­­"-,,----­` ,,,-,__­,,,,,� "I, 11 11% ;1 ,I � _;A,.�� � -_,� _,"� ­ - I � �­ ; 1�<, ., ��,:� :,- - -,�,t'I- - X .- , ,", '. ,_ 1-1 ­,:,"- CY CUBIC YARD RRM REST ROOM I'll � � I ,,,,,,�,�,- � ---- , '. % I i -�',,,��:',,,,�- , � , **4% � , , k`-, ,I , , I -,",,%P�,�' ,^,,,,v,�/,�­--% ,-,,,-­', �, � .1 . , , � - , �, � �'g,"".­,'­,-��--, .-'�,�, " P ) 111. ,,�, '. ," I , ��� i I I." - I .1y" � "Ill","I % I , � I'll ., . ", ,�., .e -, -- . � li I , -_ ., -, , ­, / ;� _A�� . - 1� ", ; i II"',"j," " , �1.11�1 , I ,P�. 0 , , , I ,� - I , " ,,7,�,,-,,��,,;,,, ,�, , , " %"" .11, I , I ,,,�, ���,,, -:,,,� ��I 11 I ,,- . 11_� 11 I . EROSION CONTROL APPROVED BY THE CITY COMMUNITY DEVELOPMENT AND - ?0.,--�,- x � ,�, 'N� '. I N. ALL FRESH CUT AND FILL SLOPES SHALL BE PROVIDED WITH A METHOD OF REOD REQUIRED `� / �, ,;�" " _, �0! ��_W��,,,_V _ ,�� - � ��,", ,_', , DET DETAIL, DELTA �, .0 7--I I I !­­ ."�_�,��_,A.,.,4._��, 11 , , � -i ,,��-,�L, ,,_)� DIA DIAMETER RT RIGHT 11 � , , " *,�,,,,,K, / ,-- ,�� -, _:�­ ,� i I __ _,�_ ,_-,._ .- .- , , 1� N I ,�,��--.,`,;",,�� " �'_ ­�, ,_'­'_ ", V-' 11 ,� , , I'll 0, — ,f P., ,t*--��-'_-,,,,,,, ,,., - - " , I 1; . .1 ;,,- I- I � " i", " ,�, `/ " � - " _ . " ' I- ".., ,�� ; "' -" ENGINEERING DEPARTMENTS. DIM DIMENSION R/W RIGHT OF WAY � I "I�;,."_`,-L" - �� ",?�-,<,,;"1_,]i )Z _� -� �, , " .9 'r �_ ,�%­,4, " i ­', , 11 "' . " ­I -_",� ,� 1� -i ,_-, ,,,--- 11,'--',_� "� ­'a ,.� _,/ , � I o � , ," ,��I,",'_/'­­' RIGHT OF WAY �1 � A,_', I 11 , 11, I ,­ I I" 'I., , - , ., DRAWINGS _, ;1; ," L ,,-,,- -""",, .,.,,-." " , % I J , ,;; '_ ., , ""? i ,; V ,,,,r,;"�, 11 ", ,, -1 '. ,; I �',_,,,_� ., ,; , I � �, , .I I � ,.- �� ,,,,,, -, , �, , �'-',',J��;, .. "�,�,4 I , - N'111� , . I 1." '. I I __I " - � ","', il I ��� ."_ ,",,.,� _� � " - . , " ,­ " f �­11_- : ,_ � ,i ,Z�,-"".. ;", � ,1�4 v:_i: � 0. ALL UTILITY RELOCATIONS AND/OR ALTERATIONS SHALL BE THE SOLE .,,, _� ......�,;, - ,� ,, � , ,�', - "I" 11 ���-,�r �`,',,��-," ­­,�--._�" " �, _11_1�� " , , �,.­Ar'.1 J,11,11-11 1-1 ",-, , . . � RETWALL RETAINING WALL , � �_,� ',,,,?,,,�,,,­'� .isivry ,,�,,- :_, ��,­ �, 'i _-, � " ,�'. ,�`�­;, , �,�', , . , - , " DWGS ROW � "I,11�, �__ ,,,, , ­,_:-�,"5,�,:� , �,I�,;"_,,",��,, - , ,,,:-- `_1, "'"I I-�,v_, , I � , .� ,,1,%, 'e,". -e.000,,,,,,�-�,l��.,,�-,,�,',,,,��,. i", 1`17� , _� -"" " -- ",-­ ,,,` N%%* N N__1 T � ��,_ V� I '' _ ­- ,,��,� �, -A,",� �,'%, ,.,,,,"r, � .1"', I .- ­. �,,�­L� ,,0 , '. 6_ � 0 ,I-"- RESPONSIBILITY OF THE DEVELOPER AT HIS EXPENSE. EACH � � , � �, 11�1.. ....�, , ,, '. � i�?>,� " " EA . � i,_'�__', - �_,_ , ,�- , , " 'I -""-,-" I-, -,,,, ,� ---_-�­ % . . I ­� ,�­, - 4� �,�­.'e�','_,�, ,­,�*, 11 ....... % ,� '� � -I'-�,� ,,`�.,,�,," ', ��%,, 'Al�i"".1 ��,' .11,11, � I 1�.V` ­­­"', _'.I--�11- "�,", %� . EC V�, IPW"_11,,, � "'I, ,-,, � '11_1.111 1-1_-, ,,� `� -l", - t .1, .1 ) - -1i _-I " _1 , , -, " 'i � � ,,, � ", /;,� ', - "", _V._ 1.1111', �, "'� _,�, � "" , .- �, - ��-,,`�',,,­ -��' �-'­�_ r� 40"', " , �,, . __- ""1.1,"�,, .1 ,, -,�-_-iio_', , � ­,­ -1 11 /� `,,�, , __. -,-, "", ,-""---,"--­�"' N% ., - � - . �, "­,'"-,�*, �, �', , � , ". , � . � I . , �_ - " . r',.,O,_,� ,l ,,V _� - SANITARY SEWER ----­-,-",-,,-, �, ,�-�,,�_' , I - SS ", , -` I �>_ 11-4, , �151 �__­ I ,­,� � , -, _ �-",�,, "' �101e_ " .,, � �, � , 11 I �, _-, , V " �, 1,"<""�,_�__ ,� ,�;,�_ ,, V, . , " "I ­ ,_ �­, �_!_ �-,� ,­ O'� """I -:, : � , ECR S , . �" 1;1 ,-- � , --� , ­­I— ' ' ,-- -­­- , P. IN THE EVENT THAT THE CONTRACTOR NOTICES IRREGULARITIES IN THE LINE OR SLOPE .e,,,'_,1_ :,, "j, V -P,a� ,­ ,!�- 1-�o "; "1"­ 1. - ,,�.",,-,,�, �,, .__, ,,,,,,_ "Ill % � _M 11 ' � � , , ��,, ,,�"�`` , GRADE HE SHALL BRING IT TO THE IMMEDIATE ATTENTION OF THE DESIGN ECC SCH 1�1 � I �, K-?' "'.11- �.--All ." - . - `:��,,'­�,-,"",­­1 1�1 % . ,,,,, � �� _ ­ � Af,io';" V/ . 1.1.`-00�,­i_"_� , If", ."....1�: , ,1. ,,, _ 1 ,7��<: &,,,��,'j W." '4�,,�, , , , 1` , ,Tf, ---" , " ' � , �_ l,'� ,,, � , ., . ". "J" ,4i ',� lvl _ L.. _11.-_1111��.//"". � " .",� .-��_ ":� " , �_ ,,,,.,i� 1%. "I /��' , � e__00___' ,;" �" . , %� " , � ?��, ""!" ,1,5111i 1. ' ,,,,,,,,,,,, ,,1: ':" '___ 1%, ENGINEER AND THE CITY ENGINEERING DEPARTMENT. IF HE FAILS TO DO SO, EGL LI SD STORM DRAIN -�, I i ­. i 11, . '�,� � ,� " � , """' � 11'"'1� - % �" � ,�, ", I ,, " ' ') - �__" , I Z � "I I�_,'­ ".""'i ", ,/�"'A ,',") 1� 1, k ­- -,r'.,��9�, 1,1'�r,,, 11 - , '.1-1-11 """.,-',, I , , , - ,1�� '. I 1," ,_ 4 _ /. il � " I I � , , " ,::, """', , ,"' - � I I 1% 1_�_ I < ,,,,,,, % f / A 'i' I- _,,,0,*'-s . , I , '). . N /',"��"'A I ,� - , ", I _11:��, . � . , , 1. � _/ I , "41'�, " � 1111-,........,. ', , , � . '1­111z;�'. . �,�, , , , -^ � _7-,.���7;­',,,--'�-�', - , , .- . .1.11 1�� - ! �", " `., _4 < .,.,,,., _ ­ . , , �, I �O ,,,-�*>N � 0 , ;.e� _�, 11 , � __ . ,� "' , " , -,-�',�"",,,,-"'r, ----,,, . THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ERROR IN THE GRADE AND EL ELEVATION SHT SHEET '-1 0 �, ,,, - I , �1,I � ­ , � _7 � _� I " 1, ,�� t - ELECTRICAL SPEC SPECIFICATIONS --­­ ,, ,,� ?, �, x 4 ­� -­­ ­,�­ ,,,." ­-- ,""",�?"_ _", "11 '. I -, - - --­�-­I I - . - "_ I ­- �11 I -11. -, ",­ _�,,, I- I I'( I. 1. ,- " ` " � ` "�,-!5, " ",,:','�,�"�,� I I 1. A�,7���e­­ ,t,!,,,,;�­- I- ,,i-�,",�-­t­", " "I L' ," I _ -- 0,0� � ,��' , ­"7"-ii,�i,,,­,,- �--x- - ,,, ,., ��_ " , I �, _ ,"'" ­­ '_ , _��,,, 1. I , � _�I—, � , I _"",� � , � ,,� "", , - � � " , .1., ", ­� i,_1_1 " I . I 1,� M11, , - !,� " _ , I ,_ I" �, v� . 11, .,�� ,. , � I STATION �­,$ . _ �-11 ,, , i I " " , - ,� ­,," ­ ,� - ,,, , ,; EP 1,� I ,-, "I �, I X .,,� " 077-` - -,--" ,"""_7_n,77� ��'�� ,'__�­1_11,�­",�_ , " , - , , � _ ­,", �- -��-,,,� "� STA :. �, 6 _��,� ". I "",_:, ,�e "�_"� "�-­ , ,, , �,, ,�, .�,, a '14;� I "'i", 's ,,,,,,,, UCTION TO CORRECT SUCH ERROR. ELEC __�'_-, 1� 11" � ;ffl�_,.I ;�01 ?�'i_ -11 - -, "I 7 -�,,-,,,,,,I , ,.%,��'�Io 5?;�I 1� " ,-'�_�"I ...,", "., , , ­- � - I 'I, - "' -� ,,�,,-,,�-,,___,. -11, """, , 1�0! ��' �-." 5��'�- " , ­­ , , � I - I " ,, I 1, , k , �11 ,��­,"" -" �0 ,- -:;� t,.,�,,, - - _'i �_,� ,11�1 I I I � , 0,�el,Al "��,,` ;�V--:"'-;4,��-�,�.�- ---,-,- -, ­_,, ,, , ,�, � `­" � 1.� 0. EXISTING PAVEMENT SHALL BE SAW CUT IN ACCORDANCE WITH THE CITY EVC STD STANDARD � ,,,, - t - '1� - , � � -�,,,,,,,,,,,,,,',�,,,�-�� ".,, ,,­�.,_-�k �111,'�"-- ,- -11, , ,_1�_-11-11,_", _11111, -"'" "i" 11 . " .1 , , , 111. � -V) �,,7 ­ � , "11 o .1.1-A ... ' _., -- _,11111 I , n n, ,,, � ,< ,,, �� , ,� 1`1 �­Jiro ,"'.","'. .....A '. .,____ I.il I , , ,� " _,-.�,, �*,_. 11 _ -�,_, /f�,, , .11 , I . A.,& ,f,___ " _� ,,, ." ____ - ­ . FICATIONS TO REVEAL A COMPETENT STRUCTURAL SECTION EX -, ,�t - 0 00 IV ,- �,�, �. , '. 'T", ,,,,-, ,� ,� � , ­ ,,�z:--�: - _7:-,,,,`�,'� , I,-,,_­­ ", "'I'll � % -_ - \�.. , 1� , '_:­ I J _ - - ";, . � -� -, , �,, , EXISTING STL STEEL - __-, I'll � � 1, f0f, ,V1 _i,,�­,k,,,��'­-,, , �__ . I - - y1i, 1-09, ",,_,fl -"' -­ ,1`�,I-- �r - , )-l'. ;i- � 11 I I 111 1.�11� -"I � , ­ , 11""�,­' -1 " " X, ,-, -,, ��,, �� �, , ",11 .,-, /11, , -1i, I , . " `�` " ,-_ -, ��11 - I \ -,-, ill ", d ,,,, " - ,77 , * -1 . ��_ .11 .."I". "I ,,,;� i ��_7_1__<__ _' , �,; , , _'�� . TI STORAGE ,,, , I ,., '' I ,­ �,�' ,�,_.,-- "011�.-" �, -,,_� I EG � � '? , , _" -"".-"I ,',�, ;,,,,--y- , ­'__:__," I I , -- . THE STRUCTURAL SECTION I _ PAVING SHALL BE JOINED AT THIS POINT. SW A, , 1-11 � ,�. , "o', ,,�,, ,"i I __­ __/ -_,," . I , 0 P, �­ I" 11 " ", , " " -` ,P�/'­ 11, -11, "I \ -,," � jp,� , 11� iz_ -, ve , " """'.1,1:1,­"11�,,�,�` .,-_,�11"I","""I� . �,-� \ � _', '1�k ,,,,, " ",�.,__, ,_', ,��n�, �_ 001 ,� ,e , " ,ti _�� ,"I/,,-"':_­_--1 _�, �. Ilia , � " ' ' ,_, - -,�4 , ." `7", . I I.. ­," __�, . I ,.If %, ,� - 1�1 11 �';",-o "'i':", O' ". ­_'5�.*�!,­­ ,�,,,, 00 ".., .,�,., .,e _� ,:,, "� _ � _1-"" . ,, _ -or , I , -­,�,` I ,�t, .. ., , �'L, `� A,"",^'­­ 1-1 � � �,- -­ i;, ,,, -"", , _"I" 11 -" ,_�,,. 'If . % 1;1 r,, )� -, . -, ", ­ / 111� , ___., .:',,�,', ­ I , � 6 ." - I I ' ' ft�� _,�_ -,4---, � , � :,-e;�� "'I , '.1, , _'��_, , .,,L , � SHALL BE INSPECTED BY THE CITY ENGINEERING DEPARTMENT PRIOR TO THE %%, '11, �1 _0'Or I<;61 � , , , , _ , . , " " . � .�,, �, �;W).` ,5 �,010 �,:, , ;" _ / " 11 � - Z4 FINISHED FLOOR THRUST BLOCK , " "', ,­"-­-_____ -, % " ,,�1�1 ­,�,,�` 0111-11 - - ­­',�, _.,� ,,,_', , "," ,e __ ____ , �1, ­ "' �-1 " ,W� ,� A" - '' _ , V., "" , ,- - ,-1 ""', ! - I.- , - , - I ,e,.��­",,"`�­ 11 � . ", .", '. �_.­ _10,_/1�_, _­ I" -"' 11 . 1, " " . FF TB i1 � 1:11111111 �" i " 1 .,�'11�'-,, k. .1 _ ­- __ "I, /I �', _�,1 " _1:, .,1 ', i4 1111,- , .� I " 1.� , �� , ­ , 1?1 " I ,-,,. -�, I go I - I ___'J:",�o - _��.�,w "I I, � � , `"'"I Z - . ,f-1 '��,- � , ��Y' _,-,�""";-`�',__ " "I ."'. "" _" I �,;,,,-/,", � " ", , A , A � . a ,,, I I -1 . , --, � , ell .�z .-Ill .11 _1 -, ,,�,� , ­`_- TB , , !"�� -.,,,, , I .11 �, ,.&I, ".�!� �,�, , --;;O�--- ,,,.--,-­�, ",,,,",', ,�'_'_ ." �, �;,­., 1: _"­ .1 I ""�,I 1� �...% I FINISHED GRADE � " . � -,,,._ "," , FG I . � .1 , / �,�, , ,�, ,., ,_ , " ...­,"', , .�%-", - , __ , 1. �, �' I 1'', ��,.,,,, >­,-­��7'­vl-�,--��_­ 1-11, �/ �v;`" " ,e�, � ""' ,�, ". ,.�_" ,�, " ,-_`1_-.11- 1�'ft ", Q!� 11 ,� - � ­­�, 11 1, � _V_ 01 :o � � ­ ., . ,---- ��,.,�'. I -1 1, ,- -, , , - , .-- .,5 - ,­�,- ,,, . - ­ ��, � to� � .�* . I - � ,� , , ,�, �, . , - ", � ­ I ­, - � I., �,','_,,_ ___ -, _�11 ', �, , I ,,,�,,�, - "11 1 , , , , , , , , I _1 __6 'Ll,," �, _11., � , , " , d � 111111- - I " � , I,,,­' -�' - � ) :W,� � ,, , . __I I ­ __,��-�,-,­ - � - - "" _ ." , " �,�� .. -­ ,-, I ! " " " " " " " " , , Mrf " " ,, " -_ �' - " � ­_, � � ., I ­ . " ­", ,�,�',,,',,­, ,�._�..� , ,_,,�l � -I-,11 � "I '- , . " -�, ' ' ,,� Q - " . '�;,",d/ �._ " - . - - - " ,�,-Z_-� �,._, . . . . . . . . FH TC _ill;%�",. .� " , .1 ' ' � �� _, 1 � , I I I , , I ,� - ­�,�,^_- � 106 110 I I.- ­­ ""1.11, �` " " " ,�, , , , , , , , , . R. ANY SURVEY MONUMENTS WITHIN THE AREA OF CONSTRUCTION SHALL BE 7 -Ill f �'_" , I ,el i 111`�� !1 �_, _�'�,�., ,4 I . I 4% , ", � 1�,- � _',­­ I", " , I -,-,,,, ­­`_ -, " /,_�f � 'n ,, , __ , .1 7�­- � "� � I BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND FL FLOWLINE TEMP � , Y_,_� " 'I,' , I " op -"" I �, ", " ,­­ , 11 ,- _� ".,'-" � �-,_ -, -- -* ,- f __,,- - ��, - iiiiiiII, , I'll " M, -�',,,,�. ,�11 �, , __�,,j, 4""- ,,,,-, I W "' ,I' I ��, .---�'­.'-- ','__� ,� iiiiiiiiiiiiii��l�I,,, . ­,1� , " ,,$I , -f ,. ­ ­ � _� il, , I I ­� 11 J, ___:�,� - 0,e,�- -4- -__-1, -, , , - �4 .5 , _ I " " .. _,..t�� , �__, , -, 1� ,�, -1 FLANGE � ar,�I� , - ,,, ____ ,,, ,,, ,,, ,,, SURVEYOR IN ACCORDANCE NTH CITY STANDARD DRAWING #426 AND AS REQUIRED TOE TOE OF SLOPE _41 '_ ,�,.Z�� �I'll 111, I 1, I - I - "­,,�� I�I /,'_­ ,,, _, _ a� , , _ , i -1, � , ,1 . ,�� -, � ir� "I I , - " ---_i ------n',,_� 1�- ,�� - .i� �.. _� - - ��`�,., do- , " , I-�'_1­__.11111,�,,�',,__, ,� �, � - 1-1`!;A1, I FLG -1 ,� -�_ I � = � , ,, , . - 14M 4W ­ . .",", Z�l - �2'_' _ ��7 1.11 ,� __ " ­ ,,,T,,� ,,%9" "' ­ " '.1 �_,�', "", _" ,,?�,,"",",�1, " - ,_ --ft"-ft"". � "' 11 �_,�­: 1. :_ T, "I 1 _4 , " ,�_�, � _ 0_?" .,. - _71- '_- ,�­_ - - - "" - ­ -, "�",L`"" "' "',,­,"'"" '77 C_,"_�­--, I __ , �I ,,,,, �' , ,""­ , , 404" , "'"��,, , .1 , � I ,�,:",;_,,,,, � K , I, .. 7 , 1, , -, DIVISION MAP ACT. FM FORCE MAIN TV CABLE TELEVISION ��'­ ___, _',.�, __7__- _- 7 ,-_f __4 ,__ ": ,"­ �.�,,­\�` �, , I "_', � - L_ _____O�_ 1. �', -�`Ill �;� � , I ,_ - �_ , ,-.- '-'­�, ,-,,, " IL- , -11 " " �,1� 11"r ­,", .��, - '.,� � ""ftftw. I-, 11 �, ,� ., ����. ., 5 � � I , ", , /I I I :�-" _.-e , ! � ­­ ',_ ., �� � - "I...-,,,, I I ,� " I do , -,,, �1_1 .-11", '�­ - 1�, -IV FW TW , .1ei -1­_ " "I ,- , ". ,� �_ '_�, W, - "I, " "I � 0�10�_ , .,�,,,, ,­" 1�1 % TOP OF WALL I " ,�, 010 ." �,�,""," I " *a -, r-4--, _�- ---.-- - ____ -�­- . 1�11_____-111,_,".-__ ,-' "_:� ''.7, , _Ix I , 1'. , , ,,, ." A 10,000 , , , �� , , . -11-11-111 P,_I", - ,,,,�,�, ,i..,� '-V- �,­ .� ��,,_,,--"��,,,,�I:e",.:-,.:-"�, "I'wll"' "",11.,,���w, - ," , %b.- kl�­ ': , i ""., i� "I ,_ .. ­,", , I , " , -, � , 11 A-11­­ . � �, ,.,. - _�, '1� �111 ,,, I'T -,'- '^' ,,��,,,' ,.,; � -, I I 11 - - , '10ii f..� il __ ., d0D , , " ` "" ", I I ""-z' � , -,"%k.- � 1,� _ _ - _ . , Ifft - ,,,,­­-_ - , "' � 1 ,-, , , , , , I.- , , -1 I I If I le, ,� -�,/ FS FINISHED SURFACE TYP TYPICAL eft ,__-, ) - __', , - 1 �.. -".-11, - "-.-''-,, ­-,� .� do _ -I -1, I 111_J_11`I1_1,'11;a1_ , .�1 ,� ,`:,i- ,�"I _ "�� 4 ,,, 11 "",- -, 11 1 . , ;, I �� �,­ ,. I 111­11,,�,�. ,,, � ,.IT, �_.­ I lk" �� 11, -;Ill-1.......I 1,�,,,,� "I"." "',­ 7, _"� - -- -`�­"`­`­ � , ""," .-, ,�-- — - _ _,,�, "�,�,,,­'� �,,� -1 ­�� I -----_ I . , __ - ,,� ­­­,,,,,­�" ,,,,��:, i I � , � - '---1--,--"46"" FT . - -,�,,: - 1i '114, ,�", _qlll%� ` � S. ALL GRADING OR OTHER CONSTRUCTION WORK OUTSIDE OF THE RIGHT-OF-WAY � X". __ ., A 01 ,,., � '? "_� _,__. ", "" ,- ;,--,r lzz- - _ .", - '. � 1.­-, I � I I "", -­�, \. -7EL_-.4--_-�z, -i-_ ___'11 V ,"', I -SITE FEET TF TOP OF FOOTING I ." - , ---1 -_._�11. ,.:�7-- ;�_�__ I I I ,,, " - I .­_ 1, , "" ­ "' , - 11 SHALL NOT BE PERMITTED WITHOUT WRITTEN PERMISSION FROM THE OFF %, �, - -1 I ,"'.__ , _� " � I ,,"."':-" �, �,, ,"'.""..,-"- I­, I % i FTG FOOTING 11. I jo�l _.. 11 I'll____ __ i� -::-, ." , ��_ `­ , I % - " ,", ., W, " - "'. ', I'll- ,,��_-- ,77�:.:���:��,� �7, _- I u�e' ,- , .­"I. ,4', ,,, !,�i�' __ PROPERTY OWNER. ", �',�,:�,____ '11� ...?",­_ -1, �i�� 1 , - �,�,,�111'11__ ., -., ,­,�,','­,-,.",�,,'��__ ­ ' � -,-. ­' � .11, ,.I I 'If , ,�,. _11-1' _",­­ " _, �;' . ,�,�,_ ��1� I LI �_ ­�_,,, ,,�­-­,'':_­:­­-,­­-- �_ �,;, :;-7.­­,""',", -, ',�­,,-".�", -� ­ A.,-I " , , - .-�*;," , � `......�,, I �_ ,V_4;i 7W, ­` .­"­',,_.1­"_',1�' �,'.'­�a­­��-'"' , -- ­ _-"-. - J i--_ "I ­7�.�,;�l- -,�,'� -- T -, _-, __ ­ " " -, , , _ ­- UTIL �,.,"-­­,,,- 1- _ - 1�:"'­', r�� ., -,..,, �, ,,�' 11 SHEE-r ----, "., _ ,., — '__ , , __ `7- '. , - _,,:�.�;,_::�,:�' � �_�� " " ___ -,-- 1!�.­­ " , ,�' ­,", _;�t ­ ­ -1 1"... . ,,� _-1 ­­ " ���14_�!7117�'�51 ", � ,� , -, - ',�"­ 1 .1ii I . _ , I q .... ..k_­."'._,� — , ,_�Z:...�L _ __-, -- ,,-. 1_&'1'­.1�111 '.1?'_ , , �.`, G GAS _�­ - �,1- I.. 7 , , ,�7, ";"",,��,_........ : ­, I " -7 '41, __ 1, _:::_,. ,,""11, I �_:�'­_,:" . ��, � : "' ii,�.":,---- ---__ `-, I'll.1.11-�� _ - , , . ;, ,, z"1�,� �11- ,-" ""'.", _-, �� _ �:l - �";15_�� -, �_11 C 11 I ?, - "-1 ­­ I---I'-111.-_..._17� _ ,��,::�� , , ,"'11�1", I_!_I— , - ,- I " -'� ".�_-­` ­­,:,,I I_,___,",-11,_­'­ `­­­ ­ -s--4 ,_" -". -- -,"', , , �: a—,gon=fto go 0 % � ,� ,�__.._-,_I........ _ ., '_ -',��­-­ ,�:�� -11­,; ­­ - - ��'­," I 1! I _,_ , "",,, ___ , ­ -- . _i� I,,, "',­ ,Z_��, 1� �"' � �" - - _, __..7-.7--l -41,-," ---��­­--"-,,,,,, �,,"�,-.-�-,,,---�.--.-,,c-,---,� - _- , , - .1 " "". ... I �, . "', ---_�"I -I I- " ... - _-, ,--��;j�� _. "I 'Nii. �"',� , "', "I , �, I I ,� ", "",,,, "§",- '" - ."I" I -1 I ,_ I- .'_ ­"I.,,, "',��P�_,,, ,,,- - I I , ­_I'll"..., ,,, _ '." 11 I I � . .I" " " , " , 1'��( - _­-1­1-1­,­ ; ­],� - ",,�­- , " - / '%_,,�,_,k,,,�� 1,,,, """____ , , _ � ­', _ ,o( 11"', 1� ­`­ �__. -­�' ___ �, ,­ ,�11 -1 � -,71--, �;__'­ -__ 11�1:11,M�, -11 ,v�-7�,­__"" _.,­:� ,�eV��' - � -'. -,_.%',.,­­4�4­��:� " ­, - 1,� � -_� -I-­" ,I" � - -, _�:;;��_�'� � _, �i " 1-mg 40 "'V ��� � , -, � _ IN ANY WAY DISTURB THE GROUND WITHIN 5 FEET OF A TREE. '�­ ' � -7 ­ ,.ii I, 7 t � ,� � ��_,, I - VITRIFIED CLAY PIPE 111�, __ ,-- :7 ,,,� - t '�` ,N� - I ­,-,vt�`,, ---� ,,,,,,, __ ,N-Ill,," �.".." ,� �_""',­ ­­:�-, -- __,7��;�, 'i'i ., , - , ,�,�,� '_�_� " - =��,-:_77.�:­-,.-­, K"I".0 _,_,�-,�,;� ,,�,-,77 "', , ­_ � .y , ,,, ,�,--,,,,­,:�� , .:_�:��, , ". , ­­­ " *�_ ­­­'Xk�, ­­­­­�"` .*,!,- ,,�;--­" ­­ _­�� "_:_.111..:�,,,,"""'. ....g", _­,�, " _,�, � � , I .V, __,� I—-, �, _ , " '17 "b " , _ _ . ", � `7" a ,_ "' "- - � , " , � ,�"­7--,:__-­- , � �A .,� " , __ ,;,a- I GRADING ACTIVITY MUST NOT FILL, EXCAVATE OR , ,��.-;;­-,,'- 7­­,!"­ -) , , ".�� � T. NO TREES SHALL BE REMOVED WITHOUT PERMISSION FROM THE CITY COMMUNITY GAL GALLON VAR VARIES / __,-Sr",,_ , , , , _,' '..""', , DEVELOPMENT DEPARTMENT. ANI�,-,93'�,�?5"-"*,",," % ` , 0- ,� i i, T, �":_;_,, ",_�"�, ,� , ,� " �, 1k, , "- � r - 4h.- _ ,-, GALV GALVANIZED VC VERTICAL CURVE _� / " ,_ � �� ,"' � -",� "'_"� %Ah� _ , - , , _�, .," �;;,-,­;` ,_, ", � " lw,�, _', _� . -, VCP k-"�,-_S , _, _', GB "'. .,�,.,� "'""' ,1 ;­�",:...- GALLONS PER DAY VERT VERTICAL - 17 -"'­'�5'-',',,',"': 7"; � � I 10_,,_­,:_'�:�', -��!!!�_ %b . s -, i0ol. . GPD , ,� " .,,", � . M � I % I oft, I I %., ­-1, , 11 � I I I -­ ­.,, - -�'I",,._­;�, , , � V� �1,1,I ­ � 1440, � ­ "�r , " -4-­��'­;�_'_�� _Z�=�:,��_;__` 140i, ,��­, I h�-, % 1_ ,�� X�,:_�___ _ I 1 , �*� ;- . .lf'fl,�', - I , / -1 I 1!1�i ,,,,_­ - "", -_4 1, t` rl�,­�-,��,.uW,­ �;. � 11� "­-- ­­­:,, �� , .� . . ",�= � , _�,,� _­ ,� , , , , U. THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED GPM ­­­ �___ ,,,, -1 _, ;, __ ,,,'-,"',_ ­­ I— Ir � ", "o-, I-�,.,.,- --­--""..._­­ V_ , " __ -, �� �,_ ,�i' ,-�i��k� �_�" ,�" ""�_� �` , ". ",­' "Ill' I 11_ ""' --_-­­­� ..- _,"i . f � " I .; i , ,`­ � - "z I _N WATER __ ____4.w�_ ­­­ . $00, ., 1� 1'5-",,�P,�!, ,:11" I ., ._,,.'�' I ........"­ __1 _ - "I I . � . ,�_ ,­ it I CTION PRACTICES THE CONTRACTOR SHALL BE REQUIRED TO ASSUME SOLE GRD W *­��"�'�'�l-,!!Iii!14�,M-.�.W.-c-""', -1 -, . "', �,�<�,_ ­­"'��,O�"r­ -- I '*1 S PER MINUTE � -1 ,-,-:::�:��-fq""7 - "p, 012� )�'x " V" � ., GALLON %­'-­.­ ­­ 1*4 , """, - _--�_- ;��%r� _-;,_777� ,,,�-, "_1 �,�.,;,, � \ I I -I,,-,,- . GROUND __". - .-_'�, ,-11 , _ _��' , - / �,,�.��" _,�, Ira , , " , , _� - I --,. - ww� ," , '. I , 1.0--11 P� _ . , _I � -I— Al"', '" " I",."­,�­---­","" ,"", ;14.��,_Irl_ I � % -,_ ,"I , _- . ,_­­ , _�`.�"" f ';,. ­-1 ­;,,��­,�,� , , " �� --,e,,."�, '�,) ,4; , , �,, I 1% . IL 1:E :1,� ot 41_i6 _, , , � / � I 11h 0�rpl"'­ ,"' --_-_­ 10d, . GUTTER WITH -1. ­ ",-,, ,V M 1�'�­ , , ,"-t',,'�,- � , " .7 , ,�� ,� " ­­ ,?I'.", z,_;,��­ . / ", ,� , �v T�M­ �, " �2`_�'; � � - " - , � �66 I'll, ­­ - , 111`11�_'­,' ­� 1�-,_, � ,=, Z��,��',7- ,,7,7-,5,�_,K�, ,�­,�. I,- -1 I I -1.__-.1 I— � :,:��%, , . I I __zlz_ ­ ,_,_,,IAI-:��_,- _,_,,'___­�­��,,11��-,,"114_--� _,,,_ -21", 11'1:�'L_:, ,;�.��� --,. . ," ,_ " 'I-, ""N� � " ,""' � 1-1, , , "­­­;�," ��'__,,, � ��,� ,��. �,_'I� ,� -",­,---,-'- "",_­� -, " - �1�­_ ,�,, ,-, AND COMPLETE RESPONSIBILITY FOR THE CONDITION OF THE JOB SITE DURING GUT / � ,11-_ ,, I I-," y - - ,, ­, , ­­ ­�;� , ,� - , , ., W/ ,7T_-,-,---,=­,-"- �, �-` ��.` ­ - , - ,-,,,,-.,7,- ,� , ___-:,-­ �, ,.,, - �r "­,"-_,�',i.­'­��, � , ", :� , � _ _ GATE VALVE WITHOUT / - , ..; , _ ,,-,,,,-.-,'' ., ,,'. , _;:�"' ,��,---,,�:,� -""'3_­ n"",-_,4--,_, 1,1' 1_-' .;:�,,a� , TY OF GV ,� _ _ _ " '. _:�:� -l"', '�` % W/o , " , , ' ' - � -�--i,,, ,,r',�-.",�,­-�-'.,-,' "I - RUCTION FOR THIS PROJECT, INCLUDING THE SAFE _:` - I - ­ , � , , _ - " . _.��,?_,�� �_ ," 1� - ­:�11111 ,_­­­I,,'=,�� _­,��'.','.a�­ � �,_ . � - I" _. ,,,,,,­ _�," " - ,-,r- 1�411_-_`_ -.1-1 4-1- , i�: �_ I % I WATER METER / e .. ­-, _4411'3 ,�, " ,11" -1" ­ , qas� - " , (6. 1`1 __ ­­ , - - - _ _11,_;�r,,� - ..,. - -, , _,;F� I _:,_ ­ `;r-',_;_;!F___'�", _- .v,rl' __­ ," 1. I I _... 'C�' , SHALL BE MADE TO � , I 1'_' - "'�: ,, , ­_��I/ 11� I ALL PERSONS AND IS REQUIREMENT WM ',-# �,��_.I 11 _,_:_,__��l ,,_, ", 'it 5 -,:", ._V ­,,�­�-=,�,Q� � _� _1J11 . HC HANDICAP WATER SERVICE .1 " "" " ,�', �,�,,, -_`�',­ ��' �, , , I '. " ,� -r I—' t I..'s 11", I , , I ­ I , APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE HGL NE WS WATER SURFACE ,I I .f , f 1� ',.,,,, ;, �_J N 11 7 �� ',,-- , I % � "�', 'i" ) �, 1-1 / i ES TO DEFEND, INDEMNIFY AND HOLD HARMLESS THE WS / _,� I 11 \ I I- , � �_,_�,� , I % HORIZONTAL ­ 7 li� ", ­_,, , I HORZ WET WELL / �� I 11,� _,�, I " �,._/," ,;,.�, / % \ i AND THE DESIGN PROFESSIONAL FROM ANY AND ALL HP HIGH POINT WW WELDED WIRE FABRIC . . i I LIABILITY. REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK WWF � ON THE PROJECT, EXCEPTING UABILITY ARISING FROM NEGLIGENCE OF THE I WWM WELDED WIRE MESH I fw% '" IEEI IND �. . L 11 DESIGN PROFESSIONAL. JP JOINT POLE SITE MAP ;aEl I � . 1"=409 ' i I I � � %, . ALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES. TRAFFIC ID INSIDE DIAMETER TI OTES � CONTROL SHALL BE IN ACCORDANCE WITH THE CURRENT CALTRANS MANUAL FOR INV INVERT I IN INCHES �, � V . TRAFFIC CONTROL AND WORK AREA TRAFFIC CONTROL HANDBOOK. NO STREET OR , I I . . RMITTED UNLESS PREVIOUSLY ARRANGED FOR AND I � e% 1, � L LENGTH C2.0 — LINDA VISTA SEWER EXTENTION IMPROVEMENTZ> i GRANTED BY THE CITY ENGINEERING DEPARTMENT. LAT LATERAL � LIP LIGHT POLE '"' . ) T BY A REGISTERED CIVIL ENGINEER LP LOW POINT . I � LI RVEYOR REGISTERED IN 'ME STATE OF CALIFORNIA. LT LEFT � WER EXTENTION IMPROVEMENTS I 11 I . . . X. ANY DISTURBED MAIL BOXES SHALL BE REPLACED IN A MANNER APPROVED BY THE i MATL MATERIAL 6 , i I E CITY COMMUNITY DEVELOPMENT DEPARTMENT. MAX MAXIMUM C2.2 — SAN ANDRES SEWER EXTENTION ' IMPROVEMENTS 11, III . MFR MANUFACTURER . I t � I Y. ANY EXISTING PAVEMENT STRIPING AND/OR MARKING OBSCURED DURING CONSTRUCTION MGD MILLION GALLONS PER DAY __ f � � OF THE IMPROVEMENTS SHALL BE REPL ACTOR. MIN MINIMUM R E V I S I 0 N S � �9,0 Ess, � � I . MISC MISCELLANEOUS ,V� -11 '..­­­­�. ­ SEWER EXTENTION IMPROVEMENTS 4 1 . I � - . I Z. ESE PLANS BY THE CITY OF ATASCADERO IS FOR THE MH MANHOLE � $. . el ..'.. . 7_1�_ 1. .1 "..''', These plans and specifications, and the NO. BY DATE I DESCRIPTION . I LIMITED PURPOSE OF REVIEW FOR CONFORMANCE WITH CITY PROCEDURES AND OTHER ,.. *1 "I, `1_ �.. ideas and designs incorporated herein, are = RECORD DRAWINSS _J t;? 11 el�,_?v clivil. I.., 31 I APPLICABLE CITY POLICIES AND ORDINANCES. THE-PLAN CHECK IS NOT A DETERMINATION ��_ 1/1 , ) I instruments of sevice prepared for the �1' I 1. -V ' _.- 10 I TITLE SHEET/NOTES ""I CP z/V = I OF THE TECHNICAL ADEOUACEY OF THE DESIGN OF THE IMPROVEMENTS. SUCH PLAN I I �rgl_ml � X1.1 �1, , i construction of work shown hereon and � ,", � TY FOR THE C,t-- a-- . r" I I Nt'�...�',' fi'�I V F,I 1. shall not be used in whole or in part for 'N / I �I I 1 ." 9 CHECK DOES NOT. THEREFOR, RELIEVE THE DESIGN ENGINEER OF RESPONSIBILI o a A? - .1 _ ; DESIGN OF THESE IMPROVEMENTS, IN ACCORDANCE NTH ALL APPLICABLE STANDARDS. __ �,�,­­_ 19 z* 9— —0 I � (� ��11 - IT PE NO* C4306 aw ' . I I any other project without written authority �; I . I . I . I CITYPOF A 11 CIVIL ENGINEERIN I I I Russell S. Thompson, RCE 43,069, 1 Vx 3-31-06 Date * EXP ,;.-j 1.0 * � ­ : of R Thompson Consulting. R THOMPSON CONSULTING __�_Ih TASCADERO, CA. I BASIS Q"%E,,,, ELEVATIONS IVI � * (I � I �t", ,",,�,":W6,9 * I Copyright 0 2000 Russell S. Thompson, -------- G /' A- A� - -___ SHEET: F� I �i :,�� ,_ A � I PLANNING I ^ - R Thompson Consulting, Inc. -Civil Engineers 'F � V I 1 0=16MMMM / I , . / I I These drawings are based partially or completely on information provided VF CA I A\ I . I� ting. All rights PROJECT MANAGEMENT IS SURVEY IS A SEWER MANHOLE LID AT THE INTERSECTION by others and the accuracy cannot be relied on for any purpose, Prior to ; I� "�I I reserved. Copies of this drawing shall 9-19-01 - mo OF SANTA LUCIA AVENUE AND SAN ANDRES AVE. HAVING A RIM EL=899.57. (SEE SHEET C2.2) 1�1 11 ,,, I., have this notice. - I %/' %01 I I . I use of the information shown on these drawings for any purpose independent N�l 1,; ""1,__1_-___,___ 11�_ 7400 MORRO ROAD SELL S. THOMPSON R�C,E. 4 069 EXP. 3-31-04 DATE ��i � I I,1 I I'll, " I � - I verification shall be performed. R Thompson Consulting,Inc,provides no warranty 1-�':�,,,"1,147,�- Z,---.. X_\ ,I" , 4"", ,;� ill, , I : _� 1 P11 1, � ATASCADERO, CA. 93422 1 k�.�), ,�, "�,�-,,,, BY: "IfCKED BY: CA as to the content of these record drawings. (seal) -4- 4�OF`�11 I,, 1 3/31/04 0; -f?-02e - �,",l T-77). V 5 %Z/01�1 DRAWN BY: DESIGNED Cl' LE: T NO: '��_�'.S�­I I I -Signed (805) 462-1375 ­­_ ---.,-- __________.,____________ I License Expires Date CITY ENGINEER , ATE MD MD RT 1$4 = 400 00-090 1 OF 4 . I I I . . . � "" _;;;;� I " RTC/FILENAME: J:/2000/00-090/DWG/CON-DOCS/C1.0-TITLE.DWG 511--NIA"', * a __1`­� ""I �� I N / / / - / � I _i:11___-'_,­_,'�,_��___ r111 1 4 - /; 11" -, I / " I ,1`111"', r�: ,-V , , , , , I , -, " , �', 11 " I J,c-��,,,-,-,t:, 1� -""mar 11 , " - / - �'!­� - - ­`,_�nll_ _� "" A," t- .— I I " I", 11 I I 1- �I 11 I I'll"I'll" I I I '­­­ ''I ' ' I". 11 . 11 -1 � I ­­­ 11 le I­""I-1� I I 1-111 I I , I'll, 11 I I 11 .. I I I —— 1-11 I 11-1 I I . , I I 11 ''I 1-111 I 11 11 ­­­­­ "I'll, I ­_­­­ 11 1, 11 I I I I'll I I'll I 11 I I I I 11 I 11 1. ''I "I ,I I 11 I I I � � ^�� ^ , ' � . � � � ° � � � � / � � - ' � . , ' � / X ` � � / , � ` y K' ' K . ' � | � , . � � ; , ' � / | . ' � ^ `/ ' � / � m � � � � � � � �' A � � . ' � < |, � ' � [, / '� | ' � � ' � / � ' ' �| ' � � � ' != � "! X ' � . = � ' z � � � � � � � � � � ' � | . ' + . ! / ' � � " , ! � | ' � ! � ' ]� ' � ( ! , ' i ' . � ' / | ' t � � « � � ' � � � = � � ` � � ` � - `' ' . ' � ' � ...~'. .�~,.-'~ ~'�~-_' -- -__'_._' __. _-__' -_- _ '__.�' _-_~_�-____~_�_~~__ __ _-_ -_� _�- _- -______~_�~_' ____ '_ -_ ' _ _ ' -_ - -_ - ^ ' -� ��~,__________- _ -_____' ___-_ ' - - - _ -______-_~-~_--�_____ __'____-__ - _ _ - �_�^�____ _- __ _ ��_- __ ___-- '__�_-_ -- _ - - _ ' - ______�__�________`____-___- _-_- ' _-- _' ______-�~�-�___________�__ ___�-~~-__�� _� _ (SAN ANDRES AVE-C2.2) _14 X + Cr. N (0 Pr CJ OR REEEREIN'QE NQIES _J I + 1 INSTALL 8" SDR PVC SEWER MAIN PER ATASCADERO CITY STD. #702. X .4 11,,V- i 2 INSTALL SEWER MANHOLE PER ATASCADERO CITY STD. #606. C-4 -4 3 INSTALL SEWER CLEANOUT PER ATASCADERO CITY STD. # 605. , , ", ,-' v: -x­" i, I " '. I J. + 0 co 4 INSTALL SEWER LATERAL PER ATASCADERO CITY STD. #603. _4 3 0 ,4o, V 4 0 40 00t < g INSTALL CORE CONNECTION TO EXISTING MANHOLE BASE AND GROUT AS + in REQUIRED FOR WATERRIGHT SEAL. C14 0 V I -,a I'll I �Al�y % % 21 6 SAWCUT EXISTING PAVEMENT AS SHOWN ON PLANS OR AS NECESSARY. V ., + -or rn 14 7 LIMIT OF CONCRETE BACKFILL PER TYPICAL DETAIL, SHEET C2.2. < % 9" % % X., 8 REDWOOD RETAINING WALL PER TYPICAL DETAIL. SHEET C2.0. D-48158*106" 11 1� "I (a t kAr ------ -R=90a0b 0'R=400.0' ,CV41., L .70!, I T n 9 CONSTRUCT SEWER MANHOLE PER SHALLOW SEWER MANHOLE DETAIL, 00 4�;i w, SHEET C2.2. N11 D=1;��7_577_ 410 B Z 0. ST6 own*" -Z Z., am am WOO* /* Ammer&as 26 -1 —UP iriab V A�m coma 4M 40 ANNONVOW M --woo* do do .6 7 -J, N T, W N. I TV _V_ -4 'A. y 1J, 7t 4 Ik 06 7—­:�77­mi J'A i do -4+,o X\ 00 7 3.1 U k 1 11 - '___-,__-,","", 1-1 Arl $ JC ------------- RECORD CEN TER4�k -7 % P 77%,� SI \ 7�� " _ —2_-11 "1 \ ill"Ift,k11%U '7 107� V, % S _zz� PROTEC JON TY S TA L L V."&,, .......... N, SN SOR-ANGE,-PLASTIC yw­FEN�Nc)� k I Z, K 5 'J. -4- EKII '71-1 VIA 77 % 4,5 4. 41� Z1 7 % X_ V,I _',�,Z 4 9-'A/ (LINDA VISTA AV`E-C2.0) EL "EJURQ AYE. 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SEWER EXTENSION IMPROVEMENTS RD DRAWIN'"GS These plans and specifications, and the NO, BY DATE DESCRIPTION ideas and designs incorporated herein, are A3 t1V instruments of sevice prepared for the EL RETIRO AVE SEWER EXTENSION CP S. IN 49 A. LQ construction of work shown hereon and cc shall not be used in whole or in part for ussell S, Thompson, RCE 43,069, 31-06 Date PE NO. C43069 other project without written authority any IQ R THOMPSON CONSULTING 11F Q7 .1, of R Thompson Consulting. EXP CI 0 ATASCADERO, CA. R Thompson Consulting,Inc. -Cl%.*l Engineers I CIVIL ENGINEERING — A - These drawings are based partially orcompletely on;nformat;on provideo No,C43069 Copyright 0 2000 Russell S. Thompson, SHEET: V 1-1\1 PLANNING by others and the accuracy cannot be,rel.ed on for any purpose. Prior to ting, All rights ACCEPT Y: use of the information shown on these draw;ngs for any purpose independent OF C h10 reserved. Copies of this drawing shall PROJECT MANAGEMENT 2-26-02 ^911 verification shall be performed. R Thompson Consulting,Inc.prm.*des no warranty as to the content of these record drawings. (Sec") hove this notice. 7400MORRO ROAD RUSSELL S. THO�PSON R.C.�. 4 69 EXP. 3-31-04 DATE %Mfi. 0F C, 3/31/04 oze ATASCADERO. CA. 93422 DRAWN BY: DESIGNE KED BY: SCALE: O: D BY: (805) 462-1375 License Expires Date Signed CITY ENGINEER MD MD RT 1 20t 00-090 3 OF 4 RTC/FILENAME: J:/2000/00-090/DWG/CON-DOCS/C2.1-UTIL.DWG 1�j�111 .,o) (EL RETIRO AVE—C2.1 ) (SANTA LUCIA RD) 4. \% N L A O'M S 11\ k I REEERkENSQ" 1 INSTALL % P,, 8" SDR PVC SEWER MAIN PER ATASCADERO CITY STD. #702. % 2 INSTALL SEWER MANHOLE PER ATASCADERO CITY STD, #606. V, ......... "CP v, 3 INSTALL SEWER CLEANOUT PER ATASCADERO CITY STD. # 605. % J�j 00WAONAft no do dftwunwo no am % dim 4 INSTALL SEWER LATERAL PER ATASCADERO CITY STD. #603. --A d 01 wow 77 %'r 7 7 % 5 INSTALL CORE CONNECTION TO EXISTING MANHOLE BASE AND GROUT AS REQUIRED FOR WATERRIGHT SEAL. N, 7 6 SAWCUT EXISTING PAVEMENT AS SHOWN ON PLANS OR AS NECESSARY. % do % 40 00000 loo "l A� VON 7N. D Ct NE 7 LIMIT OF CONCRETE BACKFILL PER TYPICAL DETAIL, SHEET C2.2. Alp 8+00 RUBBER COUP 5' .1. ----4- - 1 , 8" STUB 8 REDWOOD RETAINING WALL PER TYPICAL DETAIL. SHEET C2.0. -4 3- /,LING Op _K "X 8" 9 CONSTRUCT SEWER MANHOLE PER SHALLOW SEWER MANHOLE DETAIL, BENCHMA __IRION� Pl E % HMA SHEET C2.2.E y 7 TYP .... ...... 'M -7 ................ SEE BACKFILL REQUIREMENTS PER 4ft so do ATASCADERO CITY STD. DWG. #702 % 'A (A.C. OVER CONCRETE SLURRY BACK— tOl FILL SHALL BE 4" MIN.) VARIES D=1748 49 C; 00 X, 1 3.71 co z 'TOB f L 57. dD lop, CONCRETE SLURRY U) A*& % % Z (0 8" DUCTILE IRON PIPE. MORTAR LINED. lop W % % Z-1 La 6" MIN. 8* MAX. GRANULAR MATERIAL fF % % �A + + L-P N D Coco 'Q R E TE A'.0%`'El ILL m E TA a % N.T.S. ll in 6 24 SAN A ORES A"V'E. PLA R LA_ 7% Cr (SANTA L U L`;'I A R D" W EMBED CONE IN BASE AS REQUIRED FOR GRADE qt z z C-4 LJ 0 A4 WATERTIGHT SEALANT (TYP) 36" -4 <0 -4 UJ 4 UJ CL V) 4. A .. . 0'.. <Z M .6 . .1� ........... ............... ........... .......... ............... \—CONNECTIONS AT BASE PER CITY STD. 606 ........... ....... ............. ....... ....................................... .............. ............. .......... ............ ................. .......... ........... ............ ............. 0. ...... ................ ....................... ............. ........... .......... .. ........... N UJ%IE* -------------- 1—11/16" 1 MANUFACTURED IN ACCORDANCE NTH ASTIM STD. C 478. 9 1 5 .................... 915 .............................. ................ + .... ......... .......... ................... ....... CO.................... 2. MATERIAL SPECIFICATIONS: .......... A. CONCRETE: TYPE 11 PORTLAND CEMENT ASTM C 150 FN ........ AND FEDERAL SPECIFICATION ON CEMENT, SS—C— in-&Z z........................ ............ ......... ........... EXISTINIO )NO'ALOING CIENTERLINE ALI ....... V) . ......... T: ........... ....... I................ .......... ....... ........... 1960/3, TYPE 1/11 LOW ALKALI MINIMUM COMPRESSIVE ............ ........... ........... ......... ............. ........... H 4000 PSI AT 28 DAYS. --LAT ...... 905 1 7/8 ML 905 S .......... ...... 15/16 .......................... .......... ........... 3. REINFORCING, ASTM A 185. ....... 7r77 1 7/8" ....... .......................... .......... Q0 ........... ..................... ................ R ...... SE 4. SECONDARY REINFORCING: "FIBERMESH" POLYPROPYLENE ............ ...... FIBERS SHALL BE ADDED TO THE CONCRETE AT A CL MOR -L 1'82 .......... ............. ......... .......... CONCENTRATION OF 1.5 POUNDS PER CUBIC YARDS TO .............. ............. ............... ....... ...... CONTROL SHRINKAGE CRACKING. DUCTIL&L.,11RON ....... ....... ........... ............................... L�=156.93i -PW PIP . ............ 5 ........... .............. 895 95 ........... 5. JOINTS TO BE SEALED IN A WATERTIGHT METHOD r%r ...... ............... ......................... NT ENGINEER. BAC I U K ..................... R ......... ........... ES] E�N........... ............. .......... ...................... D G F AN" (SEE_DETAIL.­ 'M AN ............. ......... ........................ ............. T C2 6. PRECAST CONCRETE MANHOLE SHAFTS ARE AVAILABLE ............ 5LALE ........... .......... ........... ....... POW WITH OR WITHOUT STEPS. ER,L-PHONE' ..E. HORIZ.: 1 20' ............. .......... ........... ........... 7:1 7. BASE SHALL BE COMPLETED IN ONE POUR AND STEEL VE R T. 1"-10' ................. ................ --------- 885 885 TROWELLED FINISHED. 6" Cl 8. HOLE RINGS, CONES, FLAT TOPS AND SHAFTS SHALL MAN 01 to ODI TE. ol 01 0, 0i 0) 0� 0 Ch 0D 'ETAIL J 0"1 N T D 9. DEPTH OF MANHOLE IS MEASURED FROM TOP OF STING GRADE. 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10. IF AN 18" SHAFT IS REQUIRED WITH STEPS, IT MUST BE FT ONLY. 0 20' 40' L I C fiI L L SHALLOW 3b UUN K EILSEWER LVIIAN'H QLE N.T.S. I INCH 20' R E V I S 1 0 IN S SEWER EXTENSION IMPROVEMENTS RE41 ORD.DRA HiNGS th e These plans and specifications, and N 0. BY DATE DESCRIPTION f Vit- ideas and designs incorporated herein, are truments of sevice prepared for the ins JWME T S A A D R E S A'V'E SEWER EXTEN SI ON construction 'of work shown hereon and 1111119ON& EL A"A0 AkAF Russell S. Thompsil 43,O�9�ap 3-3 1-06 Date RCE shall no be used in whole or in part for PE NO. C43069' any other project without written authority AW51 R THOMPSON CONSULTING of R Thomc)son Consulting. '*"%F A R Thompson Consulting, Inc. —Civil Engineers EXP -3.-3 1. CI TASCADERO, CA. llpm 44NAWS These drawings are based partially or completely on information provided 0.$'143169 CIVIL ENGINEERING A Ty T1 by others and the accuracy cannot be relied on for any purpose. Prior to Copyright 0 2000 Russell S. Thompson, PLANNING SHEET: use of the information shown on these drawings for any purpose independent R Thompson Consulting. All rights nty reserved. Copies of this drawing shall ACCEP FE,p PROJECT MANAGEMENT 9-19-01 ^ft A% verification shall be performed. R Thompson Consulting,Inc.provides no warra C A0 as to the content of these'record drawings. have this notice. %O&Z 7400MORRO ROAD RUSSELL S. THOMPSON R,C.k�069 EXP, 3-31-04 DATE ............... F( ATASCADERO, CA. 93422 DRAWN BY: DESIGNED BY:1 CHECKED BY: SCALE: JOB NUMBER SHEET NO- 3/31/04 License Expires Date Signed CITY ENGINEER (DATE MD RT 1 20' 00-090 4 OF 4 MD RTC/FILENAME: J:/2000/00—090/DWG/CON—DOCS/C2.2—U TIL.DWG 5