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HomeMy WebLinkAbout1995 - Rosita Avenue and San Anselmo =1_- I I I I . I -. I � � I . . . - .11-11�- I . � . I I�. . . I I.I .. 11 �I �- I .I 11 I. 11 I I - . � . 1.I I - .I -11.11 I -. I I I 1. . I I I I I 1.� I I I. I.- . �1-11 I I 11 � .11-111. I I I I--.��_t�,,�,�,,,",­-�­_ �1�-- I I'll- I——�­_­ I I,,,, -. - . ,,, I" ",�'ll I ,,,.11-1 I'll I I "I I�- . I ­­­',,�� I ,I_11, I 11 I, I I I I � J I I , I, . ,� , I I ,_­ _-11, "I i I 1, " � ",,I I � � ,� I I ­ -, I I 11 , , , -11 ,�, � , I I I 1, "", ,�,�,"!,,�l,, , ­": :�, I __ _ � I " : , "I , ,, ,',,,,, �-", � ,� I I , I I , ��, - I �,,,11�,, ",",�z .�,''I,,­A",�­­�n \ I ',,'��, ,," I I w "� "c", ,�1, ,�-,��',, I � I , $1 11 ,,, ,.,� "��,�,"��""��(', �`,��,"All" , I'll, I I �,,,,I , " , I -,�,o, �I I I ,,',�:,_ ��,�I"x , . I ...I . e ,:,�," ,��"",,"­ f, �,- � . "", ,,,� , I '. I I � I ',,__e__ I , I, ; I "No�g,lig..'ali'll"l"�"If ollal I------ 1 bO L.U. ,- " I ,� ­ � MUM== I I . � . . I - . - 1. GRADING .. 0 - 'I, 1) I - 1-1 I ­ l 1-1/ I-le ,..,I I 1-1/ I IV 111.11 " 20' PRIVATE DRAINAGE v I . . . " '. � . . f� 1� . 1 . \ ,.. 1� < <� ; I'll '�� <1 "I I'll I� 1. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF �1. I 1- ,� 4D , ,Ll EASEMENT I TH E U.B.C., ONS, . � / I I I, . Q) �) /I 1 � - (�)/ - I . ,I S46'09'3 ,,-,, I V I 11 -- � ,� R -- THE LATEST REVISION OF THE CITY OF ATASCADERO STANDARDS AND SPECIFICAll .1 " c� OPYE. ,'/' 1. . c� , r I ,_ - cp/ I I -- _-A � ommimucio I comm-00w ozmoavx.w OAMM"m ­1�14090m%wMaWn,� � I THESE PLANS, THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING SOILS 1. I .0momm." asmumaw .�,. loWsommm � --------- om� - " ------I—- - __________ — - � 11 ..-_�, 11____ -------- --- -------- / __________, -,------",---,--",---,-----------, ,_,___­_.,_­'' , ­,,-, �:ll� I -\/----,* � "­- I'll" , ,� ­_ y - �, I, "- --­ --- -, ________. _.---", , Mv, " I'� 1, �l 111'1'1,'�11�5 � , I I 4 "'�5 . , 1. ��,',�;1�"1�1��A` ',�5*�,�, " "'' ,"", , ,, ,,i,,,�",T"",�"!�,�,���,,�",7",�,�,��ir,��,�T"��-"7 --- , ,4 " :� I , � T __ ­� ,"! " . ,,�'� � 1�', . . ,,,,��i 1�, 11-1 "-, " " - " " 3:1 "" 'UmUll�,.!�,, "I i i��!, ,,;�,,���;,�`i�'nT,N',`,,)� m � ,, X ,'�, 11 �"', ,. - , 'A��,� zl� r�!� ,, i� , V4 ,�,501,a"[` Y7 '. �� P 'S'�5 �I , ,",�i�,�,,� ", I I REPORT BY MID-COAST GEOTECHNICAL, INC. DATED 11/19/92. ��, -14 R'll 1. `iiili, � R 1�11` ....-� .1 � __ I R` 411 "lp 1 .. � 1-1 '. , I"',ro,6'�""�;,q�5�,,%%���,",,�,���-"'!I I j��I I", ____ ______ _____ .---" --- - I_1� ENGINEER TIONS AND REQUI MINARY SOILS 11 1. -I 39.,O 4' ­ ... 'I* ..,7, ,-__ �. - ` - 'I", T , I - � . ........ - -14'111�i I 01%1141411 ,!'�" � v I ___j__,__'_,_____,_ _L_ N"'l 4,11,1�i 1`41 4 , I ­ I --1 1. rll&_�llli �'�l--,-T-�,,�ll-�,,�1--�------� ______.-_�_ ___z.,,�,�1.1,11,��'il'i.��T�l'i���ii,��,,� f� - '411,�,�""�,,����"-����1,11,��,���4,��-1,��-tl�Ill""Ii-,-L�ll,�I'll�, . 4___ � -, ��ir4i"�'4,5"Tj. __L -_.,___l______­_j --- _______­j_­.1__­l­___.l_ ___­ __­___­_._ = .1 1 38" L..O. . �l 1. I ." ' � , __ _/_ � 1� �,j . -­ -_ ___fx_ . . � - _­lwo.- . ­ ,�4 ,�.. .________m*_ . 1.0% —------------0�_ . . . __ -------W-- I , _�D_ . I . ---.---.- . I -----"W*- , , - I I I_ -I----,-----* 2. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND " ,"1 1 \ !�____ -_ 2�,0% ) 111--, "), -_-=---- ­­.. ......:"_T___.==___._,____7,7 ____ .1 I 1, S& I �1,1 _'1,641'19.4�11,�� "J� 17, 1_,lll / I .1. "I", �,, -- ______--_f,__.-,-___ __� ,=zz i�`l i , � i ,U] I , 11 � 1,I�i, I -, � 11 �1.41�1..'­�M I J.4* 1 1��,,,,,,, I 1�1�" I 1." I 1.�. - I , I I ll� �l I I il�14 ,'I -_` 11 ?- -I.,, " 1 7:�- _ � ­1777�,,T'M%1-3 7_7 i 1W '' - _17111"71T �' i I � , il I ,,% 1 j !`,� ,�P;�','%-�`�,,� , I � ��lil`�t'lil ,E -,,,,,77,1,773MUT "" __ " �,,� �,I�:�;�,,,­�,� " � l�,�,'��',,��,1,1,1,!:,-,�,,�,,-��,,,.,,,,,,,,,-,,,T------,,;,',,,",',,-=1--',7,,�,�!- :��l;,�,�;,,e4b�'����,�?,',,'3��t',!,, .� FT--T-- ----- ­- __-_f__________,____ —T--------- -------- 'sp�;��j��_� , - � I . �; 7T7 ��;�, �j�,'� i,.-,, - . I '�A --- " I I ." I � -_ .1 _____ -_ —_ ________..___/'l�=_ ;.I, �� , �­, I __ _____ _____ � 4— , — ,,,� , , —I 1 ­_ — — -7 —_ — , � 11 i-_1%� I ----- FACILITIES WITHIN THE JOB SITE. HOWEVER, ALL EXISTING UTILITY AND OTHER . " � - .1',I - �,7, "I , i '� 11 4i 1 ��,��,,,i�,���,,��,,I�,,,,�,,�"4,1",,�,,,,� �x�' __lv� I ­ i�l 114ald"', �,,�"'vi,�,,-,,,;�� _', , AY NOT BE SHOWN ON THIS PLAN AND THEIR LOCATION �l I ��___._/L _,,_,____^l __,_.______)\____-�j-_ I ----T-- -- �" I � J .1 _�kl_�"i ,__f,l<,glkRll)ll, ,,,�,,,,� �jl�',� i"ll ""', -_ zill ,I, BENCHMARK: 1 1/2" I.P. " :)_5-__ ,,,---__),_______J\__ ­_/\______ , I� ___,�_ \__ �-�,_ ------ --,---�-lk-1-I 1�-I,I I I- " �,�l�l,,�,,� - � _ ___.. ___ — __ ____ — -, —— .,-- ___ ___ -7--^ — ____ � — — --.—. ___ .,_____ ___,__, ___ 11 . ��!��l ` � 1, — _. `_ , �111111, �,,,,, , i.__-i�,�;% WHERE SHOWN IS APPROXIMATE. CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND .1 — — — ___ --- __ _ ___._,i ''I .11 I ,_1 - z�l ____/� - __6_____llv � -, ," ELEVATION = 100.00 INSTALL TREE PROTECTION FENCING ' / � " , I- I �l ------- __ _11v _ i,"y-, T�." 11 COMPLETE RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UN 4- ' AT DRIPLINE PRIOR TO START OF," ".., ---Tll--,-------- __ --1 -.----F----,-- ----I , ­ __ 11, _-", - ---\/--- � -----\/— -- ------, ­­_ ­_­ -I--- _ ", I * 11 T_-___- ,_ --T --\I'— ------\/---- ---- I,, ��' --,--\/------Il-------.-�,r_"-,-,�-�,�,-�,--.,,�-.1�--,.,--�---.,�-', ,_.,_______ — UTILITIES AND RELATED FACILITIES AND FOR PROTECTING SAME DURING THE COURSE I ,��"'., CONSTRUCTION �. 1. / .". ,. I- -1, \' , �l 7 y _',i I'—"' __.______v---------__­-------Y,---,----------,,,,-------- ,, 11 . . � I UCTION. CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) OF SO. CALIF. . _ 5:1 \ t � I � . I ­ � .1 ., 1. _____i_______ -_ --- ­­___ I----- ------..--�--------�--,--�--------- ___1 1 (800) 642-2444 TWO WORKING DAYS PRIOR TO THE START OF CONSTRUCTION FOR � . . - , i I i "I t TIES. ALL UTILITIES NOT A MEMBER OF 1 1, �l ..-I-*,.*, ._,�_ _­­-, i � i I I , -, ____ __ _r _ - ---. ----� I , __ _ ______ ______ -, _____l__._____________, _________l___,__--------_---------- , . f N _J_-, i � I I ,,, I ci ---,-- mll _1"""v_-_ . _-,_--"--I-,,--- ASSISTANCE FROM THE RESPECTIVE UTILI I + , .� 1/// - _�____ -_____--.____L__-___ U.S.A. MUST ALSO BE NOTIFIED. . I Ar . I � , "I 0- __*�l '��. \ p 5 Tp,E7-fr- 5�c,,,,,,t ________i_____ . \ 'J)� , , � Y�- ---" " ,�" '.. ;­�I" (1�) , �/N,�� 1-1_,�\ - A441q. \ " 3. ALL AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL BRUSH AND OTHER I 1.-1 li-D. , .. Fj- '-,' -- \ I OBJECTIONABLE DEBRIS, INCLUDING EXISTING ASPHALT PAVEMENT, SCARIFIED TO .A - I \0.1 �o �, \ I ll�' \ '-- - , / ,", 0, �� Z�__ DEPTH OF 1 FOOT, AND WATERED AND COMPACTED AS REQUIRED BY THE SUPERVISING . I � , I ''I ,____�' \ ,-, \ 10 \ ­ 1. x -,, * ,.I \ q111 11 , ._,� 1--e \ I SOILS ENGINEER PRIOR TO PLACING OF FILL MATERIAL ---- x I 1, , ,1___ .-I .�11_1�1 '�I . - . � ''. -----. '. I 1-11,� \ �l'IN - . __..---__-__-___.,_-___v . ., 1�1 \ ,,,--�� �, (114 1. FILL MATERIAL SHALL BE PLACED AS SPECIFIED IN THE SOILS REPORT. IN NO 1.11 ,j�,:�:� )( ____, 1, 1.� 7\��/ 1�1 11, ,l) 4. 11 .1 f 1,1�11� ,. , _\ 1-1 1� A, 11 6 .1 .." ym CASE SHALL LAYERS EXCEED 8" IN COMPACTED THICKNESS. IT SHALL BE PLACED AT , - �' �1_ � "I , , �n I c, J 'w�, V I­ __l ,l �4",' THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY AN APPROVED METHOD. I I 11 I 1-1\.I- _, \ V.`,u,"3" "� !�,-,, 1. - _­ 1-1. -1111-1 -1_1 I I .. - �I -1\?'o 11 I _-1 I \ .-I-.,\ I "'J" I If I �-11- -1 1.1.1-, ... TERMINED I I ­ . I I ll� 1'� ,,,1% e^1 -, - -_ I 11 � I ALL FILL TO BE COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY AS DE L-, 0 T \3 1 1 .., " I,- ­_ - � I � 11 .-.1 -1 6-1 ( ­ � I , " I � 0 ­ � 1, .11 I 1. - / \�_ \ � ', �%,),,, , -1"'', I , I I - ("I _ .". \�_o_ ,-:,�__, e �l " _ BY ASTM D 1557-65T (MODIFIED TO 3 LAYERS). i /_ " � �/. ­­ I I��- (��, 1�,'%%, __ . .­­ � " 1-11., 1 " ,,, , \ 1,vp C -1-1 ".., - I "I "I . -11 1. ­ I , I I. I , I'll \ . ,� -" _'��17y 'M"ll I—_ . /? " � , I'll (�t�r I 11.1, - I ��, e I � , C�o \ - �1`11111 -- I . I � I \ , 5. THE CUT AREAS OF BUILDING PADS NTH TRAVERSING CUT/FILL DAYLIGHT LINES I . ,�l._­__--­--­___j �_, , \ , ,��o ,�1.� ,.�:� ­ I- � I t"'i , I.- � - � ,�,_ - I I I � 1 ,4, 1 " I ) \ 9/, \ - "? ,��" , I WILL BE OVEREXCAVATED AS REQUIRED BY THE SOILS ENGINEER AND THE BACKFILL I I . � ,----' 1 35 /��r,.' � I .. I � i � � /I '11 �' Y ,,, '. THIS , , ��e I I I , y � ,%, �I r-I'll"j � \ '� 'A' I T THE SAME TIME AS THE FILL. PROCEDURE SHALL APPLY I , i 1_\�ff- \ . 1� , THEIR I "Ill'� I I \� ,,,,, I j � I \ -:�,�. UNDERNEATH THE BUILDING AREA AND A MINIMUM DISTANCE OF 5 FEET BEYOND I �L"�­pl . 11 � f�", _�,, cl.l_r EXT-ERIOR PERIMETER. "I. i� I _l`\ ��,�, �-""->,�� . �l " %� I��'l I \ / �- 1-1.-Il I"�'l f�/l ,"', 1. \ " ,, v ­.� � ,_ " "", 0, I I I I , ,, �1.1� \ 11. \ / \ Ir I .- . \ I, �,,- -,,� 6� POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL STRUCTURES AT A 11 \ , -,&, a I \ \ �"I r �,A ,�\ �_�.�l_� I jf�_ � � I " . MINIMUM OF 2% FOR A MINIMUM OF 5 FEET. 1��1, I \ .01 \.,- \, (2�N.,bo .." X', ___�_­__ %e�� I... ­ � � _', ____ 1�,,� U-1 � " . _____l .. ___ - zz ", ' ' 1.11 . \ , \ .-I-_/ ,-- 1 " .7 -7� CUT AND FILL SLOPES SHALL NOT EXCEED A GRADE OF 2 HORIZONTAL TO 1 1 \ ,- " ,��,`, Lf) I I v-.1 6_1 /I -,1>1 �-� I VIE�RTI CAL� I \ I 'o I It i I 11 . ' 'I i / 1'�� I —'— 2 ' co L 0 1 1 � & SLOPE CONSTRUCTION REQUIREMENTS INCLUDING KEYS AND BENCHES SHALL BE I �11_______�__,______ -1 . f c-0 I _t ,. I �l - � � I I I ,.-,-..,..= z . � = I ,_,�.� , I --r �I _W.� SPECIFIED BY THE SUPERVISING SOILS ENGINEER PRIOR TO CONSTRUCTION OF GRADED I I - I f 1� \ \ �l ,�.-�___ � I � -_ - j� zt- � � I I 1-__�l I" ' I --l"__ "'11-11 v mwm gm w�, "I � ­ " , �llll� ' ' � I < � __,O_",� , " 11 mg, "I"f", � �� � � SLOPES. _,�___,.�,,---,-,.,�,-,.,-",--.-�........-.",-��-�--.---,-,.�ll,�ll.�,�,-,.-",�,.,-."I'll ­'. _-1-1 0'', '"I �'1!41"�ll . ,_ , . -.1 -111 , 0 �0,,�-�',jl��'�,��, I C-1 f 11 --------- I. . � , ,�,� q �j� , ", .11 .1.� I I .- -1 I-1-11� " , ,�, ��, , - . ­ I'll, I", . i Q� \ \ , , " �lc ----.------..--' .11,I— I ,-�",_', i 011 I ,4 0 - �,� ,�, "I ­ I I .-Mlf 1�� ,�, i-,��'l 11 I ,_ , � �,,l - j 1. 0 i I " R , , , /11 I co I - 0 r n �, / �,,��',4,j��'O,W­ ,I I I �_�� ," � DURING CONSTRUCTION OPERATION SHALL BE PLANTED - I,.-,,- � rt t 1, z"" " 1�',�'), , 9, ALL AREAS DISTURBED I -d 1 ,��,,g, , - -1 I , , , ,,�,,p 1! � I . � - _ �_ ,", � � , f -1­­ .11-11_�___", /, , ,0,�`,-11>, � 4,�,,, ,� 1 NTH PERENNIAL VEGETATION, VEGETATION SHALL BE DENSE AND GROWING PRIOR TO I -,1�_,"I , L P I < 1 , ," I � , , �,- I -1 � I QQ I i ­_, � 7, , \ � ,��"` � � ,� v � __, �l � , .11, ,,,,,-� ,, I � ICHEVER COMES FIRST. �n I � __.", I � '�� , I ��r I � FINAL INSPECT10N OR BEFORE THE NEXT RAINY SEASON, WH I,-) . -,, � ui I 14, - I ,i,��,,,�i,,, . I I �,_"_ . I , . �11 0 1 �� \ ( " ,�, � I � I I . � ____ I - 1 ,-,�,-,'',.,.,-,,��","-"-���"",-�,�-11,��.11�-111,11,�11-11-�1-1--�I I - '111-1 I 11 11 11- 1.1- 1-1111 I � - 11 � "' ...�­­--____� 0 , __�-,_, 1 I I �_-� �' � , 11 �.111­11, ­I- I � < I ce. 00-10 ftl%o% 11 I'll, "I ,� .,,�,.� I 'I, 6 Of i n'. 400* I g" , � - , �,,�,g , I ll� / 0 f ,� ", i,g4, 1 , ,�lj 1 4 1 1 w ,, _ I � � 0 gO N,�Vl,,' , I I ,. "I _,""ll�11­11,',__.__.'-ll­ ­,� ,­­l `11\ a , I "I", I *_� I I � I � � I , , 0 "'" I� , . Av I � I ,I � 1, 4, ,,,,91" ,, ,.l­1.1­l­ . I I­ 11 I�I -1,­­­­ I.,-111 I­ � I .11 10� ALL DOWN SPOUTS SHALL HAVE CONCRETE SPLASH PADS. I ", ? ,�, I () I g",- ­ ­­­­ I 11 I I i '� I . __ I �_ � 9 a, I'll, 'o I 1, , I I . � ? I "' I , I � I � .1 I 1, _� I ., I , I I � I ___ . 05 - I 11. �' -1 i . �l � 11 -1. \ i"�4".W �--,, 11 I 'I', I I I I -_ I I � ,,�11��,�", 1,1, I 1, � , � , , , '�` I I'll, I 11. 11. ALL UNPAVED FINISHED GRADE ELEVATIONS SHALL BE MINIMUM OF 6" BELOW I I ___­� ,!;"�­ I , � 11 � ;,,- ''. I I'll �l � - ,,,� I I I I 1�I I� I ,,�',�111 - FINISHED FLOOR. �l � .11 �� ____ / __­­;;;�;'.. ­____._ 1%41. \ gll�i' "I, I I ll',� I I I ,� 11 11 , I", i I ;-1- , I 11 I ,, I,­,�,� � , __ I I ___ __ I �,l � I l ��,lll I I �I , , - - � - , I ", I - " Lo - ", 0"""' , I Iii �,, � . I I --:,I ,--.- 1 *%%� __ ,� . , � - � I t, , � I I 1� _", ,- " " � I I I "": , ��­�:�,�, �� ''�11,I I I � I . : "", --4 X* � � I ,",_-,� � �l I ­ 11 ! . 1: .." -, I "*� I �,',,,!�� I I �,�,:��,,: "I I r,:,�,'� ��,�4��', �, , ��,�­l I 1� " I � .1111�� \ � I "', � ''I I � , ,"", I I ,'"" � - - " ,", I I I - I I I I"I'' 11 '' " � __ I . I I "I I , I�,L � , ,,,,,,"�,,�,,��`,,,,��1 12. ALL UNSUITABLE SOIL, MATERIALS, ASPHALT, CONCRETE, RUBBISH AND DEBRIS I 1 - 11 I 1, 1� ,, lfi�il,� I , , � ", �;� , :;�;��;�wll!� I 1, �15 1 1 1 11 _ __ I , � I ", . ,I . I 1_1� � All � � t4ML �'111� I I I - I ���"', �I" , `,""� : I �1 � � �. , 11 I qftw" v " I I L" I I I ��,I�, 4_m �'�,�',�,��,��`,!`�,"�� S, , I , I I I I 11 I � ,I,, � TION OPERATIONS SHALL BE REMO I ___ l_ \ .-� � ,� , __, � I 'n VED FROM THE � I I - Nl* ____ -1 ­_ - "I I _-, �, ." r�_- , - RESULTING FROM GRADING OR DEMOLI I � -...11.1111111.1 1. I I�� , '' ,�,�, _, I ,�I I'-4 11 � ,,,,,,,,_�� w� Voft- - - , wmw � ", I ��i - .� C;�,* I "�,. ',,�,., I 1`11 '_�"I I � _', I I _ I �� � .1 I 11 , " ""**""­.--mft-� .-. �� I I '', i � �,, _x, �,".�:, � 1, ! -,� �, ,_ ", I 11 I 1: I, '-, ,`�,,,,_�,,.,,�,,�� UITABLE LOCATION, AND DISPOSED OF IN ACCORDANCE �' , 1, ­ e ,I , , I I _ , , , I � � �,�i,­�, _'� , � I JOB 11 - I I , 44 ,,, .11 I I'll, I I 1� , " , 11 ! I I I 1, I ­�""`, �I WITH APPLICABLE REGULATIONS. I.1 / ----,-- - �l 1 14, " I I ***'*� �,� I I ,,��,', ,�,�""`,,,,..',-��7!�c',w , _ I I L��, ": - '� � `;L",'I,''' �'­,' I I 11 I , t � , 111. I I , ,"I , , I ---------.. 11, �,, ,,,,�­� " I -l- 11 I i 11.1.11.­....", _ 1 114��1--_ `� I 1�­ I " ; I I I e ­I I - I ''I ;�� �,,�,�,­­ � � I ,, I �l - i . ,z�__ , I ,, � � ,,� 11 I I I � V, �.�­_____ ­ I" �,, �l I I I__ 1, I , -, ,, � I I � � I --, � %k� I ,,:��,,�,,,,�, � I I I . - -, I " I ___ . �� . __ �i 1 1 � I __ I i 1,3.' INSTALL DRAINAGE STRUCTURES PER MANUFACTURER'S SPECIFICATIONS. ,� I L I , I ----- ­_ I I �,,,,` 1�1, � � \ " � I / I 11 I I / ­I-----------I I—-��-�,�1-1-��---,---,"--�.--.------.-",-,-----I-..-------- I , I I 'l.,',­',�,,,, I I 1� ���,�,ll,l � I I / 11 �l I'., I , 1\ 11, . I -1111, 11, I I 'll �,,,�,rlll I � f'. . I � ,,� I " , 1, I, "�"����Z��_--111___'__,___ I �, I'' � ­, j! I 11 I 1-1 , , 'I"E"', 1 SHALL EMPLOY ALL LABOR, EQUI EQUIRED : z / I I I I % I '11"t ,� ,�,� 1 "­11, -1- , ­"4­��____� ­�­ 1,�,�� I -11 / �I : , \ , I A014k, _ V I 11 :, , ST IN AMOUNTS DAMAGING z z . I , 4'�,,� % If 11 I I TO PREVENT HIS OPERATIONS FROM PRODUCING DU 11 , ; 00 . i 11, 11 1 4 � I . , �, � �', I I", , _. yll , I I I I : �"" , , , �l �", , I � I 1, \ " - u I ,, I 17 � / , "_ R u 611, 1 , T A ' ­­ -A v E N ,: E � , , I , I �, I �", I � PROPERTY, CULTIVATED VEGETATION AND DOMESTIC ANIMALS OR CAUSING A NUISANCE J 4�11�1 �! 1� . � �,,,�04-00 1 lb * H_3�C6 ,'�,! I ,,, 11 I I I '"'� I - I ­ I I I :� � I � I I � � - 1, � I , Tl'$l I '' I -, I '. `I'll I I � �� I , '?2 41 11,o,, � I ,� I , , � 1, � I I I �, , ��'� I ,� , � I ,��,�� � I I I 11, � 11 2 � I ____ _ __ — __ — - — I ,I 11 , ���,.­�,,�� - . i "I T NS OCCUPYING BUILDINGS IN THE VICINITY OF THE JOB SITE. THE �f 1�1 ��/ . ­ 1, � "__�___ �l — I \ - — T1, t — � ---7— — — ___ - I I I I�,_ � I I , ,I�,'),, 1,I - � , � 4 / I I I ,,, 1�: I , ,�,",;,� � 11 43 � I �-I 1, i , 1, il� 1, __ _ '' - ;,, I � , , , , 1;I�",,, � � : � -1 .� ��� ,� "I". I­ '�, " -7—,' ___ ,_ �� ,�,, ;!� I � 11 -1 �'@9 � 11 CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY DUST RESULTING I "I' 1 ,4 1 ��V' I I � ,­'. � I I "gi" ev I/ I ------- ,:��,, I�_, I � 1� �l "" I : ­ 11 11 I � �', '_�, � f ­ , I " q�,'��i�," I I I ___._,_ I , , �w"",� : � Tl L �,, " �. I I . � ., � 1"', , , � FROM HIS OPERATION. DUST ABATEMENT MEASURES SHALL BE CONTINUED UN ,,, I. � I . I \ � ,,g�,,l ,,,�_, I ­­ � I� - :1 I � I , , ____-�­ , " ,�,,, I ,-, I I I .. k �� 1% I ,q,,,�,�fl;�, ­ ­_-, "4__ , 'RELIEF IS GRANTED BY THE GRADING INSPECTOR. 0 1 � �_l . I 11, ��, 1, "", A�0, . I 11 � I I -_ 11 1, V' I 1 � !7�_�', , I \, ,�, , " "' Y',�� 1�5* 1 1, I _,_�", I 1, � tli` i��llqwl"��g, � . �l , � " I "I I I �X�""Y!""��i�it.���l,��i��'t"�'i'�� ! I I. 1, I -11111 1��I`l � " ! " *__ - % I "I" ... r 111, " ., ­,�,_4',I�i,_ � '\ - __�� "r 1_ I . A, ; I , 1 1-1 / � I " I . 1 15, C TOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY �� " , _-j �_ � � _ n !, -­­­,,_,._­_­---I '..­.­,.­, I., -"---,---------------------__ I � I � I , -11_ / \ I I ­_-.m.�t"!,--I---- ____.,____-------__­--------_­___ I� 7777 ____­l­Z_.___l � . - I _­­ ­­­­_�_11. I ___ I - '. . __ 1 `� �, 3,�V,t;,,-�,_ � I �___ --_-_,____l---_-___, _­_­ --- ! i I--4",­,",,��", 11 I" 11 � - NN 11 � I ; �I TE AND THAT I ,98.30 �_ / I .% --,----' ,_1�1 ?1��1151!�l � " I I� I FOR PROTEC11ON OF PUBLIC AND PRIVATE PROPERTY ADJACENT TO THE Sl ", /_ 1�_/ � . , _� ___ \ _,, -lc�;,ll I - I,". , - _!� "11 I I 1v�,-;ll , _' -, 11 �c - -, L, _ :p � I I � . �, "I I ,­l-__,__ " -, -1 I I lll�, I 1�'4':'�',�,�,,i;`,lzi I - I I ­:­ . I ''Ill, � � I I � I HE SHALL., AT HIS EXPENSE, REPAIR OR REPLACE TO ORIGINAL CONDITION ALL __,_,______l___ . � I -I--------- . ­­­_ - � I , �' . i � I ­ \ .� I - I _ __ I I V',� 1, �,11 - 11 , - " Z*­,�,,, - _ ­­__ ',�' �l �_ �' � - , I � ,�'t:��,�, '7� �,,, , '11, 1 7 1 - \ .-_4�' 1 � -,,t;­!,�-`,� � _llm,� � _­ -,, ; � I ­­_ ,,��-r . . I I .""� , 1- I '_ evIl I -, - `;q,��,� '' -_ I ll�,lel , -, EXISTING IMPROVEMENTS WITHIN OR ADJACENT TO THE JOB SITE WHICH ARE NOT I ---,.,.I— I ,' � 1, ,-,. �I "i , I I `�, "-�, "I ,.: I �I ,�I'1,1 . , N � -, ­,,E-�-,,�, ,,, 1,�" I I�?"?"� - � -m,,[QH ARE DAMAGED1.1OR REMOVED AS A RESULT OF HIS .� / � ,\ / I , " , ,�, N�� - - - - "I" ­l­­.­0l­,_ . ., I �I,4� � I .1 DESIGNATED FOR REMOVAL AND' 11, ­__l_.__l_l__l______ '. _ 11 I I", I �,�",_, '. ... lillillill � — — ", " b ""I I I 1 �,71� 1 v , ,­�­ I ...- .� — _�, ," ; ,,;, ­ `�_ ,<I" I . �­ - 1�� -11-1 I . ��1, � I I I I � �,� I __-, -1 .^I- . 4� 1 , ­_ _­_____­ __ __ .1 / _�l _I kl� �� , -41-1 �� , , , — , �,, I �,, � " , __�� � I '�_ OPERATIONS. -.1 ----,.-- _­­­_ -1 I / I� _11"l-111 1, �.� I I "I � ­__ I �­_11_ I . 1� . 1) �,�­r .11...... " � , 1, I - 4, � "." /r," I - I I _-._� -, �­_______�� I 1;_", I 1, I I I I " _______�l , I I . �� . I . ­ .. , -010 I �,��,�,�1�,, I *��� --_-".�__ �l 1�. I � - I )_ 71 .0 li�, I k.2 _�.. �14,, �I I - ""'-1-- I., __-, I I - 1, I -1 llll',::4� 1--l" � I I I � , ' ' , 1 16. OFF'SITE GRADING OR ILL NOT BE PERMITTED . / ­ � <,.,,---, - ,- ,1���-'_ \ _, ,� .0e 'I--- � I I ­ I " I ­ � ,-, "", , / / , '. OTHER CONSTRUCTION WORK W / '' /I , � I I 11 / 11� � ­­ , - I 1 . � 1_. ,", I I I _­.- , ___, I 90 - .,." 1�1­ - _ � I I , ­­­_­ ­_.1. � � __', - , �11�'�llll I WlTi-fOUT--PRIOR WRITTFN _p . �7 1 � I,,',"', ��,,,,, ...... _ ._­_­__ _", 1, Yl��,� '17, , I I �'No4"K,v"r" ­ -1­­ ,l _ERK� / . -, . I .le ., .. ,, , ,4.IS,StDN---OF THE OFFSITE PROPERTY OWNER. , "I % 11 1, " l I .�1'11� � � � ,� � "I 1� 11 4, �,,­. I �1' . ll� 1, , I ,�, , " I 1. I / "I k 1-1 I ,1� � I .1 � �� -1_,� �;'' 1, 11 I " , I I -Ij I I-- . "I . ,�` �, "I , � 1, � � � , 1, , I , \ - 1-31 ` . : "I I" I � l'-1, / I "� V, I'll , ��,,, ,""" I I \ �.�- I ll� 92 � I�' , ,:, " I I �, �, I " I kb, 1 I '';, 1 1% 17. "'HE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OR PROPER RESETTING / I 1, � 11 � . , "I I 11 I I ",,�,�,��,�,''�e��, __­�, � � ___-___ I � 1, �-- " � � I � I., ,-�li� 1,16� "I I I _,"'',­_ , ", 1-1 I., �', m I�, I I I �,", -��"""_,­ '' , ____.__ 1� /,,,.- I , � � " , � �V ,_ I 11 I ­ � I �'o I , I I "_�',"_�,� "',�,:__ � , ANY SURVEY MONUMENTS . , ""I , �, ,�, -, , , , , I �11 � ' "I-, I 11 I I tz", I , ,,,,, , ��,� , OF ALL EXISTING MO SURVEY MARKERS. I I / ,9,6s ,,�lle , , �l 1, 1�__-, --"�,�-��__ k � , /I , I ,��, I . ,����;�,,�','_%-;:,�,,',;-"""�""-"",�,,',�:�� I I I ,� I I I 11 � , , �,,� " ,;, " " ,,,,, I " i I -�� 94 � 11,11, I ,,,, ,,�, , " � I 1 � I �,_ �� , " � I I I "_ - I "�� , , z""',�,6� - \ 1 , I , I IN , �:���,,,,,�';�",','�,',�;�"",","�,,�,".,",",��� " I WITH THE STATE - 11 I,�, 1,�� . I lll%� I I ,­' "I'll, ____ : ,,,, , DESTROYED BY THE CONTRACTOR SHALL BE REPLACED IN ACCORDANCE �'u/z, - _& 11 " ' ie , � I � .00,11 I-- _____ I �5 ­, 1, I I I I , ll,:��,�__ � """;, 7'' , . I I . I , I I :1,,� -, " , / ycl I /11,'31� I "%ww , ."ov _14, I �..­� ()?V,: 11 � "Ill � I '' , 1'1� , , �I ''I �� Ili ���'ll ,�,;, . �;- ':;, ,',,',',,,,�,"' ,�,,O`-` i� I 5�j - �. I I ", , I " ,?", .,.,,,C- ,� 11 �� V I I , I l," �- ��, � I*- � I �,_, ,�', �,,���'ll;���""I'l",�'I'l�)""C"�""/���,��,,,,,',��;, I r I I 1� , - " , � ;,�",,::�' �' - �­-, ,,�,,�,,,����?�,,,,,,,,,,,,:,�,� LAND SURVEYOR'S ACT AT THE CONTRACTOR'S EXPENSE, , I __ 11 - I I �_! I �,_'�,�: " "" � 1 I I ", , I � ,, �,�­ ',,--,'__ ,� '' ! _� 11, ',,'I�jl",, ,� / 1�' � "l-, ''(I , � �_ : , I , 1 7 __ 11 , , 2 �"­'fl' I '%�,, � 11 � �l I .- I / I , I,I" I I" li� I ��,�i"��'ll"�,,�,�'ll""�,,�, " ,� I- � : I I -11 - __� I � iz ��,�,,:,;,���;� li,,,,,�... ",, , I ", I 's `��, '��`� . � �'l�-��111�1 I I I I 0 - :� . ,Z�,.,A I : �,����_,`,� "�,,'' v " I " _­ I t �: ,�"'' "'ll, 1� "I � '� , - _ .____5e I ; I I I ---------*W -7:_ , '' I : �,:, �;,�'14', "I��, ................. / � , \311,11 I 10 " , - I � I , �� � � �0�� �114 " I �,\ 0 c - I _". ,,� A��' 1 '5�. , ���� "11� - _:��_ � - I , I -IOSE DESIGNATE / _____ lll�' I 11 -11 , "I ,� L�l�( � I ­� ­__ � I 1, 4 '' I ­j.�,­ I ,, " 18, NO TREES SHALL BE REMOVED OTHER THAN TI S, "I � � ! I _1� I 11 I __111" - ''I I -, ­­ ',' 1, , I - � ", "', ,_ '.., I .1 � I I'll, � ,,, I I -, , 11 I 1 , I �::V"_1, "'; �,-"',��,,',""`�� -A-< I / �E' / \ "I I -1 / I � I I ,, I � � _� � I 1,.'�, I I I,,�,� " I_", _t� / \ � ''I ,� I , - 1 , ;, THESE PLANS. TREE REMOVAL INCLUDES REMOVAL OF STUMP, AND PROPER DISPOSAL � JIINI 1"i v ," I I I S__ � - . I I ..........�- '-- I '11, �11 I 1 :11, "I'l , j " 11 . 1� I " I I I I , :, 0 1 " �l � . I � I '' I , I -, �_ I / � ,,,, I . ­ - I �_ ,,,,� ­,��""�",)",,�,,,",, I "------- � � 1.1, - , I �­,, 11 I" ,'' I,, , �, - '--" I 11 I ,,,,,��',,��,',�! - �, � I I �, I "I., , ", THEREOF. �� / --/"�_ _ / \ '1�1 / I / I /�, - ­ I I " ­ I I I 11 rl*l') I I ­_ _', 4 .11 �o _� 14 1, 1; W 11 � I-x __________� �,, I - I I I 11 , � ,, � _ — 1 -1 , ,��,,,,�,',� I � , I - , , _� � / I ' ', �_ ,� , ,,"� I I ����,��,��,,;�,i:�,,'�,�",i"""��,�:;"��','' ,,- -1- �l , "I I � I " - � , "I'll" I � I / *_1 / \ � 1� , ""- 7— 1 � (�"I", I K " �,�, I 1�1., I "I I , I � I I 1, ,, 1, 11 I '' , I I � �",'�',Y���,'���',��'�,,�',�,�,,�",,- � -11 "' 00 1__� 1-� I �l I I I 1- I I ­.. ,, , .'' I f- ,�l ��,,','%,ll , , _­_ , � I . . 11 , , --11, ,e `�; "' � 19. UNLESS OTHERWISE NOTED, ALL EXISTING SEWER CLEANOUTS, MANHOLES, WATER ­ I- _�___� il . 1�, ,j _� / '�\ / 1 ' ' 1, I I I I, �_� I I ,,,,,, / I 11___ 'I,.,-_, I , �, '' � � 1� I I" f- � , � I . �_ " �1� , . . I 'I, I I I -,� , ` , --'11111 �l I I I 11 I I I �,:� ­_", c- I I , , ,�_ .... I 11 , I I I'll I I �, � ��,,,�'�""�"""r,�,,'��,��",��,�',�""",--�,-"";,�I"I ,� I I I& I I ,,:,,� I 11 I �'�, _ , - �11 1, , 11 . " I ­, , � I I TILITY BOXES ARE TO BE RAISED OR LOWERED TO FINISH Ln% -- , I � I / ,:,....�, , � ��fl­­__ - I VALVES, AND OTHER U I--- 0 1__11 _­- '17_1 \ "-I-1�_ ."'ll, . I I � q,v I .1 I I LJJ"', ,,��""I", ,, vr) / .� i , , -� 11 I I I . ,�be, ,�""��,�"­ -- �111'�' I­. , �l �1_: , I -11 1, I f . ,� , " �", '1­1� 114-, "I . ___ �l 1 7��� ,�, '' f z � , I �,, , 'I ,,�.,s,,, �;,�""�,:��,':�11,�,,, I'll . � I , GRADE. 11 , , l`_ i "--"-,,,,,,,,,� I . 1�� [I I I �, , LIJ 4111K 1 � 1 � , 11 I 1�� �'l � f . ,I � "I I '-',' ,',"�!,'­­:� �11,'' -, ,�, 1j, I �l / 11 - 'tT4. ��l I � "I t-1�� 1�1. \ (0) , I �,,� '_.. . � - IT �,",�, ,�,,�"":", I _j ,,-, / I , I , �,�, � I 11 ., ,11 _'ll 1___�' ,,, � ',��' \ I /I 11 - I i I I 11 I ' ' "I" 11 I (�') :T_ I i �11 I , " � .1 20, SAWCUTS SHALL BE MADE A MINIMUM OF 12 INCHES INTO EXISTING PAVING AND ��,��`,., ,_1, z 4- V 1 , I ., � ?/ I I . ll� I "I I ' ' :, � pe) B," I ''I , _1 I I I � , , , I I " �` � ," � "I , I i '- ­ � � , '­�, ,, ".-,, 11 11 � i_�I!l, 1��,,�,`���,�L�:, I " __ 11 ."', 1�-1 " If .1 1� ,,,,, , ";' ' I I 11.1 ­ '' '"',,,,, , ,,,, , 11 1�,,', I I --_j'' 111<11 '�," 7� 1, '' I�6 I I " , I , ,�", ,­�,,�, :�,,,'"`��,�, -it, ,, , �' _�,__;,_ _ . V) I I "'�: �,,",��, 11 ­11 ­_"�C'.�� �"',��`,�;�,�j,� "��,�,"',"i"",�,"", 1 __­­ _ �� �1� ��'�,," ; I� 11,, - :1 I �� ��l it) , � ,� I ,�;, I , , "I ' 'I, , I , , A I ,��,�f��',''",,'', , 11 ",� , - I I I I'll, ` �­ -, , ,�,��."""""",�"I'�'ll�,�,,�i,��,�, , , � # � , , I I I � 1 11 " - , " .1 , -- I �l ��� "'�,� I _ � , 11 ,�­ , �1,I I 1��__ - , �,:_�_:,,,,�-_ I I I 1� "_l__l<l �, ,,;' 11 I 11 ��,___,,--­ , _ '�", ,� � I I I I ,1:11 I", ' -9 I--" I ,� _', ,�� - ­tt "I AS, NECESSARY TO REVEAL A COMPETENT STRUCTURAL SEC I ON. - �N", , . 11 I ,�, � I �,,: �%;�",,'' I ,, , I ,, , " ,,� I � I � I 11, ��,� 1, ", - �,,�I 11 , , , . � � � I ��­ I �� _; �1_ ,,� ,_��,�,-z f N I " � �_ _1, , ,)15,'�,� "- , 1. I'll I I , ,?�/ ( �� " '-.11 ,,__;� 11 '� �__j , - 9-� 1, _", ­­­1 'l7__--,--7 ''' I r � �I'1�1,� � ­ . ". , ��x�� 6, �� , �,',,�,,�,, �,,, , .I��,�,_ - A ,, \ � 2 i,,-_,,_, , ,, r, - I ' ' I I % '�l ' ' ,,, - 11 I ill . 21. EARTHWORK QUANTITIES ll____"� ,�G , --',I"'- / � � \ I � 11 � , , I I I _111-1 , 1'�111_�lnl-,!�z,�_.­' ­�.__-- -­11�1 � �­ :­",��,�',,�',� ( I LJ ,,,��,­ ",,,, �', ,11'1�_, . _ ll�� � ,:, ,,,,-,,,, �,, I I I �l 11 �� , � �_,l I 11 I : 1:1 , 11 i ��_� , '71'� " ,'��,,­­ CUT: __AEQD___ CUBIC YARDS �l ­� ,-­-, -,. X/ , , 6.;7�_ `-,-7 11 �, ,", , I " . ______ \� �1_1\., 11 I ( I , 1 --7- F'�,.�, - , ;1' I -, I � tj :, : I <, ��', � �3 - "I-,, �Z�l 2 1 F',F� �, I � ,� �,�,,,,, I�'' 1'1�_I- R L L: _,5 " e-'1, ,�,,'�Z>%:��? .- 1-1 ��I � 1� � I 11 I I � I I � I :" -, I I I - 11 I I'll ", I "III, I 11 11, I 11.1, _50_Q_____ CUBIC YARDS -, 1_�, I `�,, ,5 _,�,� _I---- 11 / f- - - , - -f I , I� I I _, -11 Nil-,, C/�) ''I''',,, 1�I I I �_ I 1. \ I ll�_, .4,"6 I__ � -1, 1--, %/ � ,,�� �,,��',', ,�l I ­ `�'l ,-,' � 'I-". I ��� 2% MIN \_", - r L_ ,, I 11--% _T_ i ,I I I I­ ,�'__�,',� � 11 ,__ - ., -, , 1�11 -1 ,1\ - I I � \\ / � I I I I I , ,�, , , I I I e �, ....­_" , , , '' '. I I Ili �. � " �,� - I/ e . i f I ;,�1'11'11 �, , . _!��� 1, 1, I . � r 1, I � , "I ��4­, I'll �'' 1 , I , �, I I � I �j I ". I 11 �, I I � ,I I --- '��11'11 , I __ I I �l � �, li -1 " lll�r 1�1�`��,� I . - I I 11 1 - 1,I , " i,,�,�:,,"',',',�,� I � i� _�_ \---,, ; , _ -I�_ _ , 1, ,�;���,�,�,,�:,,-",�,,�,.��,�,��l",�l: 11 "'' '­ 1�, ,,� ,-�,_�_­,',_/l I 11 , " , �'. I, '' ------ -� 1, I 1� "I �. I )�`%,, : 1, � ,,, " * �� I I ��,""""��-�',,,,,'��,��",��;,,,,��',,'�,', �,,�, , I ��� , , ,:�, - , � 1� "��:��,__,_ 11-1 /`_ / I I I"�­�, , 11, I!, ,`�""� THE DIFFERENCE BETWEEN EXISTING GROUND ,�7�1_1 -",Z,`41 ---,� . - ' � / ­­,__ `7 1 1 4 1W 1'�'l " EARTHWORK QUANTITIES ARE BASED ON 1��,�� D FINISH GRADES, AS SHOWN ON THE PLAN. SHRINKAGE, - 10, �1_ -1, `_ , I � I , � I ,_ 2) -I 11 I \ 1. �',�, I , ' , �I I " ,� I I I �-,��"",����'I'�'L�"�"",-"'��'�',':�' " I I'll, "Ill",,���'ll''��"Il""I",'�'ll""I�"I I . I I 1 M 1 " ,11 _ "I I _,��','__ 11 TITY "I 1�;_/ I - Al i, - ,, . , , --- , I'I',, ," ­ ", , , ;l " 11 � S�l I , . I :,��, I CONSOLIDATION, AND CLEARING LOSS FACTORS HAVE NOT BEEN INCLUDED. _­�� I., � 1� 1� pa f - \ !. , � J\ ,- "i--______. - -1 I � I ­_ ­ , 1_�, , � A ­­ I -OFF AND SHALL , __ / I I ---,­,,���::", i I ,, 11 _��,�,�,�',','���I�l ASIT AND QUAN TAKE 1 co�, A\1 � __ - I I � ., ,, � : ��': ,, ,_ I ,-­­� � - J "i,,`,',`;,�,�,,", ,�� ­ � 11 I ,, 1, � I` ", I CONTRACTOR SHALL MAKE HIS OWN SITE � - "I, 'Ili - -,,,' , � , ­­ I L_ _j I �­'� _r I ,� ,'­,,� 1 11, ',,�', ,�l I I ,��'�,:I- � �'�l � \�,� � � 'I. - I I .- I ,e', � "I � '11�rll,V­­"��4 ",� . I �,_,, I I I _ 1, I ��, ,1��,,�,� , ­ ,� �'­ � �,,�,,­`­ ;� _`� - I . ",, , I ___ __--___,� I _"�,��, 4 I I ". 1.�l,,,, , ,, -1 " (�)/ � - , ------. I I I �,�,,'' ,,,� ,�� , ____,�.,� , I I I z - " . ��, ,,�,��, �� , 4" , . I _"I �, - - � "'v, `I ,",�,�� I I �, ,,��;,,,��,�":�,,,��""���,�,,,,,��,��, 'Ili I / I ,xw=_---=.. ,:�,.N, . !�l "I -,,'; ��,,7�,)!�_",�, ­,� -11 --, I --W- -_ I � V1 ,�," ,11 �, ,'41-11",,I I , I �'_ ,I r ,___� �� ,,,--,-,-- I .,�' -,� ; I---- , I- � , ''M ", , , I 1-1 BID ACCORDINGLY. I I " I- ,\ - / (D� .,' - � " , , . I 11, ' ' � I ,,)4, � __ I I �_l �� '11�, '' I "I ,__\" -- _ , 1%, ­,_Z�,� - _____ Z=71 - ,- ��, -, , I",� - I ,,",,_, " I . - I , _� " � F"�',�����e�� ,7 11,,�, _* " " �, I_,,___ I ,�",",,�,,� '' (� I __ , 1, I ., ___ ,�,,,� I I ,N_ , I ��l 1��11_" , I -, 22. AGGREGATE BASE: �/ ,,,,,/ __ _____ 11 111.1- -, I 1- ,.",�'' I � ,� 1, , , "''"�, � �,,�_ ,�,, �,; - ... ",'' ,_ , ,'' —� ____� 7 1 1 '', ,�,, 11 I I . ,, , _�� _-4yz- I 1, , ,�,, I ,,�, � l,, . 'Ix \, I "I, I I " - ,","', :�I�,,,�,�, , ,, , : " .� , , I �11. I — : , Z I I �.-"",.,�,,',,',,,',�,,,,-,,,, "�� . I- , r -� — I � � ''I , , , I , , _,, - -RIAL SHALL CONFORM TO THE APPLICABLE REQUIREMENTS 1�1 I .11, I ­­, ,,,,,," I ­­ 1,� I I I ," ,"':-,, I 11"'I", I , I " A. __,�__, f 9�'.()o r- � , I , ', ,",......., � I , "I,-,I �, , I , AGGREGATE BASE MATE I , ," - � \ : ,� � 1�rl, OF SECTION 26 OF THE CALIFORNIA STATE STANDARD SPECIFICATIONS. " -�,, r I r.f- / I � 11 -.-,-I '11 �,I,I�,'�,""'i ", . I � r- " . __�ll I I , ,, -/_ I'I,'"' �,,', " � 11 , I el 1," , ���,, I I L) ,\�� I "', , ,, " , , , , , I I I:;� I " 111 /1, ",.;-:�,� I I I `11�1 "I, I I z 11"'I'l, 1, ''I'll "", �,,� \ / ���,/� � I IM 11 ,;,'' 'y:,_ I I I -.-,,/ I I 11 C I -1" :,"���,,'��',� ,% "_",� � , z/ , ,, �,, '\ � - .11 "_ I I � , B. AGGREGATE BASE AND SUBBASE MATERIAL SHALL BE COMPACTED TO A MINIMUM , , '�_� � - H A , ,+ I I '��, "11:,,",;'',�,��', ,,,�, \ i I '!�-7 1 , if I ,� � I , � "I '_�,� " � , '' : , 1'�� I � .." I I - `��,'��:_"", �, �,, I 1, , I 1, :,, \ I 1,'' 11 RELATIVE COMPACTION OF 95%. THE TOP 12 INCHES OF SUBGRADE BELOW , cul�l_ 10 � / \ I I -1 , (D I I I I I � i I (,-,) � , ",�'. - i 11 � , �11 I L , . � 11 I , �I',, I I ;.' _ "I C I I I � I \1_,__,�___ I � / & CZ> i ��,, "_', 1, I LL BE COMPACTED TO A MINIMUM RELATIVE I ____ ,___ - ­_____._ .--_t-, l . - \_ NSTk ' t . F- ' ' I �. 1 1,�11 '' � -4 1 '1� r- r­�­Zzz ----�_______ / � -1, I LL TREEE PROTECTIOt v 4-, I 1-1� �I 11, I �/ 1�\� `,_�_ __ "�,, I I ,� ? I'1�'I',, ��, I I ,�, 11 1,�,,­� ,_ , 117 It' " �, COMPACTION OF 95%� I--- / I F 0NG AT DR,tPLINE , -el �1'1 1, "I I ,, . � 2 1 1 1 I:, � � I- _1 �',':�� - 1�11 I I EN, 11 I , V�, ,-"-, ,,1, " I I �11 \, , . 11, I�-_ I I To I- I I 1, I I/ -_ -1-- k PRK)R START OF I 11 I I_ 1 23. ASPHALT� , I I � ,_�� � 1_�l 1*1 \111 ,--1 ­ '_�_ __ I (l`oNsTl:_llulC_11%4 I 7,> ; ,___� L � I -111, �­__� ___ ___�_,�� I ____ ___ �, �, I 1, 1, ------- - I -_ � I " Tl EQUIREMEN , '. . 706 � I . - � , I A. ASPHALT CONCRE E PAVING SHALL CONFORM TO THE R 1, I, L_ I I"� .---, � I 1, � �_ I I-- ­­ � I, I -f � I , , I '--�,, , ��, ,--_�,, -�.,j "11-- � , I I ', �7 - "*,� ��_l CIFIED IN SECTION 39 OF THE STATE OF / 1, I .., ____� -1, 6 '%-,��,>l -'111, b- e,l � I "I I I "I 11 �'l 11, I C�i "I _1 � 11 11 �I -1�'l N 1-1 ''Ill, I, ,��,��,' I------- I �, `, ,34"' L-J, ',`�:,�_ '"', , I I ��-,_ "' 11, I ___ ", � ,� 11 , � , 1, . _______:!� ­,",""' ',��,'_ I , CALIFORNIA DEPARTM -1 I --- . 1�1 - / I I t1l,I,�,_­,, I Iq I I'11',�, 1992 EDITION ENT OF TRANSPORTATION STANDARD SPECIFICATIONS, JULY " � �� * 1, ,__� �_� / ___ ------- .,�,�, - � 9�a _� / ", I", 1 40 1 �, �I I . I �� "I - \1 1� 'I-,---, 11 . I I/ �­.'''' , 11 � , - . "I" ,,, I _____l I I ,� I ,__� � __� ___��, � i I �� I 11 � --l-,"', � �, �,� � ,,, � ____ I "_ 1 24. STI STAKES SHALL BE SET BY A LICENSED OR REGISTERED -----,, ____l I �� -�� � _ ­�, � �, ""1, 708 �k .� 3: 1 C, __. . ­ / ,I I _____�, -1 - , �� �_ �,%4�� ;! S�k! rlp�_ � I 11 �. I I I I t ,�__. "'.1. � ll� *"'��_ -j .- � I I" I 1, �1'1� I 11 CIVIL ENGINEER OR SURVEYOR IN THE STATE OF CALIFORNIA. 1�11'� I , . - ___�� , *�_�__--I'__- 2�% � , , ��j " I � I ,, ;�- I I , 1, ",_,I�l 11 10,2 �­_ _ 11� 'I-, I � 11 � V � , - �_ 11 ­ I ''I I � ­ I 11 I � I I 11 I I "I" ," ,� 11 , BENCHMARK: FD. 1 1/2" I.P. MOST NORTHERLY CORNER OF LOT 3 1 ��,, ,I'- - ,., _�______-----I'_ � --­_,_____ ___�_l I 11 � 20" L.0�* Z, , I I ,��,� , � �, '' I' ll '' 1,-1'' - I , ll�,,,"�_ , �� 11 1, ELEV. = 1 00.00 I'll, - I ­ 11 "" 11 I I, � ..-, . I, ;l I � _�_ _", ­ -1 , 11.1 , I ____ . ''I li I I ---I-.,- 0 ei, ,�����,,��i���,�'ll!",��,���,�,���,����� 0 �l ::�:� ,, ,, I , _1­1`1� .._._ �_�� I / I I I� � I I I � , ��,_�,, ''" I �� I , I : , 11 �', I , �, " 41 "_ ,, , I I 1 I I , I I "I 1 2,"' ,- 80 1 ,-4, 770 35' �_r), i � ll'i . I � I cl ._�,` I / -----_, I � ___�______l_ ­_�_� 1111111`,,,� 'X- 11 I , I " I I i I "', I I I - 11 �:���illi�I��illi��ll�ill�!�,l RE - --------- 111111 I �1111111�llill - -11_ 1, � 11 , I I 11, INSPECTION - I----______ IN 11-1 ___ -1 � I I � I -­ �%ml : I ___� 06 _­­__ � ��, I I ---�----��-----,-----,-,--�---.''. __ I— i 0 c- � I I, I',- ___��� �� I " / I I 1� "�,­',�,,,��,��,','� � I - -__� 1� I � �­, '�',�,, I , -, I I : �',""", - - �', ��'I'l� � - -, I ,� 1,�, �,���,-�­,%_-, � ;;,­,_,:,',,��,,, i -" --- " `e--� ',�_� '1-- , I , _�,���,�,�� ,:;�, , I "I, 11. CONTRACTOR SHALL CALL FOR INSPECTIONS AND TESTS AT EACH PHASE OF " 1_1*1��_ � �� - , ''I 0 - Z�%�, , -, ," I ,, T� 1 'f r.d I -; __� I I 11, :, ,-,�­�­�' 11 �, � ly JOB. � : I I ":",�""",,�,,,�,,�,',','��:� WORK AND IN A TIMELY MANNER TO ENSURE A QUALI " -_ _ - �l ''I 1� , ," , I I '' I = - - _��i- - � � ,�i ­ I :,1,� ,I,,--I rl I ""'X"5�,","ll,",�, I I / -I", ­ 1- � ­ � - I -1, . � �, � 1 I �� � �f 1, ,� I i I!,�l � ,��!�,�,�,,,,,,,��: ?t �,�,','//YU , I I � ,, , " � I 11�, 11 �, , , - , 1- ,,�,�,,`,�,,,,,��,,�,, : , I ,� ,� �� _�_ -11-��.-11 _J _________ ,------�__ � I 1, ­', I �"` - / .- ,,, �__�_ - � Lf) -" I ^ I i I I ,� ��_,_ �� 11 I to I I I I I " I , '' , 11 , ",2,:!K`� �, 11, I I . ­�,, ,, I ��-�',"ll ,�`,,'-`� �,,�",,� "91./,-; . , �, � , , �' " , , I , 1�" , ,",,,,,,� 2. THE SOILS ENGINEER SHALL INSPECT AND TEST ALL GRADIN RTI __________________ ----,----------�---,-,-------------l---',I---- ------- ( �­, _ I , � ,,,�_',',�,,��,.�,,�,,, -,-,----,_­___-- - - , 4z�___ *�l _____-�� -,w,-,-,:� Is"Mow 4XIA� 1�__�,,_Qpat� 143b� 1�1_�_Qlll.�11� '"Amwomm"m ­­�,r�­,mcaswuwmo lownsalum 4grAmom , IN I 1-1 11111 I-— 44"w"a 11 p, :,,, - � � oxamoom momm" .xAr4w*= �661=90.0m I I I I Iflum=1 ; � � 7 I I " movoor-, - --- � �,%""',, � , I I _______ll-1 I I I -�,,',,,�,e,,�-��,,,�,,­,," I � I " __ �w� , �`1`1�11�11�';"'1'1'11"' " , I I-lll�111; I -, 11 I I 11 I'! �,��,� ,,,­lll��,` IN THE FI E THAT ALL EARTHWORK ; / I --- 11 ","`�'53'00"'N � �l ��,� ,:, � ".,�11_ -, I - � -11 I I C',� ,, . - � � I I I � I . I ­ ��,,�""",,�",:;"/"","",�"""�"",�,,,,-,� I I ,, I ",� , , ; I I I t,'� ,� 11-,ll���­, I : NE IN CONFORMANCE WITH ALL REQUIREMENTS SPECIFIED �) i � ,� _._". �� I I t - , I I I , �' �11 I I - � I. ,���ll,�l",�'l",�""I'll,�""""","�'I'll""II 1`1 I �llil I , , '11�� o . I� '',�,ll,��:�;���, " , ,I �:�,� " I "I I - I :1, , , �, I � � I i � - HERFWTH. I � � �,i I �""""""""""�;,��I'l�""I'��,�,, ,�� 11 �I i� , ��, , I 11 I I I ,'�,,','�')�� ; ��"":'­ , '� ",,,,,��,��,,�,�,�",�,�,;'�,�,,�", I I I I I I I I I I , ,," I �, � I �:�1''I I I ....... , I I eI , , _1111 " ,,�,, , ".,.: , "�� I, " , " � , - ,� ,,, I wl "" -,,,, 11 � � L� �- I i ­-, I � ,:.,1, �", I ,,,�'', , 1, �,,�, , ,� ,�,,,,�,�,',,,",;"",�,,',',�', I � I , - FOR OBTAINING AND �_____________,.,__ -----,------.-,-,.--�---��.,-.�--. --.--- _.­_____ I ,�,;x,�w. � �_ ,� ,, � � 3. CONTRACTOR SHALL BE RESPONSIBLE F PAYING FOR ALL � 20, 1,141N. �, " , e �'�/, Y-1 I��1_1 ";� �,�_' �i I - ,�:: 11 1,� , ru,,,,� ' '��`73 ­ � ­'," I �,` _1 -,-,�-; I'�,����,��,-"-,�,,��""�',�,�'ll�I POV. I I ,,, I F E,,vla' L ,JV00.i`-`�� -�', "" ,,,'� " , Ar, MMlAGE EAKMENT f , ,,,� ,f "X�',�,'�',v,­,t.y� , , NECESSARY PERMITS, FEES, BONDS OR CHARGES IN CONNEC11ON WITH THE I ;, "I I I f, , mvvm-*� .­� - __ � I.- � , ,� � � 'ROL BLANKET ----- ------!--,---- 1.010*00...*�__- __,_­,__ �'��11�r�;� �J, , WORK SPECIFIED HEREWITH. PLACE EROSiONI CONI' ! I I I "," I I _1� �11 1, 1 ; , , " %,',�,`�� �; `3 � �, ! 2' � 100,-Y�,AR WATF SLl;R,'A(-,E z_E.�,Ei NO. I DATE 11 ;,_'lr_SCf?lP, ­,� , " -1 :,�, � ­ 11", � � , F, p `-+,,'A,,, � , , I � I. � � 11 0, , �_ ", � '114 E f- .'� s , , , ��4 E ,p S'' I ­ 1) I ��j 7 '�,�'I,l -� " I I �'lil - � NORTH AMERICAN GRE i - ._,_­.�� , I I i __ 111-1--_ -1 , 1, t ! " - 1, I � � , ,,, �� ,, y ;,_� . � ,� 11 -v - A� 2' . 1 +1.'G, ��,',-.I MA�. I ? "A i,l, , " SO R ''q,s -_______l________l- I - -11— --I-- 4 i ____-_1, I 11 lll,� � 1� ,I I 1� ____ ____ __-.__-__._________.l . �­­_ I'll , � �l ,7 ­ IRER'S _____4 r I �g , � �� ''I", I li 1-01 I --va. -- ---.-I , -L­j , , E il 11L INSURANCE AND SAFF EQUIVALEN", PER MANUFACTI 11,33.1.11NOff inoll""1,1111, I I , I I R � __l______l.­-I--,..----,__-______11- ---------______ __i ___ r 7 � I ­ , ,­ I I . , " ,,� I A ,­,�, , - , � �_ I wtlliw,Udll.�,')� ", �'�",­ , �1' - el", � � �l 'I 1 7'', , I "I I 11 � _�� ',�,� -;;N I �ap ;�llf --_�___--_____l _._____--------____.__,__, . ___-__--__p_--1_11-_-1 . 1 I -1 I I li , �,�,�,'­ 1. NEI THER i t-z I 1 _ ____ , � � ., �W A 5, 5, 0 r..I A I! ','," ��" �4, ,- '' , "" , I '! �''I I I 11 , , '.1� , I I - I i�, ll� �,� � ,,,��' / f 1 � � 1,101-ill, < --r--' 0­�_A �� 1__l--_-111'-__',___ I I �l �_ E CONTRACTOR. E. PA-U- �` � � ` I I --l"I I � I I____ _... I I I " I I � :�,��''"',_ SEE STAPLE I I tt��N - �-_- I ; 1�.�� 0 ,_,, ­­­_.._­__ i I � ,�z """',,� THE D E I Al!�- 7 , - AIN TO TH I � I z __4fz i, -", Z I ,r­__l_________l_________l- I �11 1� 1, I 11 , '' "If '' , I - ­ - /*Ill,w �'�I /11 , , �,�: 1�, � I,.," I � ,, , , I 1;_�.�ll 1, --:�-_-- ----o,-- -- � I 1� Of '. � � , ',� " :, I � " " �f"A v , ,I" I I /'1111,,',�, , � I _ �l � 'A 0.i I -,�,', " �/ I 1 4 �l �­ 1 1�1 � I - - i " �, I V 1`1,12 If I 11 " � � �11 -­__ �--141,__e- � , .. �,",�, I .1, I? 1 - 14, 1 1 1� �� ',I'. � I c) 1 'j, CONTRACTOR SHALL., DESIGN, CONSTRUC � I I I � R""D �� - j_; � ;� � -, � - - ___" � f �l 'o"" A� ' 1P,�`(,"" , , � , 4 .9 � ,1� �_ _10NS \ ,.�l _N Nl�I" --� .0. 1 -------4---------1 11� THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY SPECIP"Al 1- - I ; I ", I I I � :,', I ­ ." �'l "Ec' . . .0 -1 sp � � 1� - I 11 ,�,?,f T AND MAINTAIN ALL SAFETY _0 � 4 .:�_l - .0 13 ...-,Z, 1 _71�11­ -____l_­ "I 1____l_.._____l-ll_---,I­", � � - , 0 _` I--------------'-'T--"--�--�--�---'--'---�'-----'�'-� 0 44 L ���4 " , 1, v , I � I "". �l--- " 111141 ", I & - � � i I I I I . le at ,%,,�,-,,�',,�l - I ------,-L--.-.,-.-,--,-L-����---�-------_______,- I i I - , ��', DEVICES, INCLUDING SHORING AND SHA ELY RESPONSIBLE FOR I , I 4!- / '�f " ' L " ---.--- *111-11-1 I l­ll­,..__._l_l__l I - 1-1-11-1-1...____ 111.1 -- -I ­ ''I'l�,��"...---��i".�..-�-"-�,--�,�",�...­­­­.......­­­.". " "_�e�� 4 ? - I � � � -e 0 ,-�",.,k,%�z _�,kp,5E � , ,� � ( I �1'1"'ll� ­ ,, � , I i I � " �, , , :: I � � � ; I I" " / ", CONFORMING TO ALL 'LOCAL, STATE AND FEDERAL I...111.1.11.111�.� 1-1- I'll I I'- � - ��__13�1____ , - I `O�P < � � __� � '� .........t"""', . ,, _�� "��/,.: ­ - ,'-? I 11% I ,�,,­,­ , 11. , 11 I . ",�,.,'�'.� � ---------4_­_____­­__________-----------_,________, I ­.­---l_-____..____,_-­ll' -1111[111 '/"�,�"'­�,,d I I �l_ �t��,:�S;, i ,,- I , I ,, � I �_ , I - ,:,:"I I N ""0001111�1 fl, ,I .- -1-1 .. I �1'11 lr� / �_��,��,�, r j " I ,� 7 " \ 17 ol,,, I � , �5 �l �,,�, . �l � � I ­ I 11 ''I,,,��,,��,,,, 41 , , �� �"I I" -1�l - 14 � I $' .,., 11 � , I 1 I STANDARDS, LAWS AND REGULATIONS. I ­ �,/ 11 I Al, I '_ � �_ 4 "'�,,�\ "I s ,_ � � ; le�l, ,,,, .,i-i ". T z I'l I I I "C,��-.:�,,?­ -"",� I I L , /111�"', 11 I , — " " _ "I ,­ � � 1��­ ,f ,�,. 1-1--11-l'"�­­­ .1_­_­.1__­­_.__­l;ll_l...."I.......P, 11' '. el�l -, ,,, C',�",` I 'l., //' ­ , , " \�,� /.1 11 I � I !,I, � -1—---------------------I--,----.-------- /� , , , ,,� I ��, I'll � 11 , I", 11 , I x i z , , � , ' 'I .111,1-1111111-1 ll_��;111­111111�­�� , 1�'l , �� 1, ­ 11 �',I 11 . -"-""--,--,".-,-.�,.-,�"-'',�, , �,�, ­ 1.11,11­1111­­�,",­ -111.11-1-111 ­ " , , ; �41$ �'­. 1, � � , , I �,,� I Lj I 11 � I ,� I , � ,l ",I _12, 11 � Z� _0 ____L_ ­­­________­-------­­____­_,_- ­________l_l__,_____, 4, -, ,,,��,,,�,�­ , '1�1 �, , � �%l ­­ 4 , _ ,,`� """, ,,,, , 1� ,, , - ,,, - � �� , �l I � ' "' "I-, , ,�,, ,.,�,:,� """, " 1, � t � � , � 11 �� "'li , � � ` w_� 11 ' ';, 1-1 " I '' I I" � 11 - I t�,"��,lf 'I, �", � ,� 11 I I '_�,�'l , ­ T AMER!"-,AN GRIEN ,,,-,,1,25 OR 418E,,�,, Y,I , � I'J�A,,,'11'"� ,,, �11 I I LL lll'� V� ­ ��OR,IH _1 I- � * ""` � 'It : , Ir � ' A L" ' �': LQ SION CC /" 11 2. THE CONTRACTOR SHAU MAINTAIN IN FULL FORCE AND EFFECT UP TO THE �'LACE EROS �NkOi 8;ANKET �14 , "("', " "_-o,2_, , �1," , '' � I �TY ;"�"­ I TA b ,,`_ � � I �I , &11,1, I I, DATE' OF FINAL I W� � � I. . . I�, i I 11 ,�­ I _1­.1­_­ll­ I "I-11­_­.11ll_______­­­­­-, � 11 ,"'., I'll l­l...l­­.­�­, � I I ", ff',UIVALEINT FPER Mk%, rAe_'lLlRER*5 , I ,I, --A,­­llllll­l­­_­ , ' I � � �, , , ," I - '. 't_,'�,,, I "I'll �� """,,1�",� � �,�, I '' ­ , , �, � I : ,1�.11 ,� 1. WOR 1�� L � Sp E:C I F PC A�ill UN�':, 'Y" ll� "I �EXP. I , I ",,�_,�,,,�,,,,": I 11 1�1,1' KER'S COMPENSATION INSURANCE ; F-I\ , _� I- �_11^1 - "'. , I 1-1 1, I I ' A-nONS INSURANCE I --!.-, 'I'll I-, -1", ,� f, I I�'�' I z -)E_iUk_',`l-', AND (_""ONIPLETED OPER �,"E E STAP�..'-7 1',;,,-;iu!',4 DEI Aii-( , 11 <:11-1 , , I — I "'A I I�, ' ' 1_-)� i� , 1� , I" I ,--,, - . I ,q 11, � ;e, �01'. , I I i 1� 11 � I .__­� _ ,�,,,, , . �l ,-?,-- I ,,___­­",I,I,,, 11 ''� I I 11 _ ,T­� ", ,�, r,��l�,�P,,_ '� ; " 11 I I I,'� ��,�ll ) "I" I ,,, ,`�'ON,p!F­",�­­� E I'—I'"" -LIABILITY INSURANCE-- e 14 , ., -T-i T rr-i f'-1-r I �"",� - , �,4"��? " I 11 , " i-��F-iL N S�`Vt_ ' I---------- _�,- �. 1�< �l,I,­-, "',i -` /`­ I I I I ,� ,,,�,, ,,, � � I � ­ , - j _,Al�l 1,� I ,- , _V , - T 'r r" I ,"/��,`­­',-, �� i �v ��� � ', I ", ;',',,',',l,' , �� I I 1, : I -_', I ,�l j ,, �i "I �' I Q I �� I ll':�l -0- k,j ,� I ` , , � !"I" I � ,le,�,'2': I � , I.. � � 1J, L 1 � � I I / , , U T "%, -,j , " F-- , // ,,`,,,;, // 19 ,� , ___ � , � - �A ' ,� , F.] _j - _71RT - _'N-___` � I[ FIV " i AT I.... ..... _' "" `_')LEJ I L-i iv�,j I FF �' -1.,%,�� -1, , 1, %I �l I ,, " �,�I �_, - ­��,, ­ , �_­___ ­_,___________ , _,_._____________ ...... ______ ....1� --,--,-- __.___­--- ,�, 0�- ­?��l � .i � / ; , ,,, ,, , 11"'?4 " I - :� - I I ' � I � - 'TONALLY INSURED PARIIES ---I-----.---- I ,"I �­,� I " ,� ,� !" 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'1� _`iili I I �; 1 - - — - - - ov 11 __-1 , � - — --- -, - t � ,� 1" I __ r- - - 7 � � il� ""', I lk i , ________� 20' . 3' 1 ,� I . �i , 1� I, % , � 0 - . - 11 1� � 1,I I'll \�,, � ,,, ." , - - - � -I--- -_ --- -_ ___­ _ --- -_ __ -_ -_ �_ co S = 0.5% -_ -1 ,,� � �rllill � I I e . �, I 11� rl� 56 L.F. - 36" HDPE STORM DRAIN \ iy' ,�, _ � , I I I I F -1 ' I �,-,, ; " - "', I., � 11 I ____� __:�, V; ,% � 1, � / _j _­___ (n r_ ____. N � "9.)i- " � v A,RkE N-T ZD I �i 0 ___ - ___ - - - __ - __ -1 .__ ----- - I � 0 1� 1. , � � r1r) I '1\ �14 . I CP'S 1, .1 I ". C3 \ IN -11 ID N�Np,G���, to 11.I 1�1_ "',� .,� 11 1, I ,"I ,I, (o 00 _ ni I I I ­ I .701 I �1, - - I pp,k\/ �, I I I : FLARED END SECTION 1, I ­­ ­­ I - 1 I I \\ i v - ll." ---- I f. I I I ." 82 0 v - - I - - I I 11 I - � . I I I I 1 82 1 -1 .1 I— ­ -82 ''.. ­ .1. ''I ... .1 ­ .1 -1 11 .11.11 11 _. .1 I - - I'll 11 I 11 11 . 111 ,82 1 1 1 .1 I I 11�i I- CA V-i!io , �( , , FLARED END SECTION 25 LB. ROCK - -1 ­ L 0 T I 11", Az ­ � I 11 lc� li ,I 22 L.F. � , I - I I -i:::; __�,--t 1 -7- � .., � I - A �i" ____ 25 LB. ROCK , I 114--", " 11 (-A - I I", It I 1 6" MIN. DIA, I - I..,1.-1 I � . .,� ', , -_� 7 " �.,. 18" HDPE ,.D. - 6" MIN. DIA. -1 ..."_ I � -11-1111, I \ I I 10 - � 1. ,.", I - ... -11- 91 .5 0 F.F. \ � I,. -------- l � O�� 1, .1 ,�\ -, 'I 11.". I 1�11 _�,-, ., I - I ' � 1, "I � , , ,_� S = 0.5% - 13' 1 . I I\,-' l � I _�., - I I I I " I . , I '� �-__________ I � 1, . I , \ " a __ 145 L.F. - 18" HDPE STORM DRAIN -- S = ()_57. � I " . 86.0 11 ''! I 1,11 I ,.� I I , , Li ------ . FUTURE HOUSE I 11 \ � FZ "% :t (0" ." 1, 11 � , ­_­� I ,�; ,1, - - - _j � ,� . , � � 11, I 11 " . I \ I I I j 1'� l '_ I r I �, 1�", I,0��'1_4 : ta I � I , � I 11 "I " � . . I � I �� � I I , I � I I,� 1-1 " 0 - , I , � , I i =1 � " I ---A .,� -04 . 1 l � 1 .11 I -11 . ­ - - �.. . . I -1 . � � I I 11 I � � I . . I - ''I I'll I I 11 111. . 1. 11 - I I . .1. �_ I . ��, I .."1-1 ''I 11111-1 I I ... 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FILL CELLS WITH "'", �- ` , 11 - ;_ "- . � I " , 11 'I _­. �, - ...-.1-1 ­­,", - - l,,'1�7�,��,,, 1, l 1/_1 _�__� _; I—., _­­ "".. ­- ­ __1_.11_-_- 11 1. 8365 flvv .-I'� 11 '_ 88 "I"% - V I __1 ,% I\q----__ " 3/ '_`TO--21­_.ROCK AND COMPACT. BACKFILL VOIDS MTH N,,T.S. Y ", I ,,� \\ V11\ 0 \ \' ---" '\,j3 : ____ __ ,36 f l.� ': n �­_%__�____�, ,,`�� .- . / 11" li (_. \ 11 \ 1%\ . I 1. 1. - - MN�I ­ . I :­,�, "­-, p 1��,.�� �, ml-,"', � 1, I" \ A I" SEED. PLACE ANCHORS AND CONNECT ",-"� -, ­ -__ Kl I ;�� -, I - ..� til,5� - -�', I � , ,,�­' � ' I I � "\ 1� � I 1, ,11A!_1 I . __________" - - ...� ""� . 11 \ I - SECTIONS. SEE NOTES AND DETAILS, SHEET 8. , . I � � ll 1, _, � 11 0 :�','�, . 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(VA ) 11.1 i l, � : �_ . \ � RIES) I "I lltz' / ' ­ I I � � 11 " � ,�' .11 I.. 11 11 I 'i� �111, 'I ­'"' I -.11\. 4��`_ . , q 11 I � I , -1 I- ,"-- I Z� , "') 1,l 1� A 1i , 1, � ,Ir I ,, . ___ f,, ,� -, � I, '�-' 4 I I ,'I 'A " ? - "I ­______ I- I � , 1 25-1 1 1�,;,',':I '�' \11 , I I, � "I -�',11 S 11 .� ' I __1 - 11 I- __ � z I I � � I _', X - I .,I ;�,��,��­:��!�,, 11�� ',�� � I � _,� _,_ , I 'I ­ 1_4��, ,_11--__�-__ � Ill �, 1 , I I I _­_�� � . :, � � '� " ;�, �,-,�,".­,"", @ �---,, '' \1,� \ -< ,--, " I , I � , i I I I � " I r,�.� -1 �, �'� ��;,7,� 1, _4 1 � � ,. .- - - , I � WALL NOIL I ��_�11 I ­ I I I " I I 1� I . . � � _ , '$ \-,-' -- ---w-;-- , 11 t I ''.',4l, - ------. I t_-,,I�­_­,%-,�_ 1�:`, - � , `�, 11 7�_'_�'�"��_'­_��" 82,�"--�"�'�-""'��-�'4­ ' j" � INSTALL TREE PROTECT-ION � J 11 / I , � - � � I cz,�,\ . .� , 1�- � ,� " I � _ _ ,� I I - ",, � � ,,,,��, .�� . " ,�f/N , ' ' - � � y,, - , ,� ��, � �_ / �, �m /� � z. v ----_ , I ­� _ b:1 SLOPE . : \ _�,_, _-__1k__ \ I t, ,l _ I "e \ � , �- I,�__,� , . , , ,, 1 I.-�, ,t,�-, \ i I ON , \, ­ ­ ,_ � ��z�__ "/� , N-,;" %_�, ­ I ! _' 1, -/- ,,I I '-� -- - ' - ' ­ I � �,%;f5j� I . QLOCK- 5 : i,,_� I . I I I FEN ING AT DRIPLINE I I '��,,�,.i,. I ­_" '� I I t 1 Ift'. � t . �_� _7��"�,�Ii"'�­'_'L , d �",� ' * _�� I � - I 1, <,,, \-,--, --- -_ -_ I .1 I I 'I'I �_"`��_; .1_1�,:'�1-1 IN� � ,,"I " " 11", I I ,u - __ k A. , 1 � I .� I 11 I ____� I , I m A, 12'- � , / - -��,_,�� __1�11�1� �_,"" ,_ _11;1�1: \ I "I. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRA','DE 40. �,I , ' ,I - I - _���',i� I,- . � �� ­ -, , I � � 1i , , _., � I I � -�,,�� -_ \ I - ' -I I I , r - .,�­"� 11 , _____ 11 CONSTRUCTION , ­"I 1 :2, SPIL-ICES IN REINFORCEMENT SHALL BE LAPPED A MIN. Or' '50 6 �*___� : . � -_ -_ - - - f - --- - - - 4- 1 I",,_,," i_____________ , � I I �, ___� - ___­_ ___ ____ ,� ,\" � �.�, __i____i AR DIAMETERS, 82- � , '\ e� I I � -, , I - 11 ," 11�� I i I , 'PRIOR TO START OF � . ", ,� --,:11� I , � - -Z�� , - �_, , _-, , 11_ , 0 4 � , , / TOP OF BERM 83.00 / a -, i, , \ ____�1-,_,_,- - , , / I � I ,, N \ � , ______ � ­­­ __­_­____ _._________-____-.1 . 3 ETE SHALL BE CLASS B (5 SACK PER CUBIC YARDi", I � I I \' I � - -------------------­-1,___..� _­­__­­_.____­ - �I I __ "I I \ �\ \ I 1� \s I � I . CO N"'R­ I I I ! Z,,�, I � � * - `­' , I I 1, � I i,. I � 4 -M MUM AGGREGATE SIZE = 1". � 11 ', / I, 11 ' � I I 11 -74- \1 � 80 /-1 , ,�,_��"I' �1'1 " � I I . I , . AXI I I I I NVAPORA00000WO 11001:10l ,,,,�,, __1-11 '. i I I - I ", ���,�� 11 - lwt�_, -q I _L I I I It I I I I I I 'I' / / :'I,- " "'I 1\\* .41--_ i 81�____ -lo,---.,4 "'� TH GROUT. kp-I ��-:��,--- i I I I S 'I- 1, � ; 5. ALI_ "' . _LS SHALL. BE nu_ED N I 11 'I" - /" �,:,� I 1, I � � e-I I . I , -_ /_ �11 , ,[.,� i - I I :�,�� I __ "W_T�_ BLOCK MASONRY UNITS SHALL BE GRADE N I,1'_­'HT',ffd_GHT "'F� ''I I ,______1�_________. -11-11, . � . ,\ , � u � .? AL � -1 \ I I ' " I—- t �, k Fi,-t-'J-,,,,N " U I D F(I , flo r ­­_-p," I I _11\\�11' IET F,�'T I I I I � I I � I SLOPP IN � 41 \\, STi _�,_-j ' -; ' ,,,�L-� , I �, , ''I I � " Zi�,.�,."r)c)"E PRIVATE AAINAGE ,5,�r_� c,1' EASEMEEN I ;�',`-�,,, � 'AC',,N9 'S 1 6. r"'ON"I I � I 1______-- � I I I I � ____- ­ �,,, �- ­ ambo4vqRl ��_�_ // i � I " ­ I I __­_____1\1 I I I I,�.I 1, . � 4"w"Aw 4mowmmob 1 A_____ I Awasm"m .�.� � 4mmom 4rmwmb"ftww,w*o_,-,-��,-�" ,O� T1 - 'Mmmiltibmi!! " 1. 11 , I � . - / � 1,� ! I , I I % 11 i,�' L_�_l , . : I �'�—N. "73 7-T F3 A' /I �_ " � AGGRI-"'-4 TE UNITS IN ACCORDANCE MTN ASTM C90. I __t 2' MN. C K �4'1 T / 1� , :1`1 702.35' N, , ;,\ I ­I I I , � —\---I--- ",mmw� "W� '�� (2) 24" H�D�P.E. PiPEE%____/ 1191, \\1 \ 1� '\�3 � � I. . 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CONSTRUCT X- GUTITR STOP SIGN PER CITY PER ATAs.�E DATA SAN AE A[ OF ATAS. STD. 427 � . G_lJ_R_VE~ RADIUS LENGTH DELTA C7 ' CA -> Gij O� __. _ ; _ „ ® o �7 ti rj cn RELOCATE EX. POLE G--10 573.10 227.69 22`45 46 r� n b I w c� _ D 2�6 BEHIND_FACE f �- _C 1.1 _ 573.10 156.963 15°41 31 - y n t) Z __. _.. _;__ _ — ° , _ /, r, �, U OF A.C. DIKE 1 + CJ c C- 12 583.10 192_.82 18 45 13 oars c:> \ C) .A n> STA. 9+60.07 BCR I �,� STA.10+39.7$_ECR to ' 'q. „r _C-13 —30.00 44,25 84°3o 06 __� SHIEET NO, MICHAB (3 ON R CIV 4.5.98' _ 87°48'52" s �• 8 .85 TC 91.93 TG Q 4 cu C-15 589.10` 120.45' 11°42'55" �� _ _ __. �. __ RELOCATE EX. POLE C� c34® � 3y _„r-^ ,\•� _ 2$"' BEHIND FACE .-�"`" y.. OF A.C. DIKE rn ca Q LQ RELOCATE EX. POLE �.-'--''"� - - - -- -` - FL 19-39. 48 AG �~-n- c s �a 2 MIN. BEHIND S.W. -- :..`..... ::,: .................. �.- -Nye - _-i`_--- GREG --.. H _-' FL _...r.............. , © --- UKP ............ _., ..�..-.. ........ .................. �... ... , w :....... _ _- ca 8c PAVE SIDEWALK TO _- W A _-- --`" y. .__.. -----„ •. ..... �::�WA ::. : . ......... - JOIN EX. DRIVEWAY ..- p, ,�. .✓ �T (� {�, - L '. ............................. CONSTRUCT NEW PAVING �° wpl ,C,�2E ..... ............:.........:.:.: `".:.: ca :............... C/)' `-. _ TO CONFORM TO EXIST. CK '.'.:.:.:.".':::.':.'.'.'.. - ..:",'::.:.,....... o+a o �. �::..... -_ ...... .... DRIVEWAY -� cs� �� T_. _. N -.� s _ ............ CONSTRUCT A.C. FLOWLINE o ............. � c� t- �-•- ....::•.:•:••:.:::,I�--"'•:.•:::::.•.:•::::•:.rte• ....:::..... �---I _..,.,.•-�- _ -�,a .............................. STA. 7+41 14 LT ,:: - _ tNE _ "" --- - ``~ WNL ..�---.--. -•-•-�.�t�- : RO - . C :::::....... �- AND „�_ :.. JOIN A.C. FLOWLINE "-� 75.59 FL -�� _ - _- ----_ M . .. . ...... ...... .... . _ .......... , - -- e . 10+01.00 SAN ANSELMO RD= 14+7�a.4,3 ROSITA AVENUE 10* `'-�••.. � �� _ �' _�-�•„ EX. STOPSIGN cu � ' EX. SSMH -. d 87,90 EX. RIM R /' ! ! 76.97 EX, INV, �. RECORD R/W GL R/W RAW RECORD R/W / OFFER 0F_ .._,_._5� 25' 25' ._,._,. OFFER OF _5' __ �„_._._._ 25' 25' ,.- " "-�"� _..- •�`'��~,•-'� ,�w e ,,.. '"� � DEDICATION � DEDICATION S A AD CONSTRU D PER CITYCS'ID�41I8 E _� _..� ___ P�R CITY CSTDG DISE �� - .✓'" ''"�� 4 2 _ 16' _ _ n�' 4` 2, L 16' VARIES r.,� - 10'47, K6 � VAR 3%- v 3% `3n �c� H* �� I--SAWCUT 1' MIN. ��* � SAWCUT 1' MIN. 3.5 A.C. PAVING INTO EX. E.P. TO .3.5 A.C. PAVING INTO EX. E.P. TO *8" CLASS it AGG. BASE REVEAL COMPETENT *8" CLASS Il AGG. BASE REVEAL COMPETENT STRUCTURAL SECTION STRUCTURAL SECTION -.--'4" AGG. BASE WALKPATH -4" A��t�. BASE WALKPATI-i ' *STRUCTURAL SECTION TO BE DETERMINED BY "R" VALUE OF SOIL. SUBGFADE AND T.I. = 6.0 *STRUCTURAL SECTION TO BE DETERMINED BY "R" VALUE OF SOIL SUBGRADE AND T.I. = 6.0 ° �° T r"YP IC'AL IC A YP ---- X- SEC10N 1 inch mw 20 Feet �+* .isw<.r..ewn STA. 7+91.50 To STA. 9-x-60.07 N.T.S. STA. 10+39.78 TO STA. 11+57.00 N.T.S. uj 34.00 VC, 4 PVI STA = 11+17.00 PVI ELEV = X76,42 t� Ld O 0O 0 - O r�} ` m `-� _.. &' 3 - � + LJC Cly r "o � � U t!U ± Cri E � W .. + s TOP OF DIKE - _, . O Q c '< r 5•���" '�`" _ EXISTING FLOWLINE PROFILE ui r- -'` EXISTING PROFILE AT ��RO LIN w 4a C6 Y Q00 F— r CYC 4L LO w � d C9 _. ,...._„ 88p Cc Cy (P} E p cc U7 a o m ' + ��fa�'`----�' FLOWLINE X-••CUTTER U cGcc ? �'"'� ui la.J 4� (!} Q• ,.,,E s LL 0 0 to " c{3 (6 O +cit id 3 to c 0) co ()% 3`- so 96 ui O(SQ _ 0 X_�.. S E C .�_' O APPROACH 92 STA. 11 + 64 VER f : 1" = t NO. DATE DESCRIPTION' BY l E P l INNER S 72 S U V Y 0 R yy,,. yy ,� .ems_ x , a PL A N PROFILE , tea; 1 D TE j 4' 5 1111.1, 1 0 /05 ,� DW SY� A N ANISELMO RO AD P'R 0 F1 LE" 1 FJC/VAA DT 2111 lFD t, l` f # t GP 18 JF , 64 8+00 9+00 10-I--0 �1-� 00 12 I�00 �° 941218 -_ e 00 ...✓alFf f,�!L;`�`G;K.✓ � ,�<'5�` .��'7 °S?. f o [`,.�'i"L4� "S:Y�.tR'A.'�°a7�S6..x+.7.,Ast:.�.6.6?,4 Jam. � Y, G YIN° �Sas:7."'„C.S:' a .: "GYx,�.�a«.;:..v,a:.,.�tt,.m..�,C ^?.�."S�kCr.;,.,.�.,a,aN:yvs.- -' &&' -"�.;2:ati .....____.__..... ,....___ ..:.-_,. ..... .........._ e .....,. ...-.-.. -. .-.-.. _.-... „.,,., aa,...,.?..a„,,.,. .,..__.__-_-.... ,.,...,..."_,_.. .. ,„..._.. ..•....... ...... _.,.,_.,� ..,..,...�..,. -..-,—.___._._-..,..., - ....,,-... _ ..._._._.._ ._.»..,., ,..., .,..,...,. •.._.. -.,.-... ,. ,,,.. �..... ... ... ., ,..,..,., rr ,...,..c„a ...._,._.-.___ --._... .._, .,.•...„.,,.. .,. ..-_.._ ._...._..___,...,.____.__....,....",,..,,,.>.-._ .,;,...,...r...,.«...,..,.,...__ .,-- =.,,or„ax,zr,�a,FaF-- ----- ------------ -__.__., ___._...._ _.....,,._. ,.... ...:,.,..,.. - ,, yrs. s;;-r ..�.-.t. ..,._ ,„ .,.,F,-, _, .....,,...:..,.an asp.eaa�,x�.,a=•,.-.��.-...,...<.A.., Aa.,.t.... ------...._-.-.... _____..,................. ,,...,,.,...__._.,.... ...... ,.-- ..,,..-. ..:. ..,„..:..... -...:.............. .,,.®,.. =tea. ,. .s. .�,s<;;u,..c.a.:- x. .. ...,_ ._._.. ,..,, -.•. ,..�. �..,:,..,- ,w ..,.,..... «,x,�..�.;.,w.� �.w:.-.rn:r :s.�rea..a-.— '<` .a^are- SAN 'ANSELMO ROAD SEE SHEET No. 4 z ovj m� a w Z)0 INSTALL 6" CONCRETE 1 �z B D CROSS j I W# ! ( + ® GUTTER PER CITY OF `� w ¢ zATAS. STD. 421. (3 ; - I w u<CL c) 0 o wca m INSTALL 1" WATER t!� I �? O0 w i Q co •- Ly A.M.W.C. SERVICE PER A.M.W C I I -- o° STA. 12+53.75 D.I.--13' LT STA. 14+33.57 BCR <c + 5;+ W �; .fi�.> An.�.wz t .., � STANDARDS (TYP.) + © wQ r. 00 cac CONSTRUCT PER CITY OF V� 0- tn'` Q +t- o ° ± °- ATASCADERO STD. 502 p o _ --- , � A O p to �- �- INSTALL STREET MONUMENT ( ami 84.64 TC �, { �0 V) Zn r. < INSTALL DRIVEWAY APPROACH y PER CITY OF ATASCADERO , 79.70 INV. SUBDRAIN LZ w rp �- c- STD. 426 t '� "'. ...,_ ) 79.60 INV. OUT �. ® WITH A.C. DIKE PER CITY OF (TYPICAL) m �� 3 .fig 1 0 D ...... ,... ATASCADERO STD. 424(TYP.) r,.,.v,,, .. _ INSTALL SEE N " rn + • KE ` .�. _. _ .� ._. PER CITY OF A TAS. t ,.. ............. .� r-- STD. 418 (TYP.) .... co a ..........:1`_ , v. - . . .............. .......,. ....... ..................................... .................................. .. ...................., .....,..,..,...,..........,..,..,. ........................._......-...._..-.-.:,.._.. ..... .......... ....... .............................................................. .......... .. ............................................... -� ... �y .. •'- �'� V 'mow y„'•"wr ......... 1-C.. .................... ......................................... ... .................................. _._.,_..,,.. .,.. .,.... � "• .: ./pyo '`+,..�� 1 -w , ............. it �r 6 6 8 -..._�._. 6Av I�^. 6 t 5 M 54.6 1 27 E 153.11 � ��+�>�� � ....... ........ ........................................................................ ....,.,,............. ,.,....,,... w oo a -�--�-.• �"--- _ _ _ �_ _.___ I NS CL. P.V.C. C--9C)O, CLASS 150 WA " -- --- s» "TER AIN .�� , . ,,� 10 cC) -- --. ____ w w„ w cn N53.40 30 W - -- 4„ PVC S TERAL _ :,. e s s O ,-Y 0 W s s s s � 41 4 ' -- _ $ N 5 41 W :•mow:: S i 7 : : .................... .................. ............ __---------__. s 35 D-3034_ _ -- - - . :. ............ ............. .. --- .. ...... INSTALL P. i N R :.............:.:'::.::.:::::::....... - �. S W M $ A---�''" -- ___ 5 .� --- - ::: :::........... .. ............ .:::: j .............. .......... --=� F- IRtQ _a STA. 12+x .75 D.I.--13' RT �, F- 18 �' SEE SHEET 3 co m `� INSTALL 4 PVC SEWER STA. 11+55.00 SSMH-�-6 RT ca Q -- .. O �'�, + cr ® CONSTRUCT ERPITY F z eo w LATERAL PER CITY OF PCr + ca O.- CONSTRUCT PER CITY ® rr ATASCADERO TD 502 --,. E� SI ;$ ATAS. STD. 603(TYP.) OF ATASCADERO STD. 606 co S.S. CURVE DATA G .,,`�, OR PUBLIC u� - 84.64 TC m f c T Ap f '- �f r -►,�`_ ¢ 82.20 INV. IN ~ 79.50 INV. IN * " l�lO q b STORM DRAIN -,. ..- � vcn � � v7 � � � b - 115449v p� N a, V) v7 cn 82.10 INV. OUT 79.40 INV. OUT R + -, 'lN EASEMENT STREET NAME AND Q �- a> ' 506.00 + - -� S `' r� a O �' vZ � 1 r w L = 105.21' ' EST C� STOP SIGN PER CITY O �-'� # w = ndy' OF ATAS, STD. 427 o cn / + Z)V)z O RECORD < > ;v ® cam�- c? R/fit CL R <t ..� � �•.._�., .: z ® �, ixa + S.D. CURVE DATA y a O w r"i + >• _ __ 25' _ 25' ___ ____ w " CONNECT TO' XISTING SSMH ®� 0 � PROVIDE 6 SAND SEPARATION- � � A = 16 34 46 `�.� \ R-- ,�, = ' IN ACCORDAN NTH SECTIONEn MIN., EXTEND SEWER LATERAL O� R �- 500.00 6.1.0 I OF THE TY OF ATASCADERO - _: :• 1 � � 10 BEYOND STORM DRAIN L •== 144.6$ '`�„4 STANDARD SPEC6 ATtONS. � � : �,, � ;✓ STA. 13+83.58 EC f CONSTRUCT DROP E-�IN 7? , 13 _ 5 , 18 HDPE S.D.-- x.52 RT PER CITY STD. 607 ;� ` �.:.:•�.:.�..:::.,:;'.,., � , . � 2% A -4ELMf\ A " IN"u" SITA AVE"NUE N ANE5 1-tu Ali `A CURVE RADIUS_ LENGTH DELTA 5 SEE SHEET o. C_-1 _80_0.00' _ 96.74' M_ 06`55'43" 13•,, C-2 �4 500._00' 204,57' 23"2633" „ 9 -- --- ,9 2 1/2 A.G. PAVING C._� ._...�._513.00 191.05 21 20 15 � '� •._._.,_______ ,� C--4 . •- `781.00' 95.17' 06'55'43" v 7 CLASS Id AGG.BASE - ._ 105.00' _ 58.47' 31`54'20,! C-�-634.00' 144.68' 243°48'40" STRUCTURAL SECTION TO BE DETERMINED BY "R" VALUE OF SOIL SUBGRADE AND T.I. = 4.5 C -7 105.00' 58.47' 31`54'20" Q 20 40 80 C-:8 _ _ 813.00' 98.31' _ 06'5543" .C-�9 �� -..., 487.00' 178.94'__ __ 21'03'09" R O'S"'I T A A'rvTE'"N"rur E X- S E C"T 10 N 1, inch 20 Feet N.T.S. z 10+00 11+00 12+00 13+00 14+00 34. � ('gyp} , c�c PVI STA = 15+80.15 i PVI ELEV = 89,91 O _ I 44.25' os ° La 3 p _. ___r� _ _ 50.4_ - 00 � CO � � cz� o � 250.'00' VC 3' VC o w � m � qcr) PVI STA 12+85.00 PVI STA _ 14+35.22 D ow 0 ri ~ o C5 m �- i PVI ELEV = 82.06 PVI ELEV = 89.57 c o m 0 _ C3 c o ,. < I > t.t w ' w -3 co s a w --_ + +cc VI of d ¢ O O w 0 CO 0-1 LOW PT. .STA == 12+53.75 HIGH PT. STA = 14+43.62 � � � � + C) 0 < + 0 ,a � �r c °� z - *- "` It ►- �-' �, © LOW PT ELEV - 84.40 NIGI"I PT. ELEV 89.15 �- c° F- 00 °� , II w� 0 V7 to+ LO LO 0 ,. ,,,,...rte - , CO cn �� teaco co 00 cr, ,- w ' t ,... S N `- - - .2g w O w 0 -- 'I Q z �., ,n > S`"5_00 ° - 50' > 4• S 0) I- z PROPOSED CIS. PROFILE 1" S - --3 Qp� __ > EXISTING GRADE AT CENTERLINE - t F�y �"�+r.,",,, •.,'�„`4 ms_µ `.� rar.rr,`.W,"MM''" V SEWER: T� �r� � --- _ WEST ___.�. .. PROFILE S " 2 0 tN. 115 L.F. 155''L.F. - 8" DUCTILE IRON SAN. SEWER '� 150 CATER MAIN _ 8 PVC SAN. SEWER (SDR 35 p~ �"` -- _ _ _� „ C90O CLASS _`"�" "-.~ ~ 6 PVC ,.��� S - 1.48 % 3034} --- .:.,.. r..� mawlummu 160 L.F• 8" PVC SAN, SE RR 35 D-3034 0 � o w z O s411co 00 C0000 D=l 44.68 C6rwz�ITA AVENuh Prwl"ILE 54.26' 36.18' VC 54.26' PVI ELEV @ D/2 w 92,14 HORZ : 1" = 20' 45.9.8' VE 199 - C14 wJ 58.47 m ,� � Q �, 0 58.47 m �6 _ cis __ ,..._ ..,._. 72 C5 �? C7 - w -' Nt-00 (0 � a' ' CN 00 LO z o ° w a Q_ � 04 t- "' o `r' CL 7 a`° o �- � 0 V) w REV-- IP. V /R SITA o' - a' r 10 `O � O. DATE EKES in ea _ n _ _ , c" DESCRIPTION B ' rr.4C _ .a Nt� ? I' NNR 2 + ,�-- + 2 92 w 92 ro ' _ 2.7 5� �� �` -`�,"" _--_' = 2 `� `- spy' ' _ __ U R V E Y 0 R 2 57 S2.577; ��x� ROSITA AVENUE PLAN & PROFILE d ------------- DAA 88 88 88 m..... .. ---- �._ _ ___ - ._ : TLE E EAST CURB RETURN PROF TY OF A TA c!CA DERO 09/08/95 _ _ _ _ D-SICNED m._._ JF -4 00 14.00 12+00 3 0a14+00 _--. 9 � �21 SL,j 1- a '5 e h SEP y pqQ ... _-_..,..r-.a ara e..m, .. .. .., „� _. ....... _.._...,. _., .rF x...c . n,�.. _ ------- ---------- .d.s..^. _.._. .. ... - 1 � w 71 LhuhND � � � � I _ { 73 z z uj uj WATERLINE w -� ) (n I SAN. SEWER s —_ w uiSTORM DRAIN EX. WATERLINE ---�— EX. SAN. SEWER 0 � EX. STORM DRAIN GAS MAIN C EX. GAS MAIN I RI EX. S.S. MANHOLE 7/ ; S.S. MANHOLE s. S.S. LATERAL S ExiSTINc., POLE T+� ----�° ! I --_ BE RELOCATED � �Q WATER SERVICE �! 1 F WATER VALVE FIRE HYDRANT EX. FIRE HYDRANT STREET LIGHT ��, GAS LATERAL UTILITY TRENCH P,Pn2CTV \ UTILITY SERVICEv PG&E DCX �w_��1 { EXISTING PG&E BOX PGCE ELECTROLIER L III Oil,t PAC BELL PEDESTAL x a 110 9 ; JpL �rT LUT 3 1\1 ER b 9 R O ry, u ,.., ° ------ °°�--^--....^-.►.-.........,..w �°R "'"'"' 6» �} '"' " W fin h— sG G G G — �a 5 r��. '---...._,,,_,,.,�._�----�..'^,-• ppj)I f"v \\\\ R..•y, R", P try ry `o»: 4 er ` �� C� EXISTING P"VL s BE RELOCA" \ t n ��Ta Y a t-\T a )T ' EXISTING POLE TO � � 0 / BE RELOCATED { n 3,1.] lq- z V) < -t Li ui 0) :2 1 1 �~ Li ,a 1�3 1 ', 0) CL 00 % Lo Cr V . LJ x GL- Ld { / c Ila i k $ate x 6' t ➢ 4 !y 1 v s' 0 _-- 30 �'C3 120 1 inch - 30 Feet �w N IMI I y A- p R 0 v i C C --"A Q DATE DESCRIPTION B _ r s' ) r" Vd I" l r $!Y �°i �'. ' . LJJ"IJI AJE4.1 i� Al, annm U V F `� 2 I `l-'�-9, ' .S?'Cir' M .° IAI '�Y'ISIOJ a7 r ;,E"""tM DAT ELECTRIC M O. � s i a M ez I'FS N COMPOSITE UTILITY PLAN TRACT 2111 07/10/95 All 4-1�, . 04, >. �w �A s F w ` s° w •�' r� 1JF ;„.�^'��.,IF�.�S<I�l�;`�. L2�*. ��, �v'If”s•�N`� � ,.�r�a E- t� " ��•°�� �., l pr mom'+ s' Ar �. 941218 u' 71 b — SHE d " ! 7,0 FALCONy l t !I,!<-IIJ^,�- _ F. r�I GN RCE 1 G � 9 � t ramammmoma -,.s... a-aa�-