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HomeMy WebLinkAboutTract Map 36295 Borrow Site - . . . __- I- . I . � � . . � I - - . - Elmo= . . GRADING NOTES: � .. GENERAL NOTES (CONT'D.): I * . . � . . . BORROW PLAN FOR - I LEGEND: 'STANDARD SYMBOL . . 1. STANDARDS. ALL CONSTRUCTION AND GRADING RELATED ACTIVITIES (I.E., STOCKPILING, LAND 5. WORKING HOURS. CITY ORDINANCE NO. 94-25 STATES THAT NO PERSON SHALL . . ' * ­ CLEARING, EROSION & SEDIMENT CONTROL, ETC.) SHALL BE PERFORMED IN. ACCORDANCE WITH . ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY, WHEN THE CONSTRUCTION SITE IS . RWISE SHOWN) ........... y . , y CHAPTER 18 OF THE CITY OF TEMECULA MUNICIPAL CODE, THE ENGINEERING AND . WITHIN ONE-QUARTER OF A MILE OF AN OCCUPIED RESIDENCE . - UAL, ALL APPLICABLE STANDARDS, THE LATEST EDITION OF THE CALIFORNIA CT MAP 36295 1, I "I'll � OF 6:30 PM AND 6:30 AM, MONDAY THROUGH FRIDAY AND SHALL ONLY ENGAGE IN ­ ­­�','�, , ,� ",,""I'll 11 - ," "' " , _ � ,I I— ", , , -, , ,"", "', i� " ' ' " , I , "' "I 11 I , ,_ "' ' "" ", I ''�, I ,, , ��­,,,�'�,,, ��"" '_ I 11 BUILDING CODE (APPENDIX J) AND, IF APPLICABLE, THE STATE WATER RESOURCES CONTROL OR CONDUCT CONSTRUCTION ACTUITY BETWEEN THE HOURS OF 7:00 AM AND 6:30 . . . ERWISE SHOWN) .......... _­��, i"',"',", ,��'ll""I'��""I"""""",",,"I'',"",�"",""",",�,,,',,,,�', ,�,� . BOARD (SWRCB) NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL NSTRUCTION ACTIVITY SHALL BE UNDERTAKEN ON SUNDAY - � � � I I I . � I I I . . ___ __ . 7 ­ � . I I, .I I � I I - - I- I- ­�-- . .___:�__ -- I �. - . - - 11_11-, '.1 - ­1 . 11 .- . .*,�__ , � .- .. . . ,I— �-- -_- - - - .. ­� . �- , EXISTING CONTOUR ...................................................................... ­ ­ ­ ___­_ '1� - I , I -. . . � - ­ . �-.--��,_,,'�,I I I . . - ­ ­ ­ , , ; _. �_ ,[11 _11 - 1. 11 1. � �, I - .� � � � -_ I--I - - - - 4 I .. . - ­ I I- -,_: 1.";,- . PERMIT FOR CONSTRUCTION ACTIVITIES. AND NATIONALLY RECOGNIZED HOLIDAYS. ,- --- -1 . . 11 . -1 . 11 . 11 � �_ I"'. , �. .,I ,I, I- � 11 , .1 �­__ -,------ - - - - , 11 �. I I _ . _'., . _ ­ � - , , , "* . � � I � . -- -_ � 1. --,- -_ , I - .� I .- 11 I , ,1, - ­' . � � - -,- .I .., -_ ___­ � _. � . I I . ­ 11 I �_- --, � I ­ I I - -1.-_ I _­ ­­ 1 .­­ 1, ".� _-,- _ - - .. i - - I I I . � . I - I � - I -"-'-- ­__,:� -- -1-1 1 . -I--- I � . __ �:/�- I � - . 1-- _-.1 1��-_� A . �, - - I I - ___.... � � �- - ,"! -.- ­7�1__-11­ - '-_ � m- .. I . - - ­­­­� ", I I- I .. �, - - ._1 � - I -- ­ - �,­ __1 " _ ,_.." I -­ �.�� - ­ I � .i :�� I I . _ ­11 - ­- 1-1­1 -�----- �,�,_-"��11 --",:.-------- . � il %_ � . , __ ­­ . �:­ -- '- _ � , � .,I—.�I I -, �­ -�___ � - -- 7' -,-­_-__ ­ - __.­­1f­ I" �, � . - � I ­ �'.' - I ,� � � . . I - _­:, _ �..._ - __ , ­ , I.qd- PROPOSED CONTOUR .................................................................... -610--------- 2. PERMIT REQUIREMENTS. A GRADING PERMIT SHALL BE OBTAINED PRIOR TO COMMENCEMENT 6. REGULATORY AGENCY CLEARANCES. THE ISSUANCE OF A PERMIT BY THE CITY � __­�,,� , ­. , I I . 11 I :,- �'".. �. . . to $, ._:,-"-. ,- _ _I�­_- __� ­ __ �- __ � I I - - 1, ­ - : __-, - '' -, _��:�- _____ :- ---:-- , . , __­ . ­�, � ,� I -- - �' . - N 89'35'4 0 -, - - ­ - -_ . ---. _­_ _ . I _-­ -, � I _� I �- - ­ I "� � I ­­ W 7J8.J6 I -_ - .- .,- - -�� - -1. .C) ­1 I � � . I I�I - 9- - �_ - ., -­ -,- - , - OF ANY WORK ON THE SITE. ...__----­;,* , / , I ".-I" I, I� ­ �.�:,_/m �' -, '_ ,, I, -_ 11 � 11 I _. i.20 DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES - . �:---- , - - I I : .�_' '_.;..� " � -, _;;�4 , � -I . 7�' � - � 11 �. T .....�. I I --�---"- � �:,.� � --­ -,��9-�-- ­-7�-- Ul) - - ,� ;,� �_­'_-,�­-. I � - I,� �__ '91 1 � .- ­ -­��--9-. '- :-I -' I- ' ­ - ' � I - I , ,_- I - - + __ 67C - " I : � __ , 9 � - - , � , ­ - - , ­1 - � , � � " __ _­,___� . 1­ � I -��� -SUBDIWSION BOUNDARY . ­ _, __�__�_ ­_ _--_,�.�:,_-,.'I-. ­`:�,­ ­1 � � __ �-�;,--­­­_-1 ,----_ -- CO _ - ­ - I ,_ REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED SPECIES ACTS OR ,,-- _:­�'��;; , , 1. , I I . I , ,�,�­­9. - :,�,',�:,-_ ­,=- ,-�:-,--_,�---� - 1, - - -- , --:7!'7 _-.1, .. - I I ,�"� � I 1 9- -9 1 1 11 '. . � I ---I-.�-�I � .­9 "_�� -�� . ­ -�- -_�-_9-,_._�I--__11:­:,-1.--_I -� . SPOT ELEVATION ...................................................0.................0............ ,_.-��FL -. . . �I I ��I- I� .. I - - . . . . I - � .. . 9� �� :-- i - ,7,:- �t_,��,'-_-z��-:"-,..� _,-9-_,--.:--- - - - - ­­_­, , - - �,;, , �-,9 - �I -­ -_ ­ I- I ., � ,­- I - ",� '':, -I :�� ,��,,�-�- - -­ - -- _�� �-_-..-.:----,,-­-_ ,.CO . � . 3. NOTIFICATIONS. PUBLIC WORKS SHALL BE NOTIFIED VIA THE PUBLIC WORKS INSPECTION LINE WATER QUALITY REGULATIONS. THE APPROPRIATE CLEARANCES FROM THESE AGENCIES ___ :--"-��,� ,, I I �I I I I � � �I__� '� 19­11 I � I I,� " .��.�- 9 -:,I �__1 i9­ _"-� , . ,�� ____�._-1.- ,-, ,- - --,llr ,� I , � I � - � � � � I I , : ­ I ­ - I �, i, �'. 1'�,�',, I I � C14_� ­­ - ­_, , i � . - � I - -,;,:,,, - :, �1. �, � - _­ ­- __ "1. -I � -- , 19� - I - I "_ , I � I �, , � - .-,-,,_­ �:,-c1q,---1 ­ -__ I i , I I-am-' ­ I,�­ � - - , I wa,a==o'v==*-n===NWMN9=9m,uwlww*==*=*,=Nt,mmilma=o 'Po' -", -an== AT (951) 308-6395 AT LEAST 24 HOURS IN ADVANCE OF BEGINNING ANY SHALL BE OBTAINED PRIOR TO ANY SITE DISTURBANCE OR GRADING. �.__�,� ,­,�9. - . I ,_ '00-00!a*W*I"09 ­ , ­ I ­ ­ , ` I . . ­ - , _a -Iftsmi.-, KIM ==In � � � - � ., �, �,� ­­ ­­�__ I �� . .�_ , ''�' - �_- , "' �,I - I ., -, --�_ ­, " 't "?­ , �... -I . ,�, ,1­.`!::*:, -1--_ �_--___-�_:I-- -_- I I ­ 7__11 I���I �I I �-­',__::�_, .- __: � , - ,m , . - _ � , , " ­ - , . I � �: , , '- �-- :: -1--l"":-----,-.--- EXISTING SPOT ELEVATION ..........................0................................... - - ­ -,­ 9, ,I ­1 - , � ­ I - . I i'1­11, ­ ��::­��­ 9- - i_� , � ,�,1��",- , I _ �-1. ,. - 1,� ­ - I I ­ �. ­ .� '. , �" 1. � ­1­9 'I'I,�_., , , -,. ­1 ­ --9,:_ . -­­ _� 9. - � I I . , -1­ . � � I � I .., :-, 9 - " - I � , - , I ­ I ; I ­ I I :" "',!'_�'- I I I ­1 I", '1� , i I i- I -I ,I -. __ � ­ I .. - � 9- , 1i � I � I -,:-"-,.:* -'-.,-:-,:: . ,... -� ­�, , I, I- . .9 1 1,� . - " , , "__ - , ,, �I I � -­: � : I I i_� ,_� _ � .:-, - - , _�I - � - ,- � :, , I I I . � - I I ­ �-,.- � -,-­ � I � . � - I ,� . I ­ - -,I -, "", -.­ .- -�, ,- .�� - ­ '. I 1, I - - � : . , - I ­­I�.-,-;�I i,!�­_­�,��__-9 -'.-' .��---- CONSTRUCTION/GRADING OPERATIONS. - �­...... ­11- .1 'I - , . ­ - I ­ _­11 � �,'.'.�-,-,.,I I I-_� ': ", "-�� i,_- I � , - __ � _ - - . I - � � I 'll 2 *, - _I_­-9 11,1 . I . I I . 9 ­ 1:: � � _9 I .I I � ,I � ,- "� , - , ______ __ _- �.' -, � .­1 � 1. I I I., - I ­ , - I ­ � ­ - ­- I �,­'.:-,_­_-,. - , -, _ - , - - 9 1 . - - I., I'­ . � �, -,:,� � , - -9 - - 1­ ,� ' . ` 4 m, -_� � -11 11 � .­_ .. . ­- "- ­,;�' ­___ I , , - , I �: . 11 I_ . I I I . I ­__-.. .� - -,'�_� '. , � I , I,- .� , �'' �- . 11 -I -.�-� I ��_ I�,._-_ ,-,-, _i,,,_�*,-" -_i ,- - -, - , � . .� .1 - - � - I � - � -1 . . - __ - 7. CONSTRUCTION CHANGE. ANY CONSTRUCTION CHANGE MUST BE FIRST SUBMITTED �- I 111/ 1 � �" I'll I w ­ I .1. �I ��, I. .�. I 1 9 1 1 ­ � .. I I - � I I I � I, �,,�.-.­.%,"-11� -,- �' ­ ,­ -__: �.:, .. I -1- ­­ I � . � �. "I - . . � " . I I I .I I � I . - 9 � . - � --__1 I I , , , , , � " I-", -, -� .--� -, '._",! I '.. I� - ,'' i � � - '� ­ �' ,_ '' � , ,�-' ���,�-­_ .1 ,�--`-- - � --_ TO THE CITY AS A REDLINE REVISION FOR REVIEW AND APPROVAL PRIOR TO �-_�i�:�-��,�,,,'': I- � I , , I 1 9 I., :� , .., ,,-:-' I � , ": I 11 :1 � _,�:" ­ - - - � . , , I DAYLIGHT LINE ................................................................................. -------------------- I ��,�; , I :. - 19- � - : 9 , 1, 1_1 , I ­ �� � _1��._ I q� 4. SOILS. ALL CONSTRUCTION/GRADING ACTIVITIES SHALL BE DONE IN CONFORMANCE WITH - "_i-I �, -� �I I I -I ­ . _9,­I .." -- I�' I � .11 - I ,I- . : I - ,,, " I I � - - ,��'�-I,­­�i_,�:_:�7_`__ I ­­'11_1 1 � - , 1; 'I', 1i I . I­' 11��-I I I -1 " . �''I. I I . I ''I ­1 �, � � � ,� I I_�"" ��,"-�.- " __-�--.-- � , - ", , � I I I " I . 9 1 . .I 1, �­ - �',,." _��. ---- - I I -, , ! - I I - I - 11 - � I - I % � -, - I I 1--, :, � :-, - . I �_ I.-_' , , � � - , ::: .- , � � , 1, - I ­ - I I I , I _ I � � , � -.-,�. 11 - I I I I - I � � ­ I - 11 ­ � - - I . 1-1 I __ _�_ ­­' -, ­11 -1 � __ . 11 9 1 1 1 1 - . � , , , I,- , -9:,,� ,�,,`�,/,,_� "",_ - 11 9 � � I 1, . I � � RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY GEOTEK, INC. DATED MARC IMPLEMENTING THE CHANGE IN THE FIELD. REFER TO THE CITY's ENGINEERING AND . ",�"/",�, I - - -� I I �,. I 1 9 � .. ­ ': I � , I I - I 1. 11 - � ­�, i":j�7 , '�,,,-'�11,'�9__1,� . �,1_..�_ I I � I - 11 ,�,�1� , , , , �I , , �� 9 , I H � I �t , I I � - "­­��_��"I J�,_ .1 '. 11. I 11 " I ­ I :­ - _ _ " - ,�- . �', .o�, I,, - - -, - -- _ ''I I ., - I � :_"_,_:-­," . , 11, - I 1, I - 11 11 � I � I � , 11 � I I �" ,J­`�_ I ­ I � . _�� _ , , i- �_ - _1 * , 1- I , ­ - ­*_,_,� � I -I **,%, , _ ­ - , � � - I I I : , .�;: : , CN". .1.- ::_111111 -11 ­,'_�-,-, , - _� � ­ .. 24, 2004 SAID REPORTS SHALL BE CONSIDERED A PART OF THIS GRADING PLAN. UAL. i" ,��"�,:"",/ I - 9 1 -1- I I ��,� � *%� I, " ,",-1 - " __ �, �.' 'i I I I � � ­ I . I I* I I - "i�� - I � - SUBDIVISION BOUNDARY ....................................0.......................... ------- I I I. :�, � I 01 . �_' " - 11 I , _,,�� - - I . I I � I � - I - - , ­ ­­ . 47**. * , , I I - � ­ I I - 1 . ,,,- " ; �, I 1, ,%� I I - . , . , � 11 0000 -- I I . ­ ­ ::,;,� -�:,, ". I I . � . , , � I ­ - I I ­� . ,I I �1 -�, � I ", . %.-, I , - 11 �e_- , ­1 ­-1 ,���_ �­-11.�, , ., I I - "��"':�,,� t I .�-� , . I 11 � I, � , _­91� - . � 9 1��`** ; �� , -__ I � . � I I, 1_._4: , I " ­ ­ 11,11, 1 ,4 , 'I %%��;�, _,_,�/�', _. I . , -1- _,�:", _ , I , ,�:� � .,: �_,. � � � -1 , � , 11 ­!­- - '. I-1, .11 , � � - e,i,��___,;.. I I I— - - ­ ­ _�_ I , - ­­ �' � I I i � , _ 11 I 11 , 11 ­ �,�"-�:;, � --__.� __ I_, I I ,,, , ; , _i , � , �� __ . I , - ­�*" _,.�� " ��, .- . 11, _ i i " I ,_ e, 11 - .1 , I � . . _�.��, - ­ I I � I 11 " I : I : � � 8. PRE-CONSTRUCTION MEETING. A PRE-CONSTRUCTION MEETING SHALL BE , - ''.1 � I" - .11 --�.� 1*1; I 1, "I ____ I I I � _1 , G 5. QUT/FIL . ", elll � 11, .1 , V .. . . - - .�­ 1. � 11" . I.,_i._�__ I- I I __ _ , ,-, I � I � _ ,_ , -*--�,; � � - I 11 * 1, - - ., ­ � ;�_ -, __ jt� - - � ''I .. - , � �� , , _1 .- ... -, �,­_,-. -�,i C I ­­ - I : ..,q.i . , 77'��­��-- , I'— , �­_ :�i, � I 11�_ � - - I � _,­ -1 , I CUT/FILL LINE ...................................................0......................... �-, I- . .1 t I - I '. - , ­ _'.. ,1,1: ! �t: - � , ­_ '' I .- I - .- .. � , ., "I '' .� I - ' DAYS PRIOR TO THE START OF CONSTRUCTION. DURING i,,,,��5;''�'_ � ,�_a /, 1. �. �, , ,_ �_:'_,_;­. , ,�, I I , I i " , ", ____ I ' ' . � : . . I I - � . I 1 9:7 - ,I '. , . � _ ,� . I I % . ,�,-1. 1__ - - ��,� ,- , � ,;'' ; , 11 I - � .I ,� . � ­ i , - , , , I I a. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1, UNLESS OTHERWISE APPROVED BY THE KEY MAP �"',",�­'-, , I � I 11 � , , � - ".�1, - -- 1. ,.,� " ` , 11 ---F i, ��.... . 11 � . I 11 , . I I , � : `1_11- I` Z . I �, I I � I , , I _-,'' 11 .. . I , , , � , , 2-1- ,-,, ,',,--- 11 _: , ', _ . '' I : , - 1. �..., � , , , . CITY ENGINEER; AND SHALL COMPLY WITH THE RECOMMENDATIONS OF THE SOILS REPORT. FIL CONSTRUCTION, A DEPENDABLE AND RESPONSIVE CONTRACTOR'S REPRESENTATIVE " ­,-_� :", .,,---, ._ � � 1, � , � . I 1*�, , i,_��, ,, , I - I I ,i,� � - I - - I 11� 9 " . 1 9 � ., - , , , : .1 � ­ 1, I i � , , � , , 1, , I., ­ _ � ,, I 1 17. 1 . .��,.i -­1 I,,__ -� -,-----, - , , - 1­1.11 _­ i ., .'- - � I .1 I .. I q.� L 1 =120' 1 11, I I , . I _.-9 , �, ,. - , ; .1 11 "I I � -_ - I� � 14 .I :, � �� I . . ; ,�,,,,, -, , � , � to I I . � � I 11 I . _. !, , , , , , �,:, � 1. , - 1 9 . I . i ,,, , ".I - . . . I � I I - ­_:�,�- ., _*(,.�w*#. . : d.'.I 1.I I � I � _:�'_,,,,�J:i`� � � . � � I - __ I � I�, I �_� �� " 1�I , I . . � �, � � �_. : , �� : , ­ I, .�:�ji -,- 9. ­­_ q ; , I . . I . I ,_ � I I� �I I �-,I . " ,��, , _­,,.,� . I .� . " , , .,.- e ! I I I . � I I . , � , I � , " �,i�;,,' ..� "I', , � , � � �� , I � 1:', : . I � . IVE COMPACTION OUT TO THE FINISH SHALL BE AT THE JOB SITE AT ALL TIMES. I - I , � 1, "'I,"' ' I I : :, ,;.. .. --.. . I � v- I ,-:�,'_,­,,",,:��, CN . , � . " , ;;. , ' ' � ", ,7-v , � ! ?. 1� � �I I � - - , � I 1 ; � . I",g.� I I� .A_ I I , �1 , I - - 11--ft , I'', I I I I I I I I I I I *�**' I I I . I I p 19. , 1 I . �" - - ! �, �_J­ �/� j b I I - 'i I 1, '. ,I -_ � . I SURFACE. � . .­ �9111,111' 9'. 11 I I : � _V ---- ��::� ��Fl I 11 : ,.I . �1� I I I' ; ' I EXISTING SLOPE .......................................................................o...o-- ------ ------7---- .",� . , ­�''. '­ ., ­1 I � I � , . � 111'�'I, I . - �I 1". . � I � "I -, I I � ­ , 1 . ­:�� I' � , ; � '' - I I __111 I I I � . 9 � ! ,. ,­ , I I I I I , - , --- � � �., : 7 � I � ,1,, �,�,, 1,1, , : , , ""''",�2- -91 . ,�:l-, ,__ S :, , ,-� *� ,,____.�._.�4, � 11 �_ . y 9;-...1'..,.,4 - I - � ,�, _­ -i�--',,-,---,,-----,'-� I, � : � _9 , � - .�;: "I'll'' �,-,-... .� ! , . !, � I, I � i �, � -,,11 , � , I I � -- ­.�"__-,- 9 b. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 9. UTILITIES. APPROVAL OF THESE PLANS BY THE CITY DOES NOT CONSTITUTE A - ­�, -,- ",/, I ,�;�I,"i �,:,/ ',I _ _,,_... , I ! t � , � � , - , - -, ____iw . � - 1 � � , � .: _�� . s � I - - , �,�� , I I :" 'I, _� , �____ % . - -, , - � � � , - � ,�i_ I I',,I _I-' I __a_­ - I I I I 1. � I. , 1 ::,�r-11, I �. � � .- 9 , .I : . 1 9 1 1 - : ,, �- _­ , I , ­99 _-I .. .- � . �, 7 �1 ,*7�7��',.�,,���-. *1'. 11. .,1:_...­�I_ ,.---�, .� I � �1�_ �,:� =on==mi . 9 � I . , ��, ��, ,.� � . ­ I I I , � . :; , � � " I , -1 __,- ...-I.,_-I -,_____ "...,_,9�_.- , I- .. , ,-..., - , , . , ­ � , DS, DEBRIS, TOPSOIL, VEGETATION AND OTHER DELETERIOUS MATERIAL. REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION, NOR ___ -�/, ,��., I .�,I 1.11�I ­.:_." , I _. �,.,�*-.,'�--------.�-�,,--- ",�-� -- , �: N, :., , 9,, " -,* _- -` - � 1 i , "�i I-�9, ,�, "", r RETAINING WALL..... � - , _�,�:�, � � , I, _�:, , -,"' ' , , ��_ ��, �;';.,­:�',`:.� ,;',---'- --_-:,,--,­,,'.-,-,' .11 - , 1 -1 I I _ _ , - � I I ". 7,., -. I L 1­ -- 19- I . , - - �-,4 � , . � � I __ , 11, , , , � I I �,-,- .;" i 11 1-�'_ - -- -,,.�- ''�,-9�-, , .9 ­ � ,, ,� .�­�%:� -,-.. ,"� ,1. -,%,,%'1,i:,.,_', ,� I 0 , __­_,___ -, , , ,�' I I , --�­1,-I; %�,_�1,�,..I ;Ir .9.__1_'. ­ � __. .. I . . , . ,, I ��-_I I.--,.`�*.-_ .-�;,',_��� -,:,��,,�. ,. ,,�- ,, ;�, ­ _ ,� � �, r'�,,j i: � I I I ..:,-��..�,_.�_� . ..I � .F I _ - . - '' '' '. ------ , Z; I I . -. , -I"-. - - '. �- �.�� .. i � . I �___ ,�'.-7. ..­ �,��'�%,-,�";:_:�%­�`,:,__� ; -��1", 'i " v- I ,:__:1 , 1, . I . . - , I:. � _ � --.,�,.I-1-I_.,.'1�7�, ,� � " ;. ;,, ''., , !t , I I � 11 �.- --_­­-1-- ­ - , , - _. . .� � . . ,I , I IF THE SLOPE RATIO EXCEEDS 5:1 AND IS GREATER THAN FIVE FEET, THE TERRAIN MUST BE THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITIES WITHIN THE - -r' --,-..,-.-" � �� �: . I U - � � I I �-,�,.," ., , I � - - � 9 � � � ; ­,� � " , -__-," - -, � , " 1-1 � - __-1.-I - I - �.,�:* �, ..I . .1-9�� ,-�-�- ­_ 77 7�'­ ­7 `,-, ­­ __ -1 " .. - _� , ,,�� : 11 . I , � 1, � - 11 �. .�I I , � _ _ 7 I �,,- � ' ' " , - I� - ­ � I � L ?, ��,I I� � ,�7�.��:,��,_.I -I , -,".,.,. '- '' - , -1 --� -�I� __ -: . . i. , I I � , . " I ,-,_:--,- - 7-',-' '� , � "I 11 i I I 1:, - � . �,� � .- .. . � ­ " ­ I I,, , :-7- , ­ :�, " -. _1 __ � -,_­-"4, - I I .I � "., __­�..--,:_ ,-____ -, , _­- I . 11 -, I L I . . I - ., - � � ��--_- .9- 1 , ­_ � - - I -_ ., �- -, - _ 1. � _ �:� . ,- . I �- " , , i , 1,- SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY __- -�,:,. , 0) - � ."­­ I 1%,L .­ � I . -,( , - . �­1 _,�,,.',..�­` I ,- , � " '. - � - ..I �..___ ,%L 9 1 1 - � ,� -1�'. - %_­"-­�­,d,.4 . � � � _ � :� GEOTECHNICAL ENGINEER. . ­ � . . �� -_.. _ -, .�-,, , � ; . -_::( KEYED AND BENCHED INTO EITHER BEDROCK OR NATIVE SOIL, AS DIRECTED BY THE PROJECT LIMITS. ANY UTILITY DAMAGED DURING THE PERFORMANCE OF THE WORK I WING TYPE HEADWALL...................................................................... - , t1_� - - �. � � - . 9 .1 ­ 1 , . ­- , , 9 � "' - " � � I .�- I � 9 .I - . ,, "..". ., . � � - I Amm � � z:­_ - � It$- � :�:�,-I� �.. , ,I - � � " 11 - .1 . 11.�� .I �� __ �._._- �� � : - - - � _I_. , " ,� ::,_ , -,:,%. � , ,-i ; � ,, , �:..�, �, , :&_�,.",, �. C. STABILITY CALCULATIONS WITH A FACTOR OR, AT HIS EXPENSE. I �­, . ��.-�,�_ 11 . . ,_­ �P �, ,/1- .� I I .I . - I. __,�___ �� � ,_ I �_______ , .. ; � . 9 . . � 9 � ��,,-.%,.-I -I, �-,.,�-, �_,w_�­-- -I ,I �, , � ! - � -OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS ­__ I 05' ' : -, I � I 1. � I - I I I � ­ � 9 _ - � CURB OUTLET .......................CITY STD. NO. 301.....o.......................... _1 . , ­ � � 1.- 1 9 .. I ­ I � - ­1 9 -- -1. I" -, ,.-1. ..-- - ,---- -_ � ; -__ �:_:, 9 I .. - � ­ 1. �, ..k. - -1. I -�� " - _ �I I E--- � .- __ � - . , I �. , . -1 '' _ , ­ � . -1 . i 1 9 , .11 __ I _: �,�19,-:- ,­ ,'­'­`: � � 'I �- , -1. _% I �� 9.I �t __ .�._ - ", "I -%.�,.�.,, , � � -_:_*�. ,.�, I , ; I ____j . , � � I—: �� ­ , , .- * � . - I I , - � ,:��., I . 1� . � I , a I I I I � 1 9 - � ., . 11: - � � � , , ,. �I � I - _01 , ,� - I, -- - , , ,__ I I � � (1.5) SHALL BE SUBMITTED TO PUBLIC WORKS BY A REGISTERED CIVIL ENGINEER, SOILS ' . ­­ - Z I . � .� I I .m*1.**1_''� -, ­� ...,­..---. -�, 7 , , I n � �� I - ­__ I - . - - ---�, -,"­--- ­'...",- ­ . � R_ , . - � , - ,I - � - � I - � �, : ..I � I - I I �­ � I . I - � 9.� I - : � _ ._,::­"'.Z-1. 7:- I . - .- � . __-� , - N _ . - I , I , . I . . � . � .9 '._, ,,__--.,:-�, `--�,---'--- � - 10. SURVEY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE . . - �,� .I.-I 1� . � 19. . I -I:, : 11 : I, . . �- ­� -� I � ­:� , I* . � '.1 1,..1 4', ,,� .-,. � ::_, I'd- I ====A -I / I �� I , I :.�� 9: ''. I . � _:: - -- . I , -� I I � � . - ,.�� -11_ . .- _,; t � � � . , . . L . . . 11,�- .��. . 1 .1 _� � I - I ENGINEER OR GEOLOGIST FOR CUT AND FILL SLOPES OVER 30 FEET IN VERTICAL HEIGHT. . ' 9.1 . _.�, � 1:1 . � � I ___I ..I.: I � �i�l I I . ­ - - - I- I � -.1 5� _..� - -----� , , _. _ v- r - _ . I , . � - . I � , - - � . I I . - - I � ­ � I� __ _� ­. . . �_, �,,1 .. � , - , I , � RIPRAP PER CAL-TRANS D-40 ................o...0..................................... I I � . I- �k :", "I, ­ : I � � - .,,, �. -.-1--- I I d. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER OF RECORD AND TO INSTALL STREET CENTERLINE MONUMENTS, AS �,I kw .� , . � �:��� �,.. �,�i i;*� ::;.I � . . � I I � �1 I I,-,9 1�_. 1. -9- ,W ,�-�. I­ I I I " I � 9 1 . L I pl -1 I- 91 1 ­ : . 1. - .1 �: �� ,,i , � � I - -� ; I . - � I � 9 1. . �. - 11 ­� - , . _ . ... .- . - �. '' � - I 1. �­ ... _._ 'O'l � � ­ - 4 .- . . __ I : "' � . . �9 I.'. �� ,� '' - - . - - . I � I I � � 1.�� :�. _ . - � L - .., - - � . . 1. .. I - . , REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 491. CENTERLINE TIES SHALL BE I- -I ., .", ,(:� � - I . . -1 - � - ''i� ., .,� " .,- .1 � .I I I I � -9,.. , . ,- 1- 1 I '­ � I I --, - ­_ , . , . _� I . .19 - -. 1�7­'�� I. - . . 1.. ­ ,9 � 9 1 -,1� I,� ..- I 11 '1,1_--­_ � � � I� ,�'. il t:, . � � , ­1�,, ENGINEER, SOILS ENGINEER OR GEOLOGIST, WHO SHALL SUBMIT TWO SETS OF WRITTEN I - - , , � , , �' . - - , _� - �, , ,�___ --.-,---,: I - - - . _­-- - 'I.' �, I 1, I �_'-.- __ __ � 9�- ..I . -I., � .. . �, , . 9 I - � - - . � � I � I PROVIDED TO THE CITY ENGINEER, UPON COMPLETION OF THE PROJECT AND BEFORE - -!It) - I - .� ­�,_. I I � , � � � __ . I I -1 �...I ip I . ­ - I I ­_ . 9 . . I . - - . . -- CERTIFICATION -THAT ALL FILLS OVER ONE FOOT IN DEPTH HAVE BEEN PROPERLY PLACED. - __­ .,It) - � ­1 ,�._'� �. � , . . . ­ --A , . . . I I I 'i.- I- � ­_ I . - I ­1 -1 - �� ­ .9.,.-,1,1. � ,I I . ­; L- I I . ..- ---` 1�.,I ­�­­ I � I I - I '. - , A V 6__ , W� - 1:_.- ,1: - _� , � � . ,, I , - -­­_ _ - - - . I- � 11,� , - � - I , 9 , ,..'," I - .�.--- _: _: ,:" - 1,1,�.,�F, I 1 . ":,�.9- ­ . - . I I �.,- -,. , wi� I 11 I , __- -,. ��-__9-._.� .�,. 114� -z �9 - � . -- � I- � 1 1­9��1 11 . ,:, , I , __- . . I� ­ ,� - - . L- I - 1 .-9. � _.`­ � I . 11 , - . - I . - � , .-, - I GRAVELBAGS..........................................0......00.............................00....... =)=== ACCEPTANCE IS GRANTED. ALL EXISTING MONUMENTATION (DISTURBED OR DESTROYED '. � . . _'­ f 1�, ,_ . . I I " ! �.A , I - � I . I I � ., - . � I ��­ t ­ - -1-'- ---'�_`- - .­11 - � _� !�",i ­ I, I - � � ­ . - / ­ __ , __ I , '-d­ _. . .� ­ I I 11 � : , �:, " � - - - , I-, __ � - . - - - � i -,�,�:� I , I j.:,''. ,::-, , . � � �, 6; -.1 - -_ I � , - � I— . ,; � i . I 1 . .7�,::, - - - -_---- to -I- � _. - - 11 - - � i­ �i � � I I . , � ­ . ­ I : ­,�__ -::, __ , - ­ - I � - - I � , 1. . " .�, �.%.,, �­ I __- - I , I I . I� ."7!�, � � - - - - � I I I .�:. � I I .! , �. � ­ _ �, -, - ­ v- . -_ I I . � � I �� I I � � % , -1- , �_ ­ 6. DRAINAGE. DURING CONSTRUCTION) SHALL BE REPLACED TO CITY STANDARDS IN ACCORDANCE __ -­ C5, jF-. I" I � - I " I -, � . I I . ,1, . . �,� - - , , - , .. � � .. 1 ­ . � - . � ! � '.. , .- �� . ­ - _- �� _ .- - , , -__ ­ 11 . - 1, 1. ­ � . � ,.1 1 9,� �� : , ... -- I- ,�i. _ _­­ - 04 - I I -1 __ I -�­ , - I 1, i". ",,� ,,,,,Ili -, - . 11 - �. - . . - ,,�i ,�: �9�. ____ . I I � " I I . � --- , � � I 1______._.__­I 'I--1,- � ­- -1 I on 1m,=t.1Wm �nm no, =a an-ml .am,==No I=Emil=N==all",I - , - �Rmi':l go� HYDROSEEDING....................................................................................0 1,"� "I','" ', 1­ 1111 ' 'I I � % - _ . , 1: .. .- __�- --- ="- . I �. - ­ :­1 � I� ,I .- I-. I..,�- , .-'-".- - - -�1%, , I I "' _d. ,­__'_'_ --".-i_-9"., ,, I . ��., , I- -,_.__1 _ , - 9 1 �t.� ,".­ I I - � -� � �.- - -ftt-= ­1 ­ -,- 0. AS APPLICABLE, PROVIDE CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM FLOWS WITH THE LAND SURVEYORS ACT AND THE STREETS AND HIGHWAY CODE, AND AS I __ _._i­:_ 1 .1 - � I ­ :�4=-= ­_ I.. ,�%­­q,-��,� .9'. ,.�, - I , , "�� � I � #�-".- imft 99 zmjL=z===mi . __-1.��9- . .,0 , .� � I � I- I , - ­_­ - -I '., - , -,9 � . � �i . � - .:9,�, .-,- �,/.'_-�-',�­-­ _ . . � �, � . . - .� � �� 9 1 ,:."'.11, 1, � ,, - I _. - . , � . - ­ 9 , . �_.-� 1., I I � 1 _ . . . ''i I .. I _- 11 - I � � , , , , -, - _ I ': 1 9 . I �. � 1 9� �� _ � . 9 - � � I � %. -11� I -- - I :: � _ I 'I, �I I � . I 1 9 9 1�..I I�,, . , .._. ­: -��., I ;1 - . . � ._�j .I I - -- 11 - � - - I I APPROVED BY THE CITY ENGINEER. UPON REQUEST, SURVEY CUTS SHEETS SHALL BE ..,___: i I ,�`_ -,1,0 I i - __ 11 � - � .� 1-1 ­ ­­_ '' , . ,._ �� , ,/": ­ I 1: �. . .i:__ " - � -1 _ I - - � �, � � 9 �. - 9. . I : � ,� _, ..�� -, , w I I -1 . � . 11 9� I I, . _ , . - . I - . - :� , , - - �_---�i-"---: I __ _ Is . I �: .�i�-, ,�'', - ,- ­ , .:�,,, ": I � �,"."...�,"- . - I � ,� i: .� . I - z , ,0,%%, _`- I I : ,.-,-- � . "1.-, ,�_, ,_..� I - -�_ .� I -. I I - _ . � I . . I i . I-�­1 � -1 - _­ I i � `_ I .�. i ".. . I - .-9. � - I . I. . ,�: .:�: i;. . �-��,._.,�"_.,._ �I .1 - - VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS, TO DIRECT SURFACE RUNOFF PROVIDED TO THE CITY ENGINEER. - "l-T 1­9. -.1 .'. -1--- - - �I..,- - -. . , � -".1.a.., 1_-. I � . .1 9 ­_::�.'",.�,- ----�' �:,'_. ---,.."J j. SILT FENCE.................................................... � � � -�-1�­�I : 9 -.-- I"I I . ­ . �- �. I - I I.. 9 1�*. -� , � 1 9 1. I , �- I I � , . i : : ". . . --- , ­-I , _­ '_ ' ' ,'_� - � . I �I�� . - �,- 'i 9 ,9 , - � . . -_�-.%;:,.--"!­ �,�.._ - - __ ' � , . . I I� �-- . .- . . .,- . ,�­1. . . I I I - I.�, �,,-''- '. - _f, - .'' ,._,,, � � - -.' '-�., - - - � . � ���, � � - , - . , - . .. � . , I , I - . � - � ��� , :�_,�� ,�"­4. , - , -� ,i � I . . -.11'' I- � - . ,� 9 1 1'�I-� I :� ��i. ���. . ��­,_:­�_.".' , .I-�,� - -_ �- -,�,,", �'�;::,,�,�,%," ,-- , I 11.� , -.�� I - �- . .. -, .. *:,.,1�: -19�- . ­ I ­_ -, -�, - , ., 2 -_ � -1� : . , OPES. ALL DRAINAGE DEVICES SHALL BE CONSTRUCTED PER THE . I "- I, ­t 1 . .,..- . .I ,- - � - � � � �,��:.,��,i- - ,. 9--.-- 9 � � , - . .: L�,.- . I ­ :­�. �,�,, - .--. � � ­; '!, 11- , r i, �. : . , -1 9 1 1 w -, , - _,�, �(ii,'_,­i-1;%�%��� .- . - - - '. L I ,%, . , . � I . I � -, -� - ­­-�!� ­ , . I - �- . . - , ;a 1. i.��.� - I 1. , _ .� - L- - - - . � . , ., � I 1­1 I , I � . - . � � ;'...I 4 I I I i. - ­ ��__ , . --.- .� ­ � I il, - '. - � 9 1 11 ­ � .. . ` 9 9, � . .­ - ­ , I .- .- 9,- I. ;;i, �0 . - � � �I � I I 1 9 � I : ; � � I I 1 9;,.��. 9 . "I I I­-_-�'­,- � ...*, ":1,,'_-­ , . ��.... - - - APPROVED PLANS. 11. DUST CONTROL. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS 9 9-1 - 1�_ I I .1 - 1� .,,,i�.,. � i � . - '. , __ . __ _�, � ��, .. �0 . FIBER ROLLS..................0....................................o...0............................ - - I- __ � � � ­ I ­ . 1 � . I . 1- 1 �: ::�,- I . - I I,_:�_­- . I ­. I '.. "t . �, i- � � , - . -, - � I . I - . .,I -i I 1. � -9 , , I �. ,-::�_ I . `­`�'I� � ..� __ ,�,,.1 : �'..It-- - b I �" -, �.. __9�il� il--� I I F . . . .,.,:1�.:,, . '' - - ­ -I � - I .9 -I .:"; /. - - .I - -� �­�. -__ __9­ _,�,11 I.;: ", -1. ;F--- � ­6::, - - �, .9 - - - I I I - 9 , �, � 9 19 . - I .--. � :_L - " , , �I i -.i - EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMES. NO CITY ENGINEER AND SHALL COMPLY WITH SOUTH COAST AIR 11, I - � - I � ­9 . I . - ­ . ­ . � '., , ��,, - I I � ,,,- 11 �_i �I _ � ,� -, - , . . - - 1. . I -_ 'i , -_.- ­­�­1� I.. I --- 9 ��,", �,11 � r- I, .�'_., -_. �9 I- I �.. : 1. . 1.,� t, . �_ ­ . . 4 I . '. I I �� ­�� �. .-- --.,-�� , - __ ­ I 9 �-i i � , � -, I ,- � I I . I - - . I ��� : _­­. I . - . -., __ _-- -I � � . __ 9 1 1 � - , __­ � - I I ._.��� .- . - I . I'.* , ., . � :,�_ --- - _ 9 :�i .3, � ;� . � I - . I . . I F - - --l- ` I I ­'. ., I � 1, -'' - . 9 . � 11 __ I . - , I. -- ,, . ___�­_ _1, 9 �­ . � �­ __1.I - -- , � - 1. . � 9 _� � �.,�o, ., �q I :, -"', ,�-.----�!-., - . -I "- - ­_� -:, I�, . � � I—- ­_­ - :11-�- I � I . �.� I - . , . '' -­ , -, ­ - , - ,--- , � .� . ,7� - "-,,�'! - . OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. QUALITY MANAGEMENT DISTRICT'S (SCAQMD) RULE 403. � � ­ .1-.-__ , 9- - I % �.19 . . . I : I - I I - _�. _4� -­_ - .11 - � � , - � I . I-,,�­_I� � -'' .- _. . I� - .", �,I � � ­ - I - - . - � I . - . "I ';I_� ­ .... �. I - I I ��9 - 1 9 - . � I , � I . -, .__ , 9- - J. Uj � �- - � � I I - . - �. I '.I � � I .- .-- -�I .. -�_ � � - -� _ 9 , . �,^1.-1 I ­ . L 9 . . - � � - I � . . t� � -- - � - - - �_. " � _,�': �. I I I � I - � - ., . - . . � _ ', - � '. ­­-­­,-------`--- -­ - I � , �- SOILS ENGINEER'S CERTIFICATE: , �­ -­­­-, -- ­ - I I I I - - 9 . , , � --�I 1._,.,,_,�_.-,,1�_- - I� , . . ,�. � "�- - � , I - I . .1. . � . I I .I ,� I_I!, � - .- , -, , _ 9 � . . -'' - . " '_,­ ­ 11 - , ,'� :, -­�,:_ ":t -__ -I � i 7 , - I�­­, -_ � - I � . % . � I . I . . . , -� - � C. GE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE �. I � I . ::";� ­ __­_9, , . I .. __. . ­ .i - I , ­ � -1---' - --. ., � - - - I � ,," I� / . .:,�q__ - I . � . , �� � � ­ - ­ I I � � .. �. ,,.- '. .,. � . -1 -,-. __ , - "" ­- . ­ � � . � - I _ - , 11 �___ . � I - � - I_1 , I I � - - . � - 11 �-, ­�______-__-- , I - .- _.9 . I-N�__- -,*I-, CK) . :­ _ 1, -, � . . ­ 1 9 � . - � , " , , , � ­1 ­ -- I11 � 91:1 . .'I � , 1.. a I I. . -_­ -I . � , .�I, , 9'� __,� -, " - � I I- - .__ � ", - �� � ., ���, - 9 . � � -1 . . �- 1 9 . �I . . . 11- � __­ ''I . � .. " I -,- - .. -",��-.-,�:: ______�1_ 1, - , , ,_��� -, �1. 140. -,. � . I-, � ,� - . � I . � - 9 � , INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND 12. CONSTRUCTION FENCING. A SIX FOOT CHAIN LINK FENCE IS REQUIRED ON ALL _1 - 11 � %I- I. "I . � 1i - . . - �I , - - I - � I �. . '.��'. -,"._�. - � - �, -, ,_ - . �9 _-_ ­1" I 1, I �' - I . �. � 9 1 . , I- . I - I I � . . 1 9 i� - - ­ �1� ,,.1:.L.._.., - � ,­� �� ,�11,. ,-. I .. , - ,�I I- - � . - . . - . : , "-1- '.- - 0 ,1� � � , N� - �� � - . I I � _�- . I __ I 11 :�,I . � /o_,i-,!`�, - � I .. .� _,�' - , I a I . .� _�,­ , ­1, __ ..1, � i­* : --, .- -. I ,_�," . I I-__ - .� . -, , . , .- _ _ . - I� --- -� . � __9 �--- __ �;I-_. _.'.--- - * I , ... -1 -- ­ � -- . '-,-::.��:,- -- , - �. � I � ,. , - - - ,--.W, ,., _9 __ .1 1­1 - .i-_�_Z1 I - � t , �� � .��, J_,� . 9 - - -_ �. �:�'. -__, , �., I I 14T:_ ,I:,-_ 9__� . ., - .- � � I 1-1 .- - 1, �� I . .,,1� � ; �,- ---____. - .- I ,, �-. -. __" � - 1� � � - �i " ;, - , � - - . - I 1, _!UMALSAUD, A REGISTERED CIVIL ENGINEER OF THE STATE OF CALIFORNIA3, ,� I I I .z I DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING INDUSTRIAL AND COMMERCIAL PROJECTS UNTIL ROOF SYSTEMS ARE COMPLETED OR I ­�. - . I F� �, 9 . .- - - .-- __1 - _ 9­_ - , . I - �- : , - I �- . . . -9 1­9 1 1 % . , . �I I - �� . - .1 . ... - ­ 1� . -- .. I � "N.- . I - I I , , . 1 -9 � � � I � � 9 . ,_­ I 11-1 I I .- -- , -04 CONSTRUCTION/GRADING OPERATIONS. RY BY THE CITY ENGINEER FOR PUBLIC SAFETY. THE - I ' ', � .�`. _C��I �, ­ : I- � 9- ­_1 I - I I - - -�. .1-,,­ . __ I.,�. ,�-. - - �_- - �­ Q),��: PRINICIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY I . . - . - � , � . I - -, -- -- . 1. .. - , � , ., - . - � .. .- , . 9 . �� 19 .9 -­_.- -._u�_- - - 9___ ------- --`��­.�- ­ - �-, ,- � I _�_ I ,I,,­ � 9 1 lc� 1. I I I . . ­ , I -� ---i,-:."', : � . - . . 11 . __ I . I- � '_ - - -- .- , - -- I -- _­- ­ - �� I�, 9 - � .1 ,: I � . . , ­ 1 - 'o___ *1-,-*, ,-­ ­ I—-_-_ . -­ _*�j�-19-'-- --_.. 0 .- - . d. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED MAINTENANCE OF THE FENCE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. -1 I -."-":, ,�1. .1 - , ., �:_" . - . �,_-_' __- �- __ VERIFY THAT A SAMPLI SOIL CONDITIONS PREVALENT WITHIN -I -I I I ­ ,I-I -� 1 9 11 .9 � �, 1. - - .1 11--11 .--I- I ­­ -_ �,i:,-� -i- - W �': .� Z.-I I i- . i�� .:- � ."- I I � � I,I.11_. �� . - __."- --.-�- .1..-I -. .���.�. ---� -. ,� I_. - I -,a,I , �� . I �, - , - I I I _. - -I " , ; -__- - __1. _­ - I T _,� �: ,, , - - � � I , --9-,.-- I 1_)_­­ _, I - , - ONE - I I , � .. I - . � ,.. I 11 9- . ..L W:.� - � TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. ..,-., ,I :1 91­ CO I I I I 11�-�'I 1_: - I . I - . � I � I -- .­ - � _-�� __--.- 1 ,i�......X I � HIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON . � - � , -1 - __ , - ­ . I - - - Alqlzoaq � � - I , � 1, I . I � � I I - - : � - , � ��I- - I 1 9 1,­ ­_ 2 .,i z I. ­I-I 11 I � - . 99 1 9 . __ ,---. -­_ _ ­' .� ,­_­ I �',._-,Z. � -- _Uj �,�--,- I ,�9�__ I � , , , , - ­ � �, - � - , - COMPLETE COPY OF THE GEOTECHNICAL ENGINEERING INVESTI'G ION COMPILED FROM . , 9 _ - I . , -. � I 'i ",- 4 I I - � � e. DRAINAGE EASEMENTS SHALL BE KEPT CLEAR OF ALL OBSTRUCTIONS; NO BUILDING OR 13. INSPECTIONS. ALL WORK PERFORMED WITHOUT PROPER INSPECTION FROM THE I- I :�:� � I, Z� � '�;:;i:,-- .. 1 9. . . . � I . � �.9 I I �_. ­­ _. . .- I _'�­' -- - � - , �,- . 1 9 . L . � . ­- _� __ - . �:y :__��� � . . - ­­­ - __ __ - ­ - . 9 - - - � I , � I - . . - ­ - - - _ . ,..�' -__ � � I ,� $ ,:, . . - I - -, I � 11 I ­ , � 9 _� . I �­ , , - -,. __ � __ -t � ..-9 . . I - � I . ­ � .. �� . � I I - I-9 _L -I-,-. . I-I- -1.,-1� 9-_ . I/, I --__1 - _� . D ,_� ,�.- ,-. I � - � � . �_ .. . � . ­ -AD � RECOMMENDATIONS, HAS BEEN SUBM11TED TO THE OFFICE OF WALLS SHALL BE PLACED WITHIN THE LIMITS OF EASEMENTS. CITY MAY BE SUBJECT TO REJECTION. �._ -- : i I��- ��` - , ­ :,;�,� , - - . I . . � -, - .,. __"__"-'i I--,-, -__ � 9.1 < r_ v----- � I ,. I I j I, . . � 5 ; 9 1 � I . 9- . - , . " �, :1.� -� � i:"',,� �-7 � -- - - .. I 1, . 9 , ., ­ -, .1,__ , � I _. � ­��L ,_ I . . .i I I � ,.I-� , ,9 -1, .. �- -, .I ---1`: 1, ____.-�__ __ __ . - i ''_� ,:, � .��� �, -,, 99 - - I- � I". - � ��I - ._. ,­ ­_. .e�.%� � - I ",- __ - , � - ­ -�*. _ - THE CITY ENGINEER. ,� f. THE MINIMUM GRADE FOR CONCRETE SURFACE DRAINAGE FACILITIES SHALL BE A "_­�4'� � .1 " /.!;9:,� ­.f ,:.�1_'' - -9� 9 .9 .. .� L : - ... . - , I I __ - - ­ , � _� ­_ �" .� - - __ - - . _ 9 --- - , ,1- I -. 9;Z:�- ,I I;-�_,,_ .1.I - � I - � I ­ . ­ _,, --- ---,.-. �,I _. - _'. , I - 1.� � - " I -I I . I �, , , ! , .1 �� � � . - .,- e , W . ; ,� - , � , �� I - . - - I . - ­- _ -, ­ - ­ -.,� I.,I�' , - .- . - .- - I � . - �- _... �_--- - -..:- --- - ,� I - -",­ ` � i It ­��,I" , 9 � .9 1 . I . . � , I I� -­q. S ,­­ I .__ ., ­ I� - - ,9,� i. L I : - J:� ,.�'-"'- , . . I � I -1 -- �- � -, - . - 9 . - __ I ONE-HALF PERCENT (0.5%). 14. OTHER CONSTRUCTION NOTES. REFER TO SEPARATE NOTES FOR "GRADING, __ ,%,:i 1!�: �,­� .1 - �. I � - . .::5��, "':�_i I- - . . � I I . - I -­ ..I -: �, _,� :i ­ -, �� 9 . . .1 . .. . . I � � � .­­­9 1 1 �'._.__ ­­ � . I - n �� - �-� . , �: :! i!::�� , ��" . . I � I ---. __ I �_ - - � � . I I . - I - , __ - ­­.- ­� �, ! "EROSION AND SEDIMENT CONTROL,--PAVING-AND "TRAFFIC- REQUIREMENTS, IF ---,-.-L 9'--''I�:I :I� ,9, 6�'-�,--,,"",-����'i,_­ - . ­ - . 1 9 . -� I � � . . I . ., � 1.- - . � _j -J - . THESE GRADING PLANS HAVE BEEN REVIEWED BY ME OR UNDER MY DIRECTION AND :_ 9 1 �111 -I.. _� , - :- - I - - I .. - -. � � . I I -- ,- _­. I . I -,: 11.1 I - ,* ��,--- . . . 9 � . ..- ­- I. ­­ - __ __ ,, " , : --.I ­i-I­9 - -: .,," "1 .- , . � � .� I. - - _­ . � .9 ,- .., I . _,:_­ - 9� � �,.� I� .- e - . -- .. 9-.9�I . . I - ­.� .- I- ­ �­ . . 7. PROPERTY CORNERS. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE APPLICABLE. - -' ­ 1. � I _ 1 7 � ,." � � I 1. �- � - - CONFORM TO THE RECOMMENDATIONS MADE IN THE GEOTECHNICAL ENGINEERING - . , � :': _ 1 9 . 1 9 . . . ­ ____ :__- 19 11 ,�� �� : .�:s�, .. . . . . � . __ - . I—- _�, I* ;, ,* ­ �,I - __- .--. . I I ��, I - I. . I. . �� . . I - �---. �'. ­-­ ­ J.L . L_ M . � -� I ,,.I w I ,��:��: % . I I �. . � - . �. - I - . I - � � ­ - 7.:� - : 4�9, . - I - - - . I � .. ­ ­----- , C) I - I . I . ,--,,��.�'1: . � �--,, � -, , - I I I. - - .� � . - � --I- �x - -­------- ---W ). Cq 9- INVESTIGATION MENTIONED ABOVE. I 1. " FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING ACTIVITY, AS DIRECTED BY I ­....I "":, - �'' �,"��,-,.--,,­ , : i , � I ''I �'. ­-­ ­ � - . I I - % � I . -I - � I- �- . r, :­ I,, " ,� , - � . 9� - . .. I - . � __ - - I I .I .� ,; _ , �p;�- . � 9 � .. .1 - THE CITY ENGINEER. I ,-1 . I . I I _. . I .11, I� �� " �_­q:.i,�:--_ ,-�:_ - - .�­ . I I . '_ - ,.- ., ,_ ,_ -__ ­_ ­ W � I - . 10C , - .1 �­ - I __ � ,9 - I � 1 9 ..� I . 9- - I ,"I .I � ­ i-, I� :i�',� '_ r - - ­� __ - I I : I . . -_.- ­ _­�_. . I I 1 i­ � ­ I - - � a 1. .1 i - - 11 I I - I�1. 9 � I .9 . . 111K __ , ;,I ­­ 11.� - - , I.I I 1. I " _,;,-._ 9 _*_-,--_-­�- _ �- __ I . . ..9 1 ..I ­­___- I ; I . ,I -, , -9 ;� ��'­__­ ---�� ml,- - - ­ - �­ � . 11 � - I, .- 1z Cz, * I I -1 , � , -__ _ � � .- . � I -- - - I , , -­ -_� . I- � . . I I 11- � �.� -- I� - 1, I ­ ,:, L 1, �,, _ ___-, - , -- 9 - w : -Z_ � , - 0 �.- I . - - I ,- ` -__9 - . 8. ROUGH GRADING INSPECTIONS PRIOR TO BUILDING PERMIT. INSPECTIONS SHALL BE .. i9_�I� i I�� I- , , '' -�:-��­_L_- -I- �-, �� . -. - I ,.- � 1 9 ._. I ! �, __I- - __�, I � 1-1 �, -I C------: _�,� - .1- -�- -I -. - � . - __ I - I , ­ ­ . , , :. _. - �­1 - I - __ . __ .- -9. 1 - . ­-11.� I ­ � 9 ­.. � � j/ _ I __ ­_ ­-1� � - . . , I .. - - ­ --___��', _-- ,__--� -. _-, - � -- 91 . u I - . il. Q) Iftoni's I � ",__ - ,�_:, ��",::",.-�_:,--:,, �...I-1- . � - I � I . - - � __ 9. 9 �- ­� ,. : __ __ _ .- _ - I I.. � -, - , I I I . . : , : I I �, . 1;:� -., '� -.�- __- ..� I .I I I � 1 9 m 6 T-. ,�Allfv - - � � , , __­--- � -1 . . C� -- . - ___ . . .- 11 I -1 -, :� , . -9,,, - . - ;m -j - - i � -, � I � ,­ �-9 1 i ,,i,���,.,,,_f,_------ - I I . . . . REQUESTED VIA THE PUBLIC WORKS INSPECTION LINE AT (951) 308-6395. SUBMIT THE . -:� I � I 11�­, , � q-,., .�.,:- -­­ , � � � I .-- I . I . .� 00 I I � , -� : -_ , I ­ , 9 C1 1_2! FOLLOWING: ­..,� 1­ __ ��, �` "..,_-,_::.- �'. ,_..�, I -_... i �- . � -I I I I ­ . I /-.-�,- -___� -,--, �__ ­­ I I I I � _ ­ �11 I . . __ i I � - - - � � � - I - 1 9 �- I . , � ,_.:�.i"�, -., - - * ­___ - . . . I - 4z) 90.11�=19 �-I �� ,�,-.--.-�--,- - � ,,_ -1. I - � � 1. � I., � � I . --­_- -1 71. � u I ,�I . - , - - .,­_ * �__ � . ­1 � I - . 1 9, 1 -9 1. I . -1 - � "I . . NAME * , I ,, I ­:, I -, ,I--­.i��. - " --- ,�* � .- .1--- ..- 9 . .. : I .� . : I i--I-`.: -: - .� I . __ , a. TWO SETS OF PAD ELEVATION CERTIFICATION (I.E., ROUGH GRADE) TO INCLUDE A I, �I I �-� -�,��/'-',,,,,�'. -- - -, --9 � 1, I-� . - , ..I .-. I��- . � 1, � I I .. � --"-,1.9_ _ . - Cm , ,,,"__, ".�': �;_., - ­� -�-I -_- --1- 1 1 �._,. - -". I, . _. .� � - :- � _ , � �_. ,� -11, �­1'._-�.�:;- �- .� .9-.1.I-,- � . 9- 1 . - 1, . I I - , I - I I � ­ .� - I­ . ­ - - 9 . . I I . I- �," il� �-I 1.- ,� '.-_�,_-__e'.."__2 1_� - _-, � . - : � . I-I ._. - - . I � I � .. . �, - , � � I I I D ELEVATION COMPLIES WITH THE APPROVED GRADING PLAN. --11 ­1. - . . ,�;Z,�I,_.__ "_,,._. __.,__ - 9- .. -- I- - 1.I � .� I - 9 . � . I � ,�- , .. . � � I , _ .�_ . - - � . � ... - I - �- - ��.._,� - - _.. � I --_. - ­ I. � I - �I - . �, . _ - - I . .1- .--I � ���, & -"'._ ,-,, .� - �L 1.�­- - . � ., �'. .1 � -i _7 ..� I . . I I . �" - I - - - -3 1 �, ..� __ , . I , , ,� ..�,_ - � . . I— 11 � ­ I .... � _ , - . � . � - . . . . 6`*'g-3:7�' 3 b7, ( �� -, :� -:,1. I �, -9-,1i­`_li­_�,_- , � -,--,:-� �, . - . I - I � I �- I .. . , . 9 C3 - . I - 9 . . !� . , , - - I � �9 -, -, - ; : CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CLIT/FILL SLOPES. � '�J _ !".��t-,_-,�Z`-*. ,�_ �,,"__q -� -�­_,-��­ , - ,-, . I I �- 1 9 . ,I - . a - . . -� - - . � , � - . - I .­ - I�. . -- - �I I 1, . � 1­I . � __ ;I arl * . � . �,*��,--.�,.'�--.�',-,;,,,.,..-- �_,- - -- ­ -- 11 I - ., .i I - � I . .. � . I .- . ­__''�.. - - ,��� .-��-_­%-,------,,� .," " _;� ,�. ­-I-," - -,� :,-, ,.'�---"��;, . 9 �1 - ­ � . - � - -- - - � I—-�:, � .:, � ". - I.� ­­ I I ,- I . � -�1 9 - 19 -_. I . - - - � .- , - - . , - ­ I " . . . � I� � � � . � :.� I- . � 9­ � ,.',�,I ,: .,-­ .I - -. I . -­1.- I� � - - - .1 � I .-, - I .9 . .� I - -I �_ 11- �,�__Xl�_�'_ -. . I� _1 . � 9 � _.,­ � I I. I - . . - 9 . -_- I,- b. TWO SETS OF PAD COMPACTION CERTIFICATION (I.E., FINAL GEOTECHNICAL/SOILS REPORT) �­ ;� , - -�- . _.,�- � ,:1-� - ­.- � � I- . . .-, � . .. 9 1 1 i- - a � ­I- . " I ,:� �,,,--, �.:­ -�-,��. I. .� 1.9- � - . � - , .. � - I I- .. 9 9 - I. � - 9 - - ,. � - __ - ­_ _- - �-.- - � I - . I - - " - __ ., . - I . - ­ - _� , � - I , - I � I'. .- � I - 9 � , I � - - CD � - I;w.- e,�r., � , - I I - � , I � ,': � - � I � I - . - :__�_,�-7 , / I -- - 9 -_ �,_.!. ,,`.. � � I I - � - .. � - ­ I - � 9 - _, TO INCLUDE A STATEMENT THAT THE GRADING COMPLIES WITH RECOMMENDATIONS OF THE -� __ _- , I -- - - . �,____ I _.. � � - - ­ 1 ­,I A . . . - ­ - 11 _-1. C14 .1- - - I . . � I - - ".1 - I- . - ., I L / .­ ­-- . -­ �,- - .- -,- - - --.!--,-"__ ­ . . , I -" I � . , �,I I � . I I I- . . - . -, , ­ - , - - �I �- ­ __-., I__­ . . 1 .1 - -, - . � - - .1 . - . .. - ___1 -I I __1 - �_. - . �- -, I � ..�- - � - - , . � I 11 _ - � - 1 .91. . � , , ­­ �- " , I - - , , � . -1-11 � � . I - - � � I -, . ­­ ­ .. "I I ­� - . . � _ , , , __ F - , - - - - - ­ �.­. �I � I,__-, --- - -. ,�- ,-�_,I� � 1.-. . �I � �­I _­ � ­ - I 1 9� 1 19 1� -� ­­.�- . I , ,. ­ ... � -.­ - I . 1 9, - - 'i �� ,,,"',,-�, -� - �_,--. I I I I - - . - PRELIMINARY SOILS REPORT. I ,--- . I Z'' - � -----, --;-�,*:,7�,--�*,-',,,,,':, I� 1 9 .- 9 1, I . __ ��, , - ) DECLARATION OF RESPONSIBLE CHARGE :�-�9-� ,­ ��� � :�­" :----- ___. __ ­.,.,.-- 9 ­� ­ '',I - 9­-,- ,- I 1. - � I� I I I__ , -�� 9- .�9 1. .I P I. I - -. - ­ - I I � � . - 11 - I- ­�-,.--,-, - - - �- . 9 1 L � - ­�- : " .�� 9 . . :-- -I .I _.� I . . -_. - ­_­ - - ­ � - - 1 91, - ­ _ , _ -, I -, I� � 9 � - 1, I I � I - __1 . . - I I� - . I. ,�'�:;­:,, 11''i�/ ,:�,- ,�I I I -I I I I � �i .I I I -I � I .-I � I I �� I I, I- � . . . . " -1 ..- -�1�- I- 1 9 � 9 9 . � : - I� - � ��� - .� '. I 1. . - � � - ­ �,�, I - __ ­ _ -1 9� -­ - ---�I-, �- `;�"-, , - --- - . . -� I "I- I � ­ ��11 . � I . ,- I I I� _. --- - I � .1 I: ... - ,�-I, I ---9�:_-,-,,_1'��,-�---__�, : � _9�1_ 9 1 .I I .�I I- -I 1. '' � . �- I I � I .1� �. � I I I - I -�. � -.1 - � 11 - 11­­ � .9 �- I �._ I-:, :�,��, .1.�, I - i/:I., - . . � -,� � I - , I � � I I ,- � - � __ I . - __ /.. .1 -, I. ,_,- , I I I� I - ., -- _I_ -- I I - � 1.99 1 - I - ..- I __ I I � - I I - 9 � I I I � . , ­ -__ -- .1 I I 11 -� - I�, , I-­: -. -­­ , , .. I " I I . - . � , � . I � � -_ I I I_;- -� .1 � -1 .I�.2 1,�..9 1-� I � - - - , I . I - 9 . � , . � . ­ � �. I I _ I � . ­ AT I AM THE ENGINEER OF WORK FOR THIS PROJECT, 9. FINAL INSPECTION PRIOR TO OCCUPANCY. REFER TO THE CITY'S ENGINEERING AND __- - ...9 _ I . , 9­ I . �� - 9 �. � I- �I I .�, � � . � � I- I - - -I 1 91- . � I- I��� .- - - ,- , ,-I� , � - � . I� : I . I �,- I I ___ -1. ­__15�_,1 -- I _.I I � � I � I I I . 9 , I- -�- -­ �'­ ­ ,__ - ,� . __1 9 1 1 . 1-I- 11 � 1 9- I �, I � �9 1 �'- �..1, 9 �1� I I . _. . �­ I�­ - i:', , -I I . - ,_ , i­, I UAL. . :� �.1 -�!.-,,_- ,�9<��,,,_­',_-,,9---�_, I 1-. - .,- I .- - -l" ­ 1. I�� ._.9 - I � I � � - .9 1 1 1 1 9. . _� ' , - - I . . , ,---,---''- - _­_ _e� - . - 11 ­. 1 . � � - I I I I� - � 11 __ . - - - � L � , - '.' ' � - D RESPONSIBLE CHARGE OVER THE DESIGN OF THIS -.1 I ­ � , - - �­, , - I ­ - - 11 . . � ", �� '. , � � (D�,1 .1 - 99 � � - ­� -­ -�- -I I I I . ,9 9 1 : - - " .1- .1 I� '- .--19 -- ".1 .- ---I - � I - I � I - I - � I I I I I I � ­_ 7 , "9 ,� � ,-�,:,- C)''- ; . -9 � - � , - -���: � j . 9 -- I I I � � I -9 . . - � I . __ , ,�, � � , I I . - I - . . �- .9 91 ­_ � -1. - -­__.Z,---�,�I- - _. � � I � -. I%_I� I I I I- .�I I-. . . I � .- ­ - �9 :,,� ��,,, ,�I'- 1, I- � CN , - -1 . PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND I __ " I " , , 1 9 ­ I I �� I I - 1, � . � , I . , - - I I � -9 .�. ­1 � _.Z-- .,��_ -I ­ -__­_, � I 1, ��: � � --, ,- I �I- '. .. ,: ,: - � I �I - ��I�I .-- I �� .� I - - � . - -11- ,I�I e, � I� I . � . � - 9- � - � -I� I : .,- ­ � I I � I .., I I I - . . __ .9 �. I . ,:_�_ 1 9 1 � 11 ­ ­1 - . I .1 � .11 � ",�., , , :� 10. POST GRADING ACTIVITIES. POST GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED I - ­ 1 9, . . - -. I " I J�l ­ I - I - I . -� - I _. I - ­ 9 �� , �, �­ -- � CD PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT I I I I - ­ - I , �, � : - 9 .. � .11 - � - ":11 � _1­__I'' - � I I I-� " � ­ ,: : I I p 11 . . � �r-SUBDI I - � - I -, 11 , �, - ­(0 - - . � I - WSION BOUNDARY 'i 1 119 � ­. ".-. _­ _. . .L 1, ­1 , , - . I . .. �,� 9, �. . �_­ ­­ � - - -- - I � I � . � 1. � � N 89*34'0 1" W 929.71'. - � ­ I ­1 :I : �9 11 ,I"�- . I . . STANDARDS. _�. -�/. � , � �� , � , 9 _.� I� . " :�1,,, ,,:? � 2t7�"1� . � -I TO, INSTALLING WHERE APPLICABLE: GROUNDCOVER, TREES, SHRUBS OR A COMBINATION 1. - ­�� � � I - "I'll'' - I I , . I--­_- � 11 - . I - I I - I , � 1, '. I , ­ , '' � An� I ,, . I � . - � ---I--,-,-,, I I -'' , - -, ,-.."*o �1,il � 9 1 -� ­ I I I , '', ,,, - 9 -1 ,. , �, ; ­ , I � , � � - I ,; ; . ­ � "1. �_ 9 ­-,_­ ­1 - ­ 19 1- . I I- � ,�,1,I I ; ; m I I . -,-i�" . I � I ,; LO I - - ­1 � � , , o , I I � - I I I � I-,� . . EET IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS � _ � I . ,� - I I :i��,� I I � ,�IL1_1,1,:1 _ I I I I ­, � _ " _­ �, ­�: C) - SPECIFICATIONS BY THE CITY OF TEMECULA IS CONFINED TO A REVIEW I �- � :. _ . 9� , . - I I .1 I I 11, I ,� 1-1.- -� : CN, _ � ­� I L. ,/ :"� ,I,� I - r - �11 ­1__ �_,,��z, I I ­1,� ��. ,, . � , I � ­ I - .1 - -7 1 _-� - � :,­' -�,�� I : -1 -,-- , I� __ I - - I I �" �! I I � I UNDERSTAND THAT I� " - ­1 I - � - . � - - - i 1,. - ­_ ­ 1, I 1 -7 ­".. _ I � � -I I � 1 :11_1_ , - - , ,, � + � , I � THEREOF IN ACCORDANCE WITH THE TEMECULA MUNICIPAL CODE PRIOR To FINAL INSPECTION. I ",._ . 7 .�'I , - �_`�:I_ - / � I � , , - WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. , - - - - 11, ,F / T,, -, _ I � LIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR THE PROJECT DESIGN. I 11. OTHER CONSTRUCTION NOTES. REFER TO SEPARATE NOTES FOR "PAVING,""GEN ERAL"AND . oelf 111% "EROSION AND SEDIMENT CONTROL" REQUIREMENTS. 31,q / - - � / j 45 F A R T�IG A � R.C.E. NO. 61860 1 * DATE GENERAL NOTES: SHEETINDEX 1. STANDARDS. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION NOTICE TO CONTRACTOR SHEET 2 ........................ GRADING PLAN OF THE CITY'S IMPROVEMENT STANDARD DRAWINGS FOR PUBLIC WORKS CONSTRUCTION (AND SHEET 3 ........................ EROSION & SEDIMENT CONTROL PLAN . MENTS), THE CITY'S ENGINEERING AND CONSTRUCTION MANUAL, CITY CODES OWNER ITY: CONTRACTOR AGR AND REQUIREMENTS. . WALCOTT INVESTMENTS, LLC ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE 2. EMERGENCY TELEPHONE NUMBERS. (ANSWERING MACHINE IS NOT ACCEPTABLE): CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS STATISTICAL INFORMATION STEVE GALVEZ (951) 297-8120 WALCOTT INVESTMENTS, LLC KWAY, SUITE A36.9 . PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT TOTAL ACREAGE: 25.0 AC GROSS, 22.0 AC NET (RESPONSIBLE PERSON/DEVELOPER) (COMPANY) SIT TOPOG THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE DISTURBED ACREAGE: 2.09 AC TEL: 951-302-9461 LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR RISK LEVEL: WAIVER ISSUED (24-HR PHONE NUMBER) TOPOGRAPHY PROVIDED BY DENNIS JANDA, SHALL DEFEND, INDEMNIFY AND HOLD THE -OWNER, THE COUNTY OF INC. PER FLOWN AERIAL TOPO ON MAY 24, RIVERSIDE AND THE ENGINEER HARMLESS FROM ANY AND ALL QSD & QSP: WAIVER ISSUED 3. LICENSEZPERMIT REQUIREMENT. WALCO ENGINEER 2007. LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE WAIVER #: 9 33WO01112 - 0. PRIOR TO START OF ANY WORK, A BUSINESS LICENSE SHALL BE OBTAINED FROM THE CITY. LN VSL ENGINEERING EARTHWORK QUANTITIES: RK ON THIS PROJECT, BILITY WAIVER VALID THROUGH: 6-1-2013 b. A GRADING PERMIT SHALL BE OBTAINED, PRIOR TO ANY WORK ON, PRIVATE DEVELOPMENT. CONTACT: RICHARD VALDEZ ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE COUNTY THE PERMIT AND AN APPROVED SET OF IMPROVEMENT PLANS MUST BE PRESENT AT THE .. FILL: 0 C.Y. OF RIVERSIDE OR THE ENGINEER. - JOBSITE DURING CONSTRUCTION. 1 CUT: 76,218 C.Y. . 4. ERRORS OR OMISSIONS. APPROVAL OF THESE PLANS BY THE CITY DOES NOT RELIEVE THE - ,,',,;,-- TEL: 951-296-3930 OVER-EXCAVATION ADJUST: (0) C.Y. I -*- APPLICANT AND ENGINEER OF RECORD FROM THE RESPONSIBILITY FOR THE CORRECTION OF ,I- . EXPORT: 76,218 C.Y. EXISTING UNDERGROUND STRUCTURES: THE EXISTENCE AND - UNAUTHORIZED CHANGESANDUSES �3 ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, li�) .�_ N �_ OR STRUCTURES SHO E OBTAINED BY CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, � , '11�c S G LE RECORDS. TO THE BEST OF OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL I 0 COUNTY OF RIVERSIDE B.M. NO. T-25-81 FROM THE INTERSECTION OF FRONT Ql� ALIFORNIA ROAD 5.4 MILES NORTHEAST ON RANCHO OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT S MUST BE IN WRITING AND MUST BE APPROVED BY THE I . LANS. THE CONTRACTOR IS REQUIRED LANS. �� . . C CALIFORNIA TO THE INTERSECTION OF RANCHO CALFORNIA ROAD AND CALLE TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CA I z , C, 0 CONTENTO AT THE N.W. CORNER OF THE INTERSECTION 54 FEET NORTH OF C/L UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF CONTRACTOR SHALL TELEPHONE UTILITY ALERT AT 1-800-422-4133, 24 HOURS tr) IF RANCHO CALIFORNIA ROAD; 45 FEET WEST OF C/L CALLE CONTENTO, 28 FEET NORTH N ON THESE DRAWINGS. IT SHALL BE PRIOR TO COMMENCING WORK IN EXISTING STREETS. 0 - - OF FIRE HYDRANT, 1.5 FEET WEST OF POWER POLE, 1.5 FEET SOUTH OF WOOD THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS T BACK, A 2-1/2 INCH BRASS DISK IN CONCRETE CYLINDER, OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE ­_ "$_ SET FIBERGLASS WITNESS POST, 1 FOOT NORTH OF MONUMENT. ,$_ 0 - STARTING WORK. THE CONTRACTOR FURTHER ASSUMES ALL PRIVATE ENGINEER'S NOTE: C� NAVD 29 ELEV. 1230.562 LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND It) THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ;�.� VICINITY MAP UTILITY PIPES, CONDUITS, STRUCTURES SHOWN OR NOT TABILITY OF THE DESIGN HEREON. IN THE EVENT OF I . BASIS OF BEARINGS: WINGS.' lc")) . N.T.S. \ DISCREPANCIES ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE "'K t's below. I I BEING NORTH 00*27'48" EAST, ALONG THE EAST LINE OF PARCEL MAP 10891 PER RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE -.11-0 Q . PM 94/77-78. Y THE CITY. .z C(311 before you dig. �, I ----------- . I __ LD13-007GR ez- . e_,�o,,:�`!�� 1111 11 CONSTRUCTION RECORD DA TE BY REVISIONS A CCID DA IF BENCH MA RK SEAL. ,,�� 111 Dra wn By Checked 8 . - _� � - � SCALE I Designed By .y Af I . Drowing No. ___§ .- C/Ty 4 0�F Thj!v Vh rczZ" DEPARTMENT OF PUBLC WORKS __ .N FM FM RL V ,kc� CS Contractor RECOMMENDED B Y. ae DA TE- 31/�//3 ,I-- - IC25!f _ � - . Hojizontal _Q - FRANK A. ARMA _' Plans Prepared Under Supervision Of C� I - 2 �2 Inspector - NO. 61860 - . ACCEPTED BYO Z5&"'r'� DA TE-3/r 3//..7. CS R . * AEG BURO / / %_ 09/ Q) * Exp. M/1 3 '11� DG �, Cm _�i te 31 -/, BORROW PLAN � Date Completect 9 � - Verticol - - * ___ & 46 4 #hs� 1IDGIREVOR OF PUBLIC WORKS/MY ENGINED? 9 - :::5 Z . J_ CIML L . R.C.E. No. 47109 k -*-7-7-*-7*7*.** 'D . TRACT MAP 36M E2 i� - ,-, ....]Lva ..... . Q) _2 11. liffimmmmmummmommmim I - CF R.C.E. No. 61860 .. *No..* 77TLE SHEET Sheet 1 of 3 :�.Q,> 01111111111111111111111 111111111111111111 - I iiiiiiiiiiiiiiiiii TRA T. I T - 7-�- � I I 1 3 a / \_- CA - - . . . � . I I -------- - - -----.-- - - - - - ___ ___ - - - � ___ ­ ___­______.________ _ _ _ - -- ----- - -- . GRAPHIC SCALE .• • 20 _• :• • Know what's below. C011 before you dig. mmmCONSTRUCTION RECORD DATE Contractor Inspector Date Completed M 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) 2. STAPLE WIRE FENCING TRENCH UPSLOPE FROM AND TO THE POSTS. ALONG THE LINE OF POSTS. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. REVISIONS CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FIRST ROW OF BAGS TO BE HALF BURIED 2 BAGS HIGH MIN �S SANDBAGS c r__1 rw r1e%w, t \ NOTE: CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE. IWIDTH AS REQUIRED TO ACCOMODATE ANTICIPATED TRAFFIC OURSE AGGREGATE r-FILTER FABRIC ADEAL 4" MIN., UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER 0ct_%_rE^n1 ri n RECOMMENDED BY 01'2DATE: IZI ACCEPTED BYYLATE- /.. EG B DIRECT© ©F PUBLIC WORKS / Cfi ENGINEER R.C.E. No. 47109 EROSION AND SEDIMENT CONTROL NOTES: 1. FILTERED RUNOFF. ALL RUNOFF SHALL BE FILTERED PRIOR TO DISCHARGING FROM A SITE OR TO ANY TYPE OF PRIMATE OR PUBLIC STORM WATER CONVEYANCE SYSIFM (NATURAL WATERCOURSES, STREETS, GUTTERS, CONCRETE -LINED V-DITCHES, STORM DRAINS, FLOW -LINES, INLETS, OUTLETS, ETC.). ALL NON -PERMITTED DISCHARGES ARE PROHIB17ED FROM ENTERING ANY STORM WATER CONVEYANCE SYS7FM YEAR-ROUND. 2. BEST MANAGEMENT PRACTICES BMP'S). YEAR-ROUND, POLLUTION PREVEN77ON MEASURES, ALSO KNOWN AS BEST MANAGEMENT PRACTICES (BMP'S), MUST BE INSTALLED PRIOR TO ANY FIELD ACTIVITIES BOP HANDBOOKS CAN BE DOWNLOADED AT WWW CABUPHANDBOOKS COY. ADDITIONAL EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES MUST BE INSTALLED AND MAINTAINED PRIOR TO AND THROUGHOUT EACH RAINY SEASON. THE DEVELOPER CONTRACTOR IS RESPONSIBLE FOR ESC MEASURES THROUGHOUT THE DURATION OF THE PROJECT FOR ALL CLEARING, DISKING, GRADING, EXCAVATING AND STOCKPILING ACTIVITIES, AND ON ALL EXPOSED SLOPES AND INACTIVE PADS THROUGHOUT THE ENTIRE SITE THE DEVELOPERICONTR40TOR IS ALSO RESPONSIBLE FOR ANY DISCHARGES FROM SUBCONTRACTORS a. STOCKPILING OF BMPS. ADDITIONAL ESC MATERIALS SHALL BE STOCKPILED AT VARIOUS LOCATIONS THROUGHOUT THE SITE FOR IMMEDIATE USE WITHIN SEVEN DAYS PRIOR TO ANY FORECAST RAIN. ON EMERGENCY SITUATIONS, THE DEVELOPERfC©NTRACTOR SHALL IM #EDIATELY MAKE EQUIPMENT AND WORKERS AVAILABLE TO PROTECT THE SITE. J. EROSION AND SEDIMENT CONTROLS. ALL ESC MEASURES SHALL BE INSPECTED, RESTORED, REPAIRED OR MODIFIED YEAR-ROUND THROUGHOUT THE SITE TO PROTECT PERIMETERS, ADJACENT PROPERTIES, ENVIRONMENTALLY SENSITIVE AREAS AND ALL PRIVATEIPUBLIC STORM WATER CONVEYANCE SYSTEMS. IF ANY EROSION OR SEDIMENT CONTROLS FAIL DURING ANY RAIN EVENT, MORE EFFECTIVE ONES WILL BE REQUIRED IN THEIR PLACE a. EROSION CONTROLS. EROSION CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED TO APPLYING AND ESTABLISHING. • VEGETATIVE COVER, WOOD MULCH, STAPLED OR PINNED BLANKETS (STRAW, COCONUT OR OTHER), PLASTIC SHEETING (MINIMUM 10-MIL), POLYPROPYLENE MATS, SPRAY -ON CONTROLS TO ALL DISTURBED AREAS OR OTHER MEASURES APPROVED BY THE CITY ENGINEER JUTE NETTING SHALL NOT BE USED AS A STAND-ALONE EROSION CON77?OL. FOR SLOPES GREATER THAN 4:1, PROVIDE FIBER ROLLS AND EITHER A BONDED FIBER MATRIX PRODUCT APPLIED TO A RATE OF J500 LB ACRE OR A STABILIZED F18ER MATRIX PRODUCT APPLIED TO A RATE OF 10 GALIACRE. THE CITY ENGINEER MAY APPROVE DIFFERENT APPLICATION RATES FOR SLOPES LESS THAN 4.1. b. SEDIMENT CONTROLS. SEDIMENT CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED TO. DESILTING BASINS, GRADED BERMS, FIBER ROLLS, SILT FENCES, GRAVEL BAG CHEVRONS (FILLED WITH MINIMUM 34- GRAVEL), CHECK DAMS, DRAINAGE INLET PRO7EC770N, ETC. FIBER ROLLS SHALL BE INSTALLED IN 15-FOOT INCREMENTS MEASURED ALONG THE FACE OF THE SLOPE. SILT FENCE SHALL BE INSTALLED ALONG INTERIOR S7REE7S AND COMBINED WITH GRAVEL -BAG OR SILT FENCE CHEVRONS INSIDE THE SIDEWALK RIGHT -OF -WA Y OR BACK OF CURBS 4. STA 7F CONSTRUCTON GENERAL PERMIT: IF THE PROJECT DISTURBS, EXPOSES OR STOCKPILES ONE ACRE OR MORE OF SOIL, THE SI7F MUST BE COVERED UNDER THE STATE CONSTRUCTION GENERAL PERMIT. A WASTE DISCHARGE IDEN77RCA 77ON (W91D) NUMBER, A RISK LEVEL DE7ERMINA 77ON NUMBER AND THE QUALIFIED "STORM WA 7ER POLLU77ON PREWN77ON PLAN' (SWPPP) DEVELOPER (QSO) SHALL BE PROVIDED TO THE CITY PRIOR TO ISSUANCE OF A GRADING PERMIT. A SWPPP SHALL BE IMPLEMENTED THROUGHOUT THE DURA 77ON OF THE PROJECT AND SHALL BE READILY AVAILABLE TO CITY AND STATE INSPECTORS AND UPDA 7FD TO REFLECT CURRENT SI7E COND177ONS DURING CONSTRUC770J THE CONSTRUCTION PERMIT CAN BE DOWNLOADED AT WWW. WA TERBOARDS CA. GOVIWA TER ISSUES PROGRAUSISTORYWA TER,ICONS7RUCTION. S PERIMETER PROTEC77ON. PERIME7ER PR07EC77ON MUST BE INSTALLED PRIOR TO ANY CLEARING AC771477ES CLEARING SHALL BE LIMITED TO AREAS THA T WILL BE IMMEDIA TEL Y GRADED OR DISTURBED A COUBINA 77ON OF ESC MEASURES SHALL BE IMPLEMENTED IN AREAS THAT HAVE BEEN CLEARED. ALL DISTURBED AREAS OF AN INAC77VE SITE, AS DESCRIBED IN THE ENGINEERING AND CONSTYUC770N MANUAL, SHALL ALSO BE PRO7E'C7ED 6. CO STRUCRON ACCESS POINTS C0NS77?UC770N ACCESS POINTS SHALL BE STABILIZED WITH A CO IBINA7iON OF ROCK AND SHAKER PLATES YEAR-ROUND TO PREVENT TRACK -OUT. INTERIOR ACCESS POINTS (ALL PROPOSED DRIVEWAYS, MA 7FRIAL STORAGE AND STAGING AREA ENhYANCES EXH ETC.) SHALL ALSO BE PRO7E"C7ED WITH ROCK TO PREVENT 7RACK-OUT ONTO INTERIOR STREETS ROU77NE STREET SWEEPING SHALL BE PERFORMED ON ALL PAVED STREETS !MERE TRACKING IS OBSERVED VACUUM SfEPERS SHALL BE USED HHEN STREET SWEEPING BECOMES INEFFECTIVE. CON7ROLLED STREET WASHING SHALL ONLY BE ALLOWED PRIOR TO THE APPLICA 77ON OF ASPHAL T SEAL COA IS, AND ONL Y WHEN ALL PERMANENT DRAINAGE INLETS ARE PROTECTED. 7. DESIL77NG BASINS DESIL 77NG BASINS SHALL BE DESIGNED ACCORDING TO THE GUIDANCE PROVIDED IN CASQA'S CONSTRUC77ON BUP HANDBOOK IMPOUNDED WA TER SHALL BE SECURED FROM THE PUBLIC. SIGNAGE INDICA 77NG "PONDED WA 7ER - DO NOT ENTER, A OR AN EQUIVALENT WARNING N077CE, SHALL BE POS70. 8. MA TERIAL STORAGE MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED FUEL TANKS, PORTABLE TOILETS, LIQUIDS, GELS, POWDERS, LANDSCAPE MA 7FRIALS AND STOCKPILES OF SOIL SHALL BE STORED AWAY FROM ALL PRI VA TEPUBLIC STORM WA TER CONVEYANCE SYSTEMS, SIDEWALKS, RIGHT-OF-WAYS AND FLOW -LINES AND SHALL HAVE SECONDARY CONTAINMENT. I AC77VE STOCKPILES OF SOIL SHALL BE COVERED AT ALL 77MES AC77VE STOCKPILES SHALL BE COVERED PRIOR TO A FORECAST RAIN. 9. CO STRUCTO WASTE CONS77?UC77ON WAS7F AND MISCELLANEOUS DEBRIS SHALL BE PLACED IN WA 7ER- 77GHT BINS. Wi'RE MESH RECEPTACLES SHALL NOT BE ALLOWED. WASH -OUT STA77ONS SHALL BE PROVIDED FOR CONCRETE PAINT, STUCCO AND OTHER LIQUID WASTE AND SHALL BE LINED WITH PLAS77C AND LOCATED AWAY FROM PUBLIC RIGHT-OF-WAYSFLD1W LINES, ETC. PRIOR T ANY FORECAST RAIN, BINS AND WASH -OUTS SHALL BE COVERED WITH LIDS OR PLAS77C TARPS , 10- SLOPE PROTECTION. STORM WA 7ER RUNOFF SHALL NOT BE DIRECTED OVER SLOPES W THOUT PERMANENT DOWN DRAINS INSTALLED. ESC MEASURES ARE REQUIRED ON ALL EXPOSED SLOPES UN77L SUFRCIENTfPERMANENT LANDSCAPE IS ESTABLISHED. THERE SHALL BE 1007 SLOPE PR07EC77ON IN PLACE PRIOR TO ISSUANCE OF CER77R7CA 7E OF OCCUPANCY. 11. PORTABLE MIXERS ALL PORTABLE MIXERS SHALL HA VE PLASTIC LINERS UNDERNEA TH THEM WITH RA VEL-BAGS PLACED ON THE DOWN -HILL SIDE OF THE LINERS TO CONTAIN DISCHARGES 12. MAINTENANCE. ALL ONS17F AND OFFS1 TE FLOW LINES (I.E., V— AND BROW —DITCHES, TERRACE DRAINS, RIBBON GUTTERS, CURB GUTTERS, ETC.), STORM WA 7ER CONVEYANCE SYSTEMS, CHECK DAMS, CHEVRONS, SILT FENCES AND DESIL 77G BASINS SHALL BE FREE OF SEDIMENT C06137RUCRON MA TERIALS, WASTE MISCELLANEOUS DEBRIS AND DETERIORA 7FD ESC MEASURES YEAR-ROUND. 13. OBSNUC77ONS. NO OBSTRUCRONS, OTHER THAN BMP'S, SHALL BE ALLOWED WITHIN ANY STORM WA 7ER CONVEYANCE SYSTEM, UNLESS AL 7ERNA 77VE DRAINAGE FACILI TIES HA VE BEEN APPROVED BY THE Cl Ty ENGINEER? 14. OTHER CONS7RUC77ON NO7ES REFER TO SEPARA IF NO7ES FOR °GENERAL, - 'GRADING' AND "PA VINGA REQUIREMENTS DISCHARGER CONTACT INFORMATION.• STEVE GAL VEZ WALCOTT IWESTMENTS, LLC 951-297--81 0 (RESPONSIBLE PERSON) LEGEND: (COMPANY) (24-HOUR PHONE NUMBER) GRAVELBAGS......................................................................................... -^r--� Y ROSEEDING ............................... SILTFENCE.......................................................................................... CONSTRUCTION NOTES: flEM OUAAM7Y CONSTRUCT SILT FENCE PER DETAIL 17.26 L.F. Q—HYDROSEED SLOPES (BONDED FIBER MATRIX MULCH). 126s9OO S.F. Q—CONSTRUCT GRAVEL BAG VELOCITY REDUCER PER DETAIL. 1119S FA 4o-INSTALL CONSTRUCTION ENTRANCE PER DETAIL. 1 Eq. 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