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Tract Map 36479 Lots 1-32, 55-78, 82-83 Precise Grading
GENERAL NOTES _ TNE PROPERTY OWNER/ENGINEER/CONTRACTOR SHALL ADHERE TO THE CITY OF TEMECUI_A'S STA�lDARD NOTES AS SPECIFEED IN APf'ENDICES D, E, F, AND G OF THE "ENGfNEERING & CONSTRUCTlON MANUAL" {LE. SECTION 6-2) IN ACCORDANCE TO CHAPTER 18.Q6 OF THE "CONSTRUCTION GRADING AND ENCROACHMENT: 4RDINANCE N0. 13-01. COPIES OF THE NOTES SHALL BE AVAILABLE ONSITE AT ALL GOUi�TY OF RlVERS/DE . TIMES DURING THE CONSTRUCTION OF THE PRQJECT. � � � � � ADDITIONAL NOTES � . � � � � 1. ARCHAEO�OG1CALf GULTURAL RESOURCES GRADING NOTE. IF AT ANY TIME QURING b � EXCAVATION/CONSTRUCTION OF THE SITE, ARCHAEOLOGICAL/CULTURAL RESOURCES, OR ANY ARTlFACTS OR OTHER �BJECTS WITH REASONABLY APPEARS TO BE EV{DENCE OF CULTURAL OR ARCHAEOLOGICAL �� � RESOURCE ARE DiSCOVERED, THE PROPERTY OWNER SHAL� IMMEDIATELY A�VISE THE CITY OF SUCH �'"`�^�r AND THE CITY SHA1�L CAUSE ALL FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE AFFECTED � �- �SITE AREA TO EMMEDlATELY CFJaSE. THE DIRECTOR OF COMMUNITY DEVELOPMENT AT HIS/HER SQLE �� � DISCRET�ION MAY REQUIRE TNE PROPERTY OWNER TO DEPOSIT A SUM OF MONEY IT DEEMS REASONABLY �; � ��, a�� a NECESSARY TO ALLOW THE CITY TO C�NSULT AND/OR AUTHORIZE AN INDEPENDENT, FULLY QUA�IFIED � �,`� � SPECIALIST TO 1NSPECT THE SITE AT NO COST TO THE CITY, fN ORDER TO ASSESS THE SIGNIFiCANCE ,%�� +'�-,� ; �\��� r�P�'J � � Cl3Y 0� TEMECUtA TO THE F1ND. UPON DETERM1NING THAT THE DISCOVERY IS NOT AN ARCHAEOLOGICAL/CULTURA� ' �� � � �'`'� � �, RESOURCE, THE PLANNING DIftECTOR SHA�L NOTIFY THE PROPERTY 4WNER OF SUCH DETERMINATION �/ �`_l �+� I ,+ � �y�� _ .--� AND SHALL AUTHORIZE THE RESUMPTION 0� WORK. UPON DE�ERMiNING THAT THE DISCOVERY IS AN ( ?t �' \\, .%%� t �!� ! �i� � \ -„''.`'`� ARCHAEOLOGICAL�CU�TURAL RESOURCE, THE DfRECTOR OF COMMUNITY DEVELOPMENT SHALL N�OTIFY THE TRACT B��NDARY -�'" ' ;f � � - � �"�����-.�-"�`�"'�=-'� -�--'�"��� � � PROPERTY OWNER THAT NO FURTHER EXCAVATION OR DEVELOPMENT MAY TAKE PLACE UNTIL A - ! rt'� ' � � �- �"-- ..��� �. :,�----�--'��._-_. _.__, COtIlV7?'/CITY L1h�ITS M I T I G A T 1 0 N P L A N O R O T H E R C O R R E C T I V E M E A S U R E S H A V E B E E N A P P R O V E D B Y T H E D I R E C T O R O F -''� � �� � -�=`�"�'` -�°` --- � /,�� .:. - =-----' .,---' ti� � � ; �_ .----- CQMMUNITY DEVELOPMENT. -''� �,,� ° f'' ,r ..,�- '� ,.��':�,",�:_".- ` _-=�--�- ��I � � 2. DISCOVERY OF CULTURAL RESOURCES. IF� CULTURAL RES�IJRCES ARE DISCOVERED DURING THE - -� t ;� j .�� -=�� ^ .--" � VICI N I�Y �iIIAP �_--,� � _.��--- =. -� � ���- r, i�� �-- � ��_�- x.rs PROJECT CONSTRUCTION (INADVERTENT DISCQVERIES), ALL WORK IN THE AREA QF THE FIND SNAL� ---'" �.�- '� ;...---�;F��` r � ___ �.,. � ,. � CEASE, AND A QUALIFIED ARCHAEOLOGIST AND REPRESENTATIVES OF TNE PECHANGA TRIBE SHALL BE --" __.:-- %'�_,,..�-��_� ., �, �'{ �«, _ ____ � _ � r /.:� ��� �-.�`.� .,, RETAiNED BY THE PROJECT SPONSOR TO INVESTIGATE TNE FIND, AND MAKE REC4MMENDATIONS AS TO ,�._.---�'` _ -= � �., �"" . � .�-- -r� ,.� � TREATMENT AND MIT(GATION. � � � � �. _ ,,�._-�s;-.�-,^'" ;., . _ � ,,,,.�qt�r�vrtrrar u.e+�t�u�i 1���� _... . ..,.___... �.�._--. .-- .�;�� __-� i������E �����NG C�3NS�'RUCTION N41'ES t�NTY ! U�1ITS , �, ...- .,....%";!��_Y%"-�-"�1���,1�!!�.�' : �` � f/ � \�� t if� 'v, --____ ---- --�_,_���__� -----'- • 3. ARCHAEOLOGICAL MONITORING OF CULTURAL RESQURCES. A QUAUFIED ARCHAEOLOGICAL MONITOR WILL ___._..--� .-�"�_-�"- . �' `'"� y �,.. +r, Y � � , �y�� %` � � ; BE PRESENT AND WILL HAVE THE AUTHOR)iY TO STOP AND REDIRECT GRADING ACTIVITIES, IN -- .�--- �.���`:..��_=-��-�" �� -` �''' -� � '� � ,, j � r � �� ; �----�" "��^�� �`� , �1 II�S�ALL AR�A D'RAEt� PER BETAIL ON SH€ET 2 262 i EA „�--5. - .�-�-- _,_ - y� � � , � , ., � 93 �, _.__ � I CONSULTATION WITH THE PECHANGA TRlBE AND THEIR DESIGN,4TED MONITORS, TO EVALUATE THE - ''� �'"----�` P �--�-`�"' " ^ - �" `� � � � � {��� "� ; .,.� .___ �" ` r--"' ,.-- ` k, . f• I 1 ti �.. 1 ' ��� �" -- .--.-- ` , -�.�=" --` ,: _ ( � _ � � �2 3 C�i�STRU�� GURS OUfiLET PER DETAIL ON SHEET 2 �06 � ER SIGNIFICANCE OF ANY ARCHAEOI�OG6CAL RESOURCES DI5COVERED QN THE PROPEftTY. �--��'r-- .�� � �� � 1 f�� 1 � ` �.-- ` �� , , i 4. TRfBAL MONITORING OF CULTURAL RESOURCES. TRlBAL MONiTORS FROM THE PECHANGA TRIBE SHALL BE �='"w.- --�-�-�.-="-'`� ��"�" ._��` ° � � -, ._i I` ` f�I i r �. -% �,. ;- __�_�__.._ --- - ---------- _. ------ Y.�---�` ----� EXCAVATION AND G�20UNDBREAKING ACTlViTIES INCLUDING ALL °'``' � - '"�` ` ���' � �� �-� �� ���"' r. r"�' ` � � ~ ��\ � I�1STA�� 4" PVC {SCH 40} PEPE RS SH4WN ON PLAN 13,Q26 �F ALLOWED TO MONITOR AL� GRADING, , �� " ��t-�� , „ � , , r� � „� ��,,>. , � �_.�,;':� �� f . E 4 � .��r�,!� _ - ;;/�� i !� i ;f ,,� �.,, �,w ARCHAEOLOGICAL SURVEYS, TESTlNG, AND STUDIES, TO BE COMPENSATED BY THE D�EVELOPE�R. - ; � , \, ,:. �, , - , - � �, � � ��, � � r . , .. �- _ _= �e � � : � � ; _� , , �' ��,�, ; t .` ;� _ ,",,r�....�-�' � �, ��;:t.�� � ? ;;'�°.'�-,�-�';., �, ___.. �� ---- ----__ _w.. -.- .------_-- .-------. ----.. __. _ _..__� __.____� _________ __._ �4��� I 1NST��L AR�A DRAI�N CLEANOUT PER DETAIL ON SHEET 2 35 � EA 5. RELIN��QUISHMENT 0� CULTURAL RESOURCES. THE LANDOWNER AGREES TO RELINQUfSH OWN�ERSNIP OF � ,,�y��, ;,,�3 ,, . �a���;u 1 , � ,, , ,� �� _ _ � � _�-._,:,_� t� , , � �' r ,r ��,i_. .__,, _.� _ • ------- -- - � ALL CULTURAL RESOURCES, INCLUDING A�L ARCHAEQLOGICAL ART1�,4CTS TNAT ARE FOUND ON THE �` ��,`,',�;'` ',',, ,,;; ��, �, ; � 1" ; �,- �`�` - -r����_ �;���'�, , ��,�� , ,� � :�;. �3 : �-�-t :_.,�� ! ,I �=��r�f` ,r- �� --�. 5 t�S��LL 24"X4" I€�SERTA TEE 2 EA , PROJECT AREA, TO THE PECHANGA TRiBE FOR PROPER TREATMENT AND DISPOSITION. ,/� �,+.,',� �� �, � : _ �----�SHEET T�; }' �� r- �'k-� ' _ �'_ -;'��`��� �: SHEET � `�' ' � �� - 1 � _,.�-..._., � , ,, 6. PRESERVATION OF SACREQ SITES. ALL SACRED SITES ARE TO BE AVQIDED AND PRESERVED. / '�,�� , �; � ; �! �� � � �+'�"� �.� �� l 1 �.� �. ! ,' � ,1� �� �� $2 _ �; ' �' "� , ' ` t � �� �- i : ''` �� p i � €� �lALF B�.�7CK OUT PEf2 DETAI�. 01� SHEET 2 116 EA 7. BURf20WING OWL GRADING NOTE. NO GRUBBING/CLEARING QF THE S[TE SHALL OCCUR PRIOR TO .^� �,',� # '„ �` � � �R' i= � ;� 7Q ��= ' � -�����j`��� �, TRACT D�V N DARY � � a - -- - -- -- - _ ( SCHEDULIhG THE PRE-GRADING MEETING WIZH PUBLIC WORKS. ALL PR�J � � ��;�, �; �- _ � --. - � 3I l � �; _ �� �- ______ __._.._ �,_ s9 i � i� ', _. �� �------�-- ECT S{TES GONTAINENG , i ��. ., :�. _-� -�-- , ; �-. , �; , , 1,r ;; � �_, � ,� .,, � a , . _. I�, ( _. _ , ,. ,, ,,, _�- - .:.__ �. � , , � � i , ;,.; � � ____,.____ ! , z!'�t�.�`___�.���,_�z;___ �, �7 CQN5TR�ICT R�Si�£NTlAL DRIVEWAY PER ClTY OF TEMECULA STQ. 207 58 EA SUITABLE HABITAT FOR BURR�WING OWLS, WHEI'HER OWLS WERE FOUNQ OR NOT, REQUIRE A 30 DAY �, �;E ��t � .� �, -_�=.-y _ '{- _._, , � : � , ; ,a ,,,i,�� � �E � _._ -_ �-�.,��, , ��;�., PRECONSTRUCTI�N SURVEY THAT SHALL BE CONDUCTED WITHIN� 30 � „- '' . � :��:�' � � � � � ' 1 1�� � � `'� `� ``� ' _-_ ��� � �"���� �- � `'`�-� � �. ' � � � DAYS PRIOR TO GROUND i � ___ ,,, �.s �-�, _ _ � ; �; ; � �i�€(,; -_ _.._- i � �8 ��� :� '�. ��� �. ` �� DISTU�RBANCE TO AVOID DIRECT TAKE OF BURROWING OWLS. 1F THE RESULTS OF TH�E SU�RVEY I�N�DICATE �� :---'� � ',`�` � � �i �� �� ��' " � t � 1�` � ' ' � ` '�-�'' ��� ��' ��� ������ � � �� ����`���` ��������� ����' � �.; � ,; . �� xt } , � ��, _..________ � -- _ � =4 � ��, �_�� ___--______ 2. �-� ,�, , _ �� 72 � � � � � , � �� _� _-� � � �� _; ' , � � a � , � � ,o�., � � �'S�' , �,� TNAT NO BURROWING OWLS ARE PRESENT ON-SITE, THEN THE PROJECT MAY MC}VE� FORWARD WITH !, 'Q`� `ti`�.� �� `�t,� �"` , � s � � � ��-_..____ __._, �� , , � `/ .-,� � �� • , � � , � � � � , , , -= ,�,, � :_. „ ; } ,�, �� �; � 67 � 58 , , �, ��l�� �` :c��c��� ��v����� o��v�waY s,�s� s� GRADING, UPON PLANNING DIVISION APPROVAL. IF BURROWlNG OWLS ARE FOUND T0 BE PRESENT OR � , ,.y- " � E Lt 1. �, 81 t � � � � ! � ! f �� � ,�� ` , �1. ` � �, , � � i � ___.._.._ __ � r.f �, � � ��� �,,� � l. t. � � �Q - � ,. �� - � NESTiNG ON- I U �WG THE PRECONSTftUCT�ON SURVEY T 1 ts+ t= t '�,��`�" 7,, ���' �� � - ;! 73 '�f � �,�t; ___ _____._ ._. �'._ , �, �. �,5'�� � STE D R , HEN THE FOLLOWING RECOM�MENDATIONS � �, � ,� ,... � ,s'k ; ,: , j� _ ._ � , �r:.: � ; � \����� �, � ����� ' � � � � ��t � �� , ''` r' S9 ' '`% � �` : 1€� !REC�OVE At�D REPLACE EXSTIN�G DRtVEWAY PER CiTY 4F TEM�EC�SL,4 STC 207 4Q � LF MUST BE ADHERED T0: EXCLUSION AND RELOCATION AGTIVITIES MAY NOT OC R ��RI TH � I ! �'�, ,.- ;�. ... � ;, �, , ?;� ,� ;�� ', ;� ,,� -.-�____ � ��, 66,� (; ;, �_.!-_ ..._ '� `����.��.�..'_� _ ti.r- ~��`;;---�_� ' ,,� ���� ; � , � CU DU NG E BREED N� _ , ,. � I � �� � � , t � � - . � � �_ . _:_ .._ �� � � ____ _ ___-- _ ----_ . __ _. _...._.__._.. -- --_____ _._ ---_.. . .....___._ . �. .__ _--� ------- � � ----_, SEASON WHfCH IS DEFINED AS MARCH 1 THR011GH AUGUST 31 WITH THE F �. � f? -== ';�,, � � \ ,� '.,� t � �i'� ;, ,�� ,.�' - __ _ __._ � � ,.______..__.___ � � �� �.��`��'� ����-,+�--�`�'=.��� .� � - .--_..._�_ ---------- , , OLLOWING EXCEPTION�. , , � � � _ � � , � �;� ,� FROM� MARCH 1 THROUGH MARCH 15 AND FROM AUGUST 1 THROUGH AUGUST 31 EXCLUSION AN��D '� ,� � '`� �'+��',. `�" �� � � ' /�'� '` •��f � � � =��� `� � _ __--__. ��� �; , ��_ � 57 ���_ �.�_y.�: 5Q , � ,. R � ATI AY T K P I F IT I PR V TH , ' 't'�, ;`�,�, t f 4��,, �`� �1; .__.___ �, ELOC ON AGTIVITiES M A E LACE S 0 EN TO E CITY AND APPROPRIATE REGULATORY � rn =�' ,, � ,s�� �� ����� � r ���� , '- , � � ` =-� ``����� � q � -� ,.�� �+ Y ��� I . �� . � � .._� � !�i__.__..... ...___._.._.,..._.. r! � .�,z�.`p�_-,.� _, , i � . '� ��, � „�:�,; . � �,� ;_ � � 7''!'� ���� 51 ��, '__ � �� ' : E������N � SEQ�I����FNT CC�NTR�L AGENCIES (IF ANY) TNAT EGG LAYING OR CH1CK REARING IS NOT TAKING PLACE. THIS DETERMYNATIQN ` �., �. ,r �, �{t;� - � � , -----__ ,,# �; � `a� , ,� J�i '`� { � �`� . ;�. �., M�� 't � , / _� ,1,�}1 i i� ` re ` .it_ � f��" __'..__ _ _.�"_ f,..� _.�_ :.E . 3'. �i �� k 4JL. ! i: . 1�\., .'�� � � QNTI� �N1T� T BE MADE BY A QUAL IED BOLOGIST. _- ' '���, ��� � '"� ` 6 'j, � ��� gs �, � � `�, �`, �,� `,� � � ''�,, � ', �,,� , �1 __.._ ,, ,,� � �..�_, 5� � , - ,� _ � � _ � 7� �� ��,,, , ► � -� _ , �t����'���`�101� NQTES - --_ .� � ,�.._ ._� .__ _, , . . � ; NOTICE TO CONTRACT4R: , ,.__--'�,�,, '� �,; ,� >>, `��� ���� . �,;� 63'; � 62 �?.� 55 �� , . , , '� Y i i � �S� ' \\ ,�; � fi��..�� �. .r: .. .�.--�< `� ,,_�, . �, , _µ _ .._.._... 9 - � 49 �:.; � ,CC��#S7RUCT STR�ET GRAVELBAGGENG PER QETAi� ON SHEET 8 1,425 LF E � , b. ,; . ;`4 ,:;�, ".,,"`'^.,�`�: _:,,�.,: :' �. _.. : t#'t , f' ��'= ____._ .��� ----____ CONTRACTOR AGREES THAT HE SHALL ASSUME S4LE AND COMPLETE RESPONSIBILITY FOR JOB SiTE CQNDITIONS rr . �t ,., � , � ,� i� � ,.. ...-___ � �__z__ -��, ..,_.: ;; _.., �_;� �: .:.`-c s ��' �".� �` ,� ,� ��,.,, �-.� � ' - .; F .,. ��"` , � �, ,. ;� � ; _:_�. -_�,. .._ t.� � ,, ,�. - -_, :. 48 � � _ _�__ _ . . _,:�-'e. . It , 1'. l�: .... :..:�, t � ..... -..� �._:_.:/ ; ii � ��'".�--"w; `""�.��`�� � :, <. �� t � � . � , DURiNG THE COURSE OF CONSTRUCTION 0� THIS PR4JECT INCLUQING SAFETY OF ALl PERSONS AND PROPER7Y. , i. :- -c } -_.._ ..__._.._. _._ - .-_. , _ :.--�.�.. , >. . 47 , :C0�'STRUCT CHECKDAM PER DETAIL ON SHEET 8 638 LF � , „ �. _�� � � 77 � � �, __ _ : -.�: .__,�.:..�.�, � .:� ,,, 4 ; . �-_ . � �' ..�� TNAT TNIS RE UIREMENT SHALL APPLY CONTINUOUS�Y AND NOT BE LIMITED TQ NORMA W K N • A � �:-�';"�-=-�-�� , � �� I!� . - ;__ �., ,�,_._ � ._ �: ,_ :�`Y- '�'. = , �. , _,- j. % ��' I _ �_ Q L OR 1NG OURS, AND TH T . �- �\ , . ___ _�.5 ._�.:-- ,, .:�,1 },: , � ;� � � _ ;_ , __� � . ; 44 , � . .�:.. � . . � �..- ` -.,� .__�._ . �-�.; .. >...,._kb.�. - .,--" - G= ..�-- 5 l 1. ��,. . � ' i! :::: ;�:� .. _ ..._µ;'.z����;��.. �.i�.'" ;^-���- .:,.�( 1 ' THE CQNTRACTOR SNALL DEFEND, INDEMNIFY AND NOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND � �.- _ � ti � �; � : ,, 1 - �---T-�-� . � �:�- - �� � � .� i _ �� .:>� _. ., S C(1NSTRUCT STAB(LiZED DRIVEWAY EN7RANCE PER DETAIL ON SHEET 8 5$ EA A ' y - � ,� � �t , } a il„ ; r � _ , , ,,, ,�� ��� ,�t� 1 �t. i SHEET 5� ; , � _�_ �._.,��-. � �L LIA8ILITY, REAL OR ALLEGED, IN CONNEGTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING ��-- ;;�,--' , , �t , � � � f ' � �, _ ._�, +,-- , �._ ;- ,k.�--�``�! 4 , � � (`� ,` -_ _ FOR �IABILiTY ARISING FROM THE SOLE NEGLIGENCE OF THE QWNER OR THE ENGINEER. -`� ' ;� ; ;�tSHEET 7 f j 3 ` --�--�. =r---M-�-_---��"`" ; `� ` ��' `.:� 1 �. ; ��~! ' ,� t F � � ` ; ;,l � ;�, °, 3�3 7� ) � ; 42 ' �` '= _.-'w _-�- , 16t �� ),,� � T INSTALL SILT FEN�E PER D�TAII. ON SHEET 8 1Q,112 LF `�: . � > �'� - � `t ��' '.�1t 1�.�.r4� : F��i �.I:.��� ,,�'`...�t.._..._i �;.�"'_.-�w.�.,';:. .... .�... . _. .�. _ �_=" _ . �.J� ! �� ? . .:�:��,'1 � ii�r �,..±J i._��'4,�, -_.,��` . ` �� � 1 5 ,; fJ,:,� . . . . . THE EXlSTENCE AND LOCATfON OF ANY UNDERGROUND UTILlTIES OR STRUCTUR S H . i _- ;_ ��`� : , 5' � � � ' . , ' � � -,�`-�--- �"->-- �-..,:� --�- -f- _��--- J �'-� .� �• - , � � > >� �j= �'` E S OWN ON THESE PLANS ARE - , _.- , . � ., . �..,� , , { ._ --,�.:�. ___ ;�.__. _.w:�, -��:: � :� ��_�__, _- 4. ,.� � ,I . , 19 18 , , ::� , �� � � � � , �. . , .� ,��=_ ,�W_� va_ � ` ,. � t ., � 510 816 , �. , � -�-��. -.._r --_._ �_ O ti , � U HY�Rf��EE� SLQPES PADS , SF' OBTAINED BY A SEARCN OF AVAILABLE RECOftDS. T4 THE BEST OF OUR KNOWLEDGE THERE ARE NO EXlSTING �,: �� � ,� , 1 y - _ -� =� ' 2 , � , , �, _ .� � , * >-�, �, F , �, /� _. ��_. �`��-� -� -� t �= �-.,_ ,.. - 4 ,, ` S:'�� l t � � _ ------.�__._� _ � , , ., , , __ ;. _ �- - ° � ; 21 '`� ' � �., , ____._� TI 1 ? -- , �:: �;� �3� � l ; ,, �;� -_ --__�':���-_��` �_�, , 7`�--� ��- �r �_ _{-� -� -�- ._.._�- � �� � , `; 1 � , / , r �� ; � U L{T ES EXCEPT THOSE SHOWN ON THESE PIANS. THE CONTRACTOR iS REQUIRED TO TAKE ALL PRECAUTIONARY ,. _ ,.� , � ,, :i � __ -_� �«�..��;_ �-. . , < �.�,��� ,. . __,.. ,�_. ., � , , , , , ; . ; : �,t � , - , � . .� _ _ ,: _ ._ � �� � , , 3� � _ _- __ _�:: ;_ __ �_ , , �_ , � , : { 1 -- , , . ��� � ?,: �.-.�- ,- '1 2 � t � �- � . / __- �� � � ; U Ih€STA�E.�. FiB�� ROLLS PER DETAIL ON SHEET 8 , 11,78f LF MEASURES TO PROTECT THE UTILITIES SHOWN, AND AM( OTHER LINES OR STRUCTURES NOT SHOWN ON THESE � , � � � , 3� ; �Q- 29 R ; �-�----�°�---�� - - c � � o ` , ;;. ; ; Q =` l l� � � �� ZV i � � 23 � � """ E ;� f f, : I PtANS AND IS RESPONSIBLE FOR THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STREJCTURES. � �� �;�, �-�; �L� ''. �'''� �t� T ���p~ li � 27 + � � � - � ; ,-- , ��,, �� �, `.��, , � , 1 2fi Z� � � - -��-��� �� --.,_� � �, �.--- � 'u.'�. � � � �.�` ;. � � `��: ,:. �, � "�� ` :� � � .1 ��. �Z� - _ - .i �%, { � , � .. . � � . . � � .. . � .' "_. - ... . .�: � .�.� ` y,� �r � �... �- � �'` � � ,� 3� CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANClES TO TNE � � ��:;�;� � "� ��� a,''� � �. ����� ! � �= �a �w�- ���-��--=- --- ,.:,� � .� ,� � , � ; I ! � � �� �� ___ ' � �:� . :,�.��; , ; "� � ; f��'� � , E�C � EM�R�E�CY ��{)N'���4CT ENGINE£R PRIOR TO C4MMENCEMENT OF WORK. � ��� �� --� � �� , --_ � �-_�` ' ; ; ; ... ': _ � E 4 r � S0. �. : , �.: � � ; ,~ ; ;, , � : � _,. _� _._ � %�,,, ,, ��,� � SHE T r � ; -- :: , ,-� _, ;.�- ._ . _ - -�- , > �-=�-��-.¢ _rv:- �-.__ ���-�.--- ; i � � ,� , ; i � ry As o� �c��c� c�c� �au� ����cs�r�;� , . , .. �� ._ � �, _ 3.__ �_ __ . � ,,: i < < � 1 r ���1 �-� � A!. � c � ��� , ALL RETA(N1NG WA�LS SHOWN ON THESE PLANS ARE SHOWN FQR REFEREN�E QNLY AND ARE -� � T,-: ,�� -�^ __-�. �,_ -_: __�. -_ . _;.:::� ..}"' � `, � ,- �`` ,,, � , � ,_ � �. �_w - � TO BE CONSTRUCTED PER SEPARATE PERMlT. �; . � ��`�-t u _ _ �-�, =��` �. - _� _ _��_._.� �;,- , ,� ,•, 1 Q ,, � � �, 'I 2 1 'I 3 1. �4 ; ,,` �io �� t 1 ED/S(� (RESPQNSIBLE PERSON) AT �951� 531-49.�3 ,�, ,_�- - " �' \ � �.�,�:� � �-�� -� � 3 +� --f { -� �, �, 9 _ -=�,� � � :- � , i � �AS�-�j N (��-��v� ��o�� �vu����). - ;. � : _� , �� , _ . . � �1 ., �y. i '1 'F�.7 a' q � � : + � �'t y,��.-; „", r.�i.�-. ``�. •:✓,.� .. ... � �� � �_......._..._. _.. j I ` i . � ' � ' � ' -.�.. _.._.,.....�,. j� . � � }�K`�!�� r_.r , i 2 � ; , � . 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'l . �.,. �- � ,.� ---� ��� - v _ w �,� _ .. -;.:- � �- -- �:>�., . o , : � , _ -�r-____=a , ,�. __ _ � '_ � , � � g�;. ,! , __ _ �,�_�---.,.����:� ��_�_� :-�.. ���,� � - � �. _ _������� �.,,� �,,� DlSTl1�RB�ED AREAs , . .v � ���.��� �. � TRACT BOUN�9 ,„ ___ ____� � , _ � ���� �3� ��'� �� �� � -�� � 9 � � �..,m .� . _:�- � � � � �. , ��=�, , , ; ��..E . .r�.; � `� ,� ,_ � � � � � �' , � � __: 9 7 , �-�� ;� �� �_ , � , . _ - � , :� � � � i `�������.�_ �- �� � � � � XIS � �� ����"���� \ �.� � ,�.� acR�s � _ __ .! �_�I._--� ____3Q'_EXISTING S0. `_ , , , � �� - � � ��__. � y� TER �A� M. W p � `�� _ _. � _ � \ =-' _ ��.-� C� 1�l�.S �AS 88 ` - � / " --____ . , z , �,� . f ''� \ EM���T---�. � � `; EA�T�IWt�RK QI��NTITIES; � , �.,.__ �_ __ _, A�p , .. .---_ � AL � � �4 ' CO EASE�E T / RIGHT �F WAY � �� 1 � ._�- �-or�c cr�r.................................... z.sov e.r. o �l_. DRAINAGE LE�END � ' STING o� � -� ! °� � �l -_ _ � �� � � `� ,..�.._ ._--, . . . , �_ � , _ . �.: � WALL AND FENCE LEGEND 30 �X� T !�� j I ,,__ ___ _ _ _____ ._ _ _-_ =' ; � �,� i � � � TQ�AL FiLL.................... .............. 2,sno c.Y � , `; , � VINYL FENCE GATE AREA DRAiN E� � i 4 ' ` . � EDIS�N �. _ .__--�- � �, t � s, , � > TING S0. � ` ���?� �� � ! ; \ �-�_< PILASTER N HEIGHT WILL VARY N 4" PVC P1PE - 1% MIN. \__ � , ; ,+�� � � , \�` ; F�ISK LE�IE�. � V�IL�I� �C�o �-`����7$7S8 c�i � � s ;1 �. � 16.5 EX1S � , -� _- ---_- , _ , � � COUNTI�S GAS ' � _-___ --_, �. �� �o '� � �� f � _--- --__; \ f1�t"1r _ UR EMERGENCY CONTACT v ( � ��+ �.� ---------- 6 RETURN WALL (SPLIT FACE) � ,_._ � �v PAUL HERfGS7'AD v� " ` - - �RADED� SWALE AT 2� MlN. ' � � � � � '� � � - --- - - - s' INTERlOR PVC FENCE ; �, C0. EASE�IEN , j = � � .�, �,.\ ` � aAilE M�RCIER, FF � ��� � � I.�FJN�R HflA�f�"S 0� C�EIFOt2NFA I�tC. Mf�N�'L BAfCER ihIFERIVATiO!'�,4L c�- ; � � j� � � t ? i' � 98� �t4�lTCtTO, STE 302 � , � �/i' � �4725 ACTQN PARKWAY CQROiV�, �A 92879 �' 6'-8' PERIMETER BLOCK WALL (SPLIT-FACE) CLEAN OUT � i �f �I � ii � � � I � fj,-�.f' �� �� ~ tRV�NE, CA 92618 �� � � � , � f , � � THEME FENCE f'`� ,� _ , I � � ` � � � ,�,` � 9�1 � 539�-49�3 a - t , � >�: �, ��sa�E: (�a�) 2�s-as�n � � � SCALE: -�� 1 - 15a � � , I, � y � , , , �- RETAINING WALL � �, � 3 �-'' > ,; I � , ��i,. \ a� NOTE: SEE BMLA LANDSCAPE ARCHITECTS � 2-6' STEPS i � i �, � E � � ! ;;f, \ �, .� FENCE 8c WALL PLAN FOR DETAIL5 � � 1, �t : + � ; � ;�; � \��� � I , � � � l j ,�� � sr�� nr���. ��sc�r��iQ�t � ��� t � � - 1 ' ' �t � ,,�� i�;; � 1 �"iTt E �f��7' � �w 1 ��� � � . '`"�+.,�� ti +� � � �:�E � � 2-7 PRECf�E Gt?1k�1lNG I�ETAft SHEE?' `o I } ��� � , '� •••r„� l ( c�>j � - �' � � 8-9 ER4SiDN & S�41MEhfT CONTRtJL PlAN & L?ETAK �HEET �� � � # � � � �, \ o � � �`� � � � � � l i �z � ,{ 1 l � i � � , 1 � � IN �DEX �AP � � � � ; , �, � , � � � � �. _�_, _ , � � '�� �� � ��` `. ; � � � ..�� �` � \ � � � , � �� � ;� 0 �� � � , -� � � \ _ � � 1 ' � ��� a � i � � �' � � � � � � � � � j ? � S 7 � `� � ' ' `i` � ' WALL AND FENCING f NOTE: � �� � - � ¢ l Ii,i � � � � ��` �� � � StDE YARD WALLS AND FENCING PER APPROVED \ � � �� WALt AND FENCING PEANS ".��. �� � � � � . "� � � . � 414 _ t ; � y � Fa;,, t °` � � ��� �. � .�. � �� � TOPOGRAPHIC SURVEY SOURCE: SOILS ENGINEER: OWN:ER: °� TELEPHONE (909) 687-4252 GEO CON WEST, INC. LEIVNAR HOMES OF CALIFORN/A INC. `� UPf1ATED BY HU5KER & AS50GiATES WlTN TRADITJONAL D M NT ITQ STE 302 BAS I S 0 F B EA R I N G S LE�.7A L D E S C R I P T{O N � Q Stlf?VEY ME7't�ODS IN 2013 & AERIAL PHOTOGRRPHIC �1��� CORNING PLACE 98 0 C , � ME7HOQs, FLOWN d9/12/2003 8Y.• SUtTE �a� CORONA, CA 92879 BASIS OF BEARINGS FOR THIS SURVEY IS THE CAL/FORNIA STATE PLANE CDORDINATE LOTS i-32, 55-78, $2 8c s3 oF TRACT Na. 3s479 AS �`i�r� N MARIE7TA, CA 92562-7Q65 (951) 531-4923 SYSTEM, ZONE 6, NAND 83(1995.50), ADJUSTMENT AS DETERMINED LOCALLY BY THE IN BOOK 457, PAGES 85 THRQUGH 98, INCLUSIVE t�F MAP�, ' � INLANO AERt�4L SURVEYS INC. TELEPHONE (95i) 304-2300 UNE BETWEEN NAGS CONTROL STAT/ONS "ROSA" AND "DASH" SHDWN HEREON AS NORTH RECORDS OF RIV£RSIDE COUNTY, CALiF�RNiA � � K110W Wltat�S��OW. 7f 17 ARL/NGTON AVENUE, SU/TE A 33 5 9 30 EAST. � Call 811�o�yo�a��. RIVERSlDE. cA. s2�o3 i� LD 17-2977 ¢ 0 CONSTRUCTION RECORD DATE BY REVISIONS DATE Acc'� BENCH MARK DRAVI/ING I�O. � .���-`��-�. HUNSAKER fi� ASSOCIATE5 t� t� 3 !8 '�F �Ev'b Lu't5 5bS 5� WITN� �iJ S�1'� DP'(tor.l �j� aEr�c�MaRK: SCALE ���o e�oF Ess�o��`�` � R � E N E , � � � . t��� t�J� ���E���� �' � F R Q M T H E 1 N T. Q F R A N C H G A L I F O R N I A R D. A N / �, �1 t)D D L E'S �l3 I N L A N D E M P I'R E R E G I O N CONTRACTOR �' ��r � � # FRONT ST. 1.7 MILES NW ON ERONT ST. - HORIZONTAL I,`�� �" � ���t � , 29QQ ADAMS STREET> su�� A-�'5 RECOMMENDED BY. DATE: v _ � � JEFFERSON AYE. TO THE WT. OF JEFFERSON �� J" � � �r RIVERSIDE CA 92504 (951}352-7200 ,,, ''�. '� ,� � �+ .a� IZ� F �J SHT 3 0�� LOT Z W�S �I'G� �� LVr Zq �`r9 AND WINCHESTER (HWY 79)> 2.0 MILES NE ON l� a� � m � PtANPNtdG ■ ENGtNEERING • SURVEYING ■ GOVERNMENT RlATiONS �� �V��� ���� � � �� ��� � � �� � INSPECTOR WAS q„� WINGHESTER Rfl. (HWY 79) TO A BRlDGE OVER �jA � � �d. �$02Q �� � o THE SANTA GERTRUDIS CREEK, 55.5'E'LY OF f / PIANS PREPARED UNDER THE SUPERV1S10N OF , 1 s� \ � APPR4VED BY: DATE: � S � �" s�. � D � GENTERLINE OF WfNCHESTER RD. {HWY 79} AT VERTICAL � �z- � m ► F ��v �- rs 2 q �3 v5 2� ���76 w T+� � � {� ,,pA SE LY GOR BRfQGE �VER SANTA GERTRUDIS q C J V ��. ��/ L%� PATRICK A. THOMAS: P.E. � aATE COMPLEi�ED �� SV1.�-�E D��� � t'�'��� �•/aJ L,l+'�"tD'�/ GREEK 4.5'N'LY OF S'LY SIDE OF CREEK. ,�\��F �F AL�F��,_•/'/ ,,•► d �"� DATE: � ZO B DIRECTOR QF PUB�.�C 1NL�F�KSfC1"�Y E�D�il�EER T�'rLE SHE�"i' ELEVATION BASED UPON THE NGVD 29 DATUM �A \��\�`.�.�..,��� R.C.E. N0. 44223 SHEET OF p U.S.G.S. BM. N0. T 46-81 ELEV. = 1097.16 PAUL . HUDDLESTON, JR. R.C.E. N0. 58020 7 � � � L�� P,L. 5' �I{N�: 1. SEC�1'ION „A_A„ APP[�fES WNEN THE 3. IN N0 CASE SHALL TNE SWALE -� F.L. �OP�1't3E Q�' DIFFERENCE fN PAD ELEVATIONS FL�WLINE BE 1.O�ER TMAN THE � ��E1 F� l0� N0. ���1 �� 3' MIN. �9 �j {�� Pl��l��W� EXCEEf7S 1.4'. BOTT�M OF F0071NG WN1TH1�1 � 5' FROM BLDG. LINE. ����� 5' MlN. 2. SECI'IC3N „8_B» AAP�I£S Vd4�EN TH£ R�W 49' R�w Q� z F.L. DiFFERENCE iN PAD ELEVATIOI�S tS 4. PROVIDE �' WiDE BY 1' HIGH BERM =� 3' MIN. z 1.0' QR LESS> & THE EXTRA DEPTF4 OR �QUI�lAt�ENT AL�ONG THE TOP OF � 12' TYP. (1t�' MIN.) � .� OF F40TlNG fS SHOWN 0#� THE AI�L FP�.L SLOPES 4VER 5' NIGH. 4.5' 96' 16' 4.5' GRA1�iNG �c STRUCTURAL PLANS. 2' S.0' 4.0' 0.5' 0.5' 4.0' S.0' 2' F` F` °° 2�P�ll�i. � J .� `�., �� P.U.E. +0.05' P.U.E. ��P �,� � �`L C �, �2- � � � 3:1 t�AX. � f 2q � zc � zC PAO ] � ° 8"MIN. � r�o� LEVEL L/NE 2•� . .. - �C' - �t �\' `/� \ �"` ��{ �j `�, {} f ' . . e - - -,.rL./o=- - - - - - . 1/ . ( - _ _ _ _ __�� - _ �• � � ` L G ��I�.Y. \\CI ` C.J98iY1�{�r 1 p,� i �u � r�.{.�. . . ��'. 12 a � � . . . _ N �.� . _ � F F ELEV r .'� <., .... :,.. . .. .:... . . , � �9 • „ ._..... TYP -: -�:._...._,..: . ..:�.: .:.::.� . TYP . , .... . . ., ...: ..;.-.:. .. .. . ... ...... .... .,._...: - � .:,,..�..:... .. . . � � � . ., „ - � . .. -. ,..:�: .:. .... � N � PAD ELEV � . � *� � � „ - -f 12 M{N.-1 STORYI �, 12 1 , �, ���E�+l�20�MAX �c�r �� , , ROUGH GRADE LINE � � 2 1 18 MIN.-2 STORY TYP d TYP q B ^' � �.�.. CONCRETE SIDEWALK C4NCRETE SIDEWALK ����' ���'�' ������' 1�"t�f�l'.-9 STQRY 12' TYP. z � ADDiTIONAL STREET 1lNDERCUT FOR ** EXTRA DEPTN OF FOOTING TO BE " 10' A�1N. -' � ��. STREETS WITH STORM QRAIN QNLY ��� �,�� ��� �,�� oiMENsioNED or� p�Ns �$ ►���.-2 STORY ��� �a�� �� � G.F.F ELEV. B.S.�. ?' �� AT LEF'f' � MULBERRY COURT, BLACKTHORN STREET, ALDER COURT � T� ,� �- A ��' Q,� � . K�A COURT & LINDEN Ct�URT �STA 7+39.59 TO STA 16+75. � a � ����' °�° �7� (PRIVATE � �< � ,� � o � AX. ELEV. N.T.S. � � p,\, `="`�,,,,--.,.�-`"-`;.._ $"MfN. - a � . . ,. T.f.=6.0, A.C.-4" C.M.B.=6.5„ N F��Y �, 'P.L. � � ._..:. � � _. R=30 cuRa FacE ��.� �- 5' MI�I. 5' M1N. ¢ �P���i ~�'r-it\ O � ,> G' DIRECTION OF FLOW �'' �.L. , �,L. '��� � 12 MIN. '�' �' W 3' ��N. 2 3' MlN. W T�P OR Tf}E QF 4�MlN�2C3�MAX for 3� -' EXTRA L3�P3H ' � �? � SLOPE SNOV�IN ON PLA�I then 2%Min�2C3%MAX. � � OF FO�TING TO c� #� sf o BE �I�iENS1�N�[� � R/w 37, R/w TYPICA►L LOT FINISH GRADING „ „ m o� ���vs � �.o� oR m �E�TI � -- C N.T.S. HIGH PaQ � ��ss ,> ., 1YPI'CAL. REARYARD GR�QING � , j LOW �'AD PAD � �"�3� 4.5 16 96 ELEV. \�/ ° . � 2��lt�. PAD 8,.��-�-- 2' S.0' 4.0' 0.5' D.5' S.0' 2' 3:�MA,X. ---= � � P.U.E. +O.DS' P.U.E. �P 12"MIN.-1 STORY ;�� G"N�11�. ��EV. � � / -9 ,� 1. SWALES TO BE CUT iN AT 2� MIN. 18"M1N.-2 STORY� � i ' 2q � ,�2q �,• PR{OR TO BUiLDiNG CONSTRUCTION. ` � 2�f��1�. - - -2% - L�VEL L1NE- - - - - - - 2�- - - �, " . . r? �:����. a � �� 12 ' a<:..>.,�..:...: ,: ..~:_... ,. :-... :.. `� � .. -�'> .:..::..:.:.: . : -� , 12" •�' 2. A PAVEQ DRAINAGE SWALE 4�h�1�2#7�P�AX for 3' ��„MiN.-1 STORY , � �;� TYP � ; .`- - TYP �v-f- CATCH BASIN 8c PIPE , OR OTHER ** EXTRA DEPTH OF FoOT�NG TO BE tlten 2�Mirr�20�MAX. 18„M{N.-2 STORY . 12�� 12��� bIMEMSIONER ON PLANS SIMIUkR DRAINAGE DEVICE IS CONCRETE SIDEWALK �P �p ADDITIONAL STREET UNDERCUT FOR F�IR�EPLACE OR�PORTIO��OF �c�;����' !s� �- �!� 6"TYP. STREETS WITH STORM DRAIN ON�Y THE BUI��ING EXTENDS WITHIN �" ROUGH GRADE LINE MINIMUM ESTABLISHED DRAINAGE SETBACKS. LiNDEN �OURT (STA 1 +84.34 T� STA 7+39,59�PRIVATE� ��� N.T.S. ACCfSS EAS�'M:E.�IT T.f.=6.�, A.C.=4" C.M.B.=&.5" 2' 22' f' R=3Q �.�� r.�; �P 1'/� 2�' � `�'� � �, .�:� , -D-."". ' _ ff ��-��� � � � ROUGH GRADE LINE :,:':: .� - ._`� : . ' ,, �.�t _�_�� _� �11�1.$ . R/W ��� R/W SIDEYARDBLOCK WALL ADDITIONAL STREE( UNDERCUT FOR 6"TYP. �� 2% M{N H'f' - � - - - STREETS WITN STORM DRAIN ONLY � 1181.3TG S-1� 1181.3TG 1 1� 22� 20' 24� �' OR RETURN PER DE[AiL . _ , �, � . � A HERERON. � �S(�.ZINV • � .`��� ; 1180.41N � � PRIVATE A�CESS �A�`����� �� i��TS �2 �C 83 � N `�' � Q � �� �.2 � �. � �.r.s. ��, `� � � � r.i.as.r�; �.c.Y�,� �.�s.s,=s.�,p � TRAIL �`P�` R-=3D 1182.2 6 2 6 12 ES MT. '� �� 0 __ C „��.�� � � , � �� ---_�____ ---,-� z +0.02 ,> � .....'.'.'.'.'.'.':. �; �� sw� ' ��o.oc�v 3 1 AR � �. p � � LEVEL UNE ,�_ _ _ _ �-- . ---- - - - . N�TR CTfON NOT�� � _ , ,; r� ,.. __ . . � : _ . � ,. _� . 12 . •,; . �, :.. _.. ��_ _>�.----�-�- ----- -�---- � : lYP �9� � 3 FF- 1182.97 3' N: EXISTING C&G �2 TO BE MAI TAINED � �1 lNSTALL AREA DRA(N PER DEfAI� ON S1�EET � ��82.� . GRlND AND OVERLAY EXIST. Typ - � 1181.7TG � ADDITiONAL STREET UNDERCUT FOR BY HOA �-- -- T�� HP PAVEMENT 2" MiNlMUM THICKNESS STREETS WITH STORM QRAIN ONLY �2 CONSTRUC7 CURB �UTLET PER DEfA�L a�l SFi�ET 2 �, � ; � �8�'��� � 6"IYP. . �3 INSTALL 4" PVC (SCH 40} PIPE AS SF�O�N �3N PLA� 1381.8TG i' • � V I A LO B Q �P U B LI C�_____ ROUGH GRADE LINE � � --- -- ___ - ------_ 1 ��INV � � � 1182. °�i' N.T.S. f1NiSH SURFACE NaL� BLOCK OUT AT �4 IN5TALL AREA DRAIN CLEANOUT P�R �?Ei`A�l�. C��! SNEEf 2 ( ���� ��, � T.1.=6.O, A.C.=4�i C.M.B.=6.5„ GRADE FOR DRAINAGE > r� �J � �I�Z.�7 C� R=30 � �5 INSTALL 24"X4" iNSERTA TEE _ _ 3 i 182.QFL GB i �6 HALF BL4CK OUT PER DEtAIL 0�J 5NEET 2 � �8�•2 � 1180.61NV,GB �' DRAINAGE THROUGH WALL QETAIL _ __ "� ���� ��; �, ��2.05 � �- t- � � NOT TO SCALE O7 CONSTRUCT RESiDENTIAL DRlVE1�AY PER C17Y OF TEMECU!`A �TD. 2Q7 � ��� �7 ����� � � ----- ___-___------------ - -- - - - .�_�_ _ � R/W 11I0' R/W �8 1NSTALL RETAINING WA�L . � � ��.��Sf�.72 � � : � � 1182.1 FL GB � � = 1179.7€I�l,GB � Q -� °�t�__-- : �-s '� 12 86 12 �9 CONCRETE PAVEMENT DRIVEWAY � �-__"__- "-.`�- "" g�.�s '" c 1180,8�G � , 1Q REMOVE AND REPLACE EXSTING DRiVE1�AY PE� �!"TY C3F T��l��Ut.,A STD 2�7 � �`� k _ °,` 1180.31N�1 � � O . �. a�. ��}� '.� � r------_ . � U TRAI� _ '�1$O.�J�G '� b�-------`---�`� F'�t1uV __---� � � __.�.------ ,,,-�.--- 7' 5' 36' 1 ' 36' 7' 5' ESMT. �179.61N'� __--- _____- � �� i -` f)lRE� !t?N, �--k-�- . _�ts �y �, � CONCRETE SIDEWALK T.G. E�E1f. 2 . ___�- ��" ��Jgg W=t 7 °-� .� 10" 10" LIGHT DUTY A.D.S. SQL1D � ' �'�Q� � -�________ ?q -2% SPEED-D-TUFF GRATE ���� ��q�� ��` � ` - --�--�-4.-r. �2q ..._.. -__._�_ _ , . � :. `�: �:: : .: � .`� _-___.__.__ �q__ a --- ,.,:-�'--;-; ....•.-•::.�.•.�. N.D.S. No. 1212 (GREEN) CO�ER OR APPROVED EQUA�. �o ; ' ST JSTA. � '� __ ... � „ ,, , _ � __ _ _._ �R APPROVED EQUAL _ _ � � w . , . . . - _ ; ,,.. ..-__ -�____ , .. � :. ., ... . � -�=�-----._._ � �`�_._,1--- � T.G. ELEV'. 12» �` 1�. .G. __ _�_ w � . .. ` fl�.-�ifE ,-� � �w .. .:. ,,. ,k. 1 .,�..,��_:_._____..___._.___._.�. ._.^,_. �-.--�-�---� - _._ --�--� i -4- � - - __.____._____,�_� -� .,: � :_: , ; :. , (SEE PIAN) k._. oG PAl►VTED MEDIAN TQ BE MAINTAINED 2q ��jy• �.�. o EXIS�iNG C&G EXISTING �&G BY HOA -=-"` , � o MiN• .�. i i�;�� 6„ A.B.S. PiPE RlSER i � 2�-;-�-�-, ��,� - ��;�,i��i��i.� � � � ��,,f� %�/����, , � (� /� p (� TYP0��4� ���T � �RA{D�I��I�� � ;'��„/, /�/% � GRATE HO�USING �� . � WYE, T'E'E OR EL8(3W F1TTfN� �ti.i N�1������ ��f���� � �P� D��1.�� � w ADAPTER N.D.S. No. 1221 � � � � m g REDUCER OR APPROVED EQUAL �,� !S h'fQdllREt� N0�[' TO SCALE � N.T.S. � � PIPE RISER � 1. ALL FlTfING BY: NATIONAI DIVERSIF[ED SALES WC. OR E4UAL}, t� „ Q � PLASTIC TEE 255o AZURITE CIRCLE � � � NOTE: �QR BINDING A.B.S. Tf3 � � N£WBURY PARK, CA 91320 � `- P.V.C., CONTRACTQR TO USE � LEGEND OF ABBREVIATIONS � SYMi3OL� �'d�' M� ' 2. REFER TO FINISH GRADING. i ���D�O#� 194 SO�VENT OR `-" 4" PVC SCH 4� 3. DO NOT G�UE GRATE OR RISER TO PIPE. � T.C. TOP OF C�RB -��-- 100 --�- EXIST. CONTQUR (NV. ELEV. (NEED TO BE ABLE TO REMOVE FOR MAINT€NANCE PURPOSES.) �� � PER PLP,N 1.(?�" t�{hl. `� F.L. FLOWLINE ELEV. -----------jpq PROP. CONTOUR (SEE PIAN) 4. GLUE: �I.P.S. WELp O�P' � 773 50lNENT (MEBIUM BODIED FAST SEf ° •� ��` T.G. TOP OF GRATE -- PROPERTY LINE UNLESS QTHERWISE F4R ABS PIPE THRU 6" � ; �`. p N07ED ON PIAN. 5. WHEN MIN. DEPTH REQUIRED IS 7', USE ONE 90'' ELL 4" ��� ��M �� INV. ELEV. � E;� G.B. GRADE BREAK 2� _ STREEf FLOW RATE �,�� �;�� N �„^ ' NOTE: DO NOT GLUE GRRTE OR RiSER TO PiPE. �E� p�q�J �_• � INU. INVERT OF DRAIN -�"' � -� GRAaED SWAL.E ( � ���° �`h � {NEED TO BE AE3�E TO REMaVE FOR MAINTENANCE PURPOSES.) ���-��� �����'���'� o N.T.S. NOT TO SCALE - - CENTERLINE ����R �}� p{��, c� '"' , ��4 R.G. ROUGH GRADE � �LOWLINE � 2" SQUAf�E �NLET . DETAlL � " T.D. TOP OF DIKE ,� _ _,�,_ , � _ DAYLLGHT I.INE � A��� ��A��� ��.EA��UT C�ET��L. `�- E.P. EDGE QF PAVEMENT - /IIMiTS OF GRADING KIIOW What���IOW. TOP 0� SLOPE �- METAL HAND RAILINGS N.T.S. � � NOT TO SCALE ¢ Ca11811���y�d�. TOE �F S�OPE ����--- CUT/FILL LINE ��'� 7-�C'��� r� CONSTRUCTION RECORD DATE BY REVISIONS DATE ACG'D BENCH MARK p ���-���� HUNSAKER & ASSOCIATE5 "�'�f ¢''��° �`�/� ( � �����'�' ��� o �Ct1�E q� BENCHMARK: '�,.1QROFESSip��\1\ ' i R v � N F , i N c . �� 1 d 1,}! �I�tV1��i�dL� �' FROM THE INT. QF RANGH CALIFORNIA RD. AN ���c,� NVd���s � ��} INLAND EMPIRE REG�ON � CQNTRACTOR .:. HORIZONTAL /�,� � RECOMMENDED B'Y: DATE: a� FRC?NT ST. 1.7 MiI.ES NW ON FRONT ST. - / 4 F�• TCJ� F � � � i�� 2900 ADAMS STREET> SUITE A-15 _ JEFFERSON AVE. TO THE INT. 0� JE�FERSON �c.� J'`� � � RIVERSIDE CA 92504 {951)352-7200 �`� °"���,�� ,. `�'�� '� ��� ���.�� �� � $� AND WlNCHESTER (HWY 79), 2.0 MII�ES P1E ON �� ,tt�, � m � PLANNING ■ ENGINEERING ■ SUR'VEYING ■ GOVERNMFJJ7 RUITtONS � � � INSPECTQR WINCNESTER RD. (HWY 79) TO A BRIDGE OVER N l A fj � N 0. 5 8 0 2 0 ° ,,,fo THE SANTA GERTf2UDiS CREEK, 55.5'E'LY OF (��� �'� PLANS PREPARED ER T SUPERVISION OF APPROVED BY: DATE: '/� t� � C E N T E R L I N E O F W f N C H E S T E R R D. (H W Y 7 9) A T V E R T I C A L J' �z-f ''��'� °� DATE COMPLEt�ED SE'LY COR BRlDGE OVER SANTA GERTRUDlS i 9�. t V � �/ j CREEK 4.5'N'LY OF S'LY SlDE QF CREEK. �,l F C �, q��/� P A T R I C K A. T H O A S, P.Ee ELEVATION BASED UPON THE NGVD 29 DATUM N�A ��\ �fi C A 1-OF.=-"� QA�"E: Z!1 DIRECT�O.o44ZZ3�:� �����{�1� �������� ������ ����t � u.s.c.s. a�. No. T 46-81 ELEV. = 1097.16 ' ��\\'�.ti�-~�. . R.0 E . SH�ET Z OF � PAUL HUDDLESTON, JR. R.C.E. 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O2 �CpNSTRUCT CURB �UTLEf PER DETAIL ON SH�ET 2 �s���� � ......._� {.........._ .'_�r�._��___._ ._."._"�__. _ __.....�. ___._.,_.._. .... ___-_ ,. ... . .._....___.__....,.._._,__._.__._......., ._ .'_'. .._....__.. ��T _____________ �� RETURN WALL (SPUT-FACE} - - - - GRADEQ SWA�E AT 2% MIN. � �INSTALL 4" PVC (SCH 40) PIPE AS S�IO�tN ON P�:A�1 �+v _ � -._ -- - �_�_�_ o - -- - - - 6' 1NTERIOR PVC FENCE �4 INSTALL AREA DRAIN CLEANOiJT PER DETAIL t3{� SN:�ET 2 �" � , CLEAN OUT ____ . ....._ ...___. _ .___. _ ____ _____�.___ __...� ___. _____.__.----- n � 6 -8 PERIMETER BI.00K WA�� (SPL1T-FACE� � O6 �HALF BLQCK OUT PER DETAIL_ON SHEEI' 2 ^ ^ � a TH'EME FENCE --- ,�! �7 CONSTRUCT RESIDENTIAL DRIVEWAY PER CI°1'Y �JF TEMECE�tA STD 2C�� 0 10 20 40 6Q 80 -� REfAININGWALL ___--- -__ ._.. .._.--- __.___ __._ ---_._ _____ _______ __-------�--_ _---_ ___.___ _ _ ____... .______.�_ _.------- �' Know what's b�IOW. � 2-6" STEPS � GONCRETE PAVEMENT DRIVEWAY NOTE: SEE BMLA LANDSCAPE ARCHITECTS - -- --- -------- - ``' CaII$��beforeyoudig. FENCE & WALL PLAN FOR DETAILS 10 REMOVE AND REPLACE EXISTING DRNE4VAY P€R CI1Y cJF TE4��C�1LA ��D 2�7 S�A�'�' �» � 2� L[j� 7���'�� Q --� GONSTRUCTION RECORD oATE BY REVISIONS DATE acc'o BENCH MAf�K xvNSAx�rt & AssoclATEs DRA'�IiJING N0. � SCALE ...�-�..�-��.� I R V 1 N E , l N C . ���Y �F TE�IE�U� v 12 18 DF 3 SHT. 3 OF 9 LOT 2 WAS 4CR AND LOT 29 WAS 4BR 2 BENCNMARK: -- �\ �- � ' � FROM THE INT. OF RANCH CAt_IF4RNiA RD. AN ,---'"QR°��SS`�a�q��� � INLAND EMPIRE REGIQN `` FRONT ST. 1 J MILES NW ON FRONT ST, - '-^ � � /��� S�U��o � l� , � RECOMMENDED BY: DA+TE: � CONTRACTOR REPLACED SHEET 3. HORIZQNTAL /� � ,� F 1 2900 ADAMS STF2EEf SUITE A-�5 JEFFERSON AVE. TO THE INT. OF JE�FERSON %�4y�' �'��c�ljj RIVERSI�E CA 92504 �(951}352-7200 T� ��' „ �� . ���� '� .� ��,��� °' � � �EV�D �oTS a, 25, Z8 �„ Zq �/�'�"}} AND WINCHESTER (NWY 79), 2_0 MILES NE ON N�A �c� � N0. 65501 a m� PLANNING ■ ENGINEERING ■ SURVEYING ■ GOVERNMENf RLATIONS � � WWGHESTER RD. {HWY 79) TQ A BRiDGE bVER 1jw ml DATE: � ����� � ��� ���� m INSPECTOR � r �y•��, ��� > � � �I s V�T'E C��P�T�O� R V D VY�+" C�[V'�i� �� THE SANTA GEftTRUDlS CREEK, 55.5'E LY OF � � LANS PREPARED UNDER THE SUPERVISION OF CENTERLINE OF WINCHESTER RD. (HWY 79) AT VERTICAL �l �' C �. �/� � APPROVED BY: s �/ DATE COMPLETED cREEKco5 N�a QF 4vLY SIDETOF CRTEE DIS ll�\`,F\\pF����\���i-'� � , �. (p Z Iq� PATRICK A. THOMAS, P.E. � o N/A `~�-'�.�. �, DATE. � i DIRECTOR OF PUB�S� V�(�RKS C!�'Y ��GIi�EER ELEVATION BASEQ UPON THE NGVD 29 DATUM ' R.C.E. NO. 44223 SHEEC OF o US.G.S. BM. N0. T 46-81 ELEV. = 1097.16 ' `�3A ELLE SAUCEDO F E 0 R.C.E. 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NOTE: SEE BMLA LANDSCAPE ARCHITECTS � 2-6 STEPS 9� CONCRETE PAVEMENT DRlVEWAY SCALE: 1° = 2�' � C a I I S��b e f 01�y0ii dig, F E N C E & W A L L P L A N F O R Q E T A I L S 10 REMOVE AND REPLACE EXISTfNG DRIVEV�AY P�R CI1Y �F TEMECt�iA S�C7 207 �,�� 7-���'7' � CONSTRUCTfON REC4RD DATE BY REVISLONS DATE ACC'a BENCH MARK [�RAWIN� �I4. p ..V--�-�-�-�\ HUNSAKE� & ASSOCIAT�s o ¢ ! D� REY'O L.OTS � � I� WIT� � SVITE BENCHMARK: . SCALE ��,..=QROFESS/QN�\�\ f i R � � � E , � N � . ���� �� �������..�i �' FROM THE lNT. OF RANCH CAUFORNIA RD. AN /�'�,� �1t)aDCF'S � l� INtAND EMPIRE REGFON '� CONTRACTOR Tr('f . ��/r D �� FRONT ST. 1.7 MILES NW OiV FRONT ST. - HORIZONTAL f�w� ¢' T ��j �' � SIfITE A-15 RECOMMENDED BY: _ OATE. , v JEFI=ERSON AVE. TO THE INT. OF JEFFERSON / ti � c;��) 2900 ADAMS STREET, - 2.0 MILES NE ON �-' � x, y (l RIVERSIDE CA 92504 (951}352-7200 �� �(�4�`� � ��"C'� ��'�� � AtdD WINCFIESTER �HWY 79), � r.i. , rn f PLANNING ■ ENGINEERING ■ SURVEYING • GOVERNMENT RLATIONS �� .� WtNGNESTER RQ. HWY 79 TO A BRIDGE OVER N�� f s:..i Nd. 58020 �I a INSPECTOR ( ) , , �1 cz �-,f THE SANTA GERTRUDIS GREEK, 55.5ELY OF (�r � PLANS PREPARED UNDER THE SUPERVISION OF �s � � ��� � D��� ��„�� CENTERLINE OF WINCHESTER RD. (HWY 79) AT VERTICAL i s �. / APPROVED BY: DATE: -��� m SE'LY GOR BRIDGE OVER SANTA GERTRUDiS �'`� � �- �� PATRICK A. THO S, P.E. n DATE COMPLETED Ct�EEK 4.5'N'LY 0� S'LY SIDE OF GREEK. ,`���F �F' �A`�F��_,_,�� N/A \ G� DATE: � � DIRECTOR OF PUBLIC �faRKS f�{TY E�GIt�EER � ELEVATION BASED UP�N THE NGVD 29 DATUM �\,�,.,�-�-.`-.`-.�� PAUL . HUDDLESTON, JR. R.C.E. N0. 58020 R.C.E. NO. 4422� Sf-IEET � C}F � o U.S.GS. 8M. NQ. 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SSOZO ` � � PLANNiNG ■ ENGINEERING ■ SURYEIING ■ GOVERNMfNT RU�TIC)NS �� ����ri�/ - LQT� �'���� � �'�'��� Q INSPECTOR WINCHESTER RD. (HWY 79) T0 A BRIDGE OVER f � �''+� 3 $ � P������ ������ ���� � THE SANTA GERTRUDIS CREEK, 55.5'E'LY OF �t� �/ PLANS PREPARED UNDER THE SUPERV1Si�N QF , CENTERLfNE OF WINCHESTER RD. (HWY 79) AT VERTICAL {i cP Q f APPROVED BY: C�ATE: _a�'..�.. m SE'LY COR BRIDGE OVER SANTA GERTRUDIS i�`9 C� � � �. �//'/ PATRIGK A. THOMAS, P.E. � DATE COMPLETED cREE� 4.5'N'LY OF S"LY 51DE OF CREEK. ��A t``��\ �� eA��FO��,-�"� � QATE:'�' � DIRECTOR Of PE��LIC �VC3RKSfGIT�' ��dGE�EEF� ELEVATlON BASED UPON THE NGVD 29 DATUM �\���-`-�� PAUL R UDDLESTON, JR. R.C.E. N0. 58Q20 R.C.E. N0. 44223 SHEET � OF � c�,� U.S.G.S. BM. N�. T 46'-81 ELEV. = 1097.16 a � �� � � \ f �..,,;, - __ �--"`- '"',-.. 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E . ' ,� � �' , , � � f �� ; t ' �, `,�� - `�� ��� ; '� � ` � � � CQNS�RllC� �TABILIZ�D [3�21V�V��X EI�TRA�l�£ �'�R [�ECAIL ON SI�E� 8 i � ,� � � ` � l 1 � �..--- } � , �� ' � . e � ` ', 4 � �� ��, �_--- � ,1 1 � � � T, INSTALL SfLT �ENCE PER DETAlL ON SHEET 8 � '� ��� ��� ����� �t �t ;1 ; �� � I ` �.� � �j � ; \. p , � � z , ti + � � � � ; � �-� t � �� u ��, � � 3" �MIN. OPENING BE71�4'EEN � U . HYDROSEEa SLOPES PADS < < 1 ; � � C. ' � { t o t i.i � ��' �� � t. �� �t �� t . ��, � �i ��� � � ��} '��` ��� �' ' Z o GRAVEL BAC`sS ON TOF ROIN � � � , 1 , � � � � ' � , 1 �i;,, 1 �. �t s � ,� �g; t � '� � , S �1 , ' . i�� . . � q � � �� � � � ` `,, , ; R i � � 51 ', '�� ' k� '� � � � 1 ; � i � ��: , ;� � �� � , �� �i � E'; E, , . __; � �V INSTAL� FigER ROLLS F'ER DETA�L ON SNEEf 8 Q -- '�� �� ���� �`�� �ti l �j �� �d�� �� �� � �� � ` � � t � �� � '- I ---� t.c� --_'-�' \ �' � 1 � } :�, '�' 1' � •.. � � �'� � ' � � �i , -" � �� �t �� � � t� � `t� ."�J . � �. �'�� � i-���� � . � , �, }, T � �} � '� , ; � � , ; � ', � STABfLlZED CONSTRUCT/ON ENTRANCE SPECIFtCATIONS � , 5� � =1 ° ` ' ` � °' � � � s `� ` 1 M RJAL R ON TRfJGT/ON 0 HE PA� SHALL 8E CRUSHED AGGREGATE �NNSAKER -�+ .. , , �f � p� ; � . TH� AT� Ffl C S f" T „ � �'� �'� �`� � / �, � �'��� �� �� � � �` �'' � �e;'� � `�. � � ` � �RFA�TER THAN 3" BUT SMALLER THAN 6" ca �S TYP � ', `, '�t�, �\�� � � �,� �Y \ � ��� ` �, '�' � '�� �� � � 2. TH� THICKl�IESS OF THE PAD� SHALL NOT BE LESS THAN 3 lNCHES. �p.0��� � o0 �< < �' �� �, `\� `� `� � \ �'� ' � ,� �� 3. THE WJDTH (?F THE PAD SHALL NOT 8E L�'SS THAN TNE FULL WIDTH OF THE \�• � N 4°.� ��� + `, ', \ \ � '1 \ �� ',� ��: � �, '� � DRIVEWAY. � g � � � �•,v,••� , � � �l i l� � � D _ , � � � l ' `, `�, � � � �. � �`` 4. THE LENGTH OF THE PAD SHALL BE AS REQUlRED, BUT NOT LESS THAN 20 FEET. � ,.,. �`� � � �, '. ��. \ � �\ z\ . � �, �, 4 � �> �, � �� p �� 40 80 120 i6Q . �, TYPICAL GRAVELBAG ������ � � . +�HE�KL�AM DETAIL „ a, „ „ � �nowwhatsbelow. �TABILIZED A�CESS AT EA�H DRIV�WAY � � SECT/ON Q — o S��'�: '" _ ��' Q Gai1811�a�yo�a��. NOT TO SCACE NOT TO SCALE NOT TO SCALE L�� �-��77 � CONSTRUCTiON RECORD oATE eY REVISIONS DATE Acc'� BENCH MARK D����� �� � ����`��.� HI7NSAKER & ASSUCIATES o SCALE �� o\ , . �i��� �� �����.r��..� � BE1VCHMRRK: /,.,..---Q OFESS/ N��` i a v i N E i N c FRQM THE INT. OF RANCH CAL(FORNIA RD. AN /��,Q N�QDCF S � ,, INLAND EMPIRE REGION � FRONT ST. 1.7 MiLES NW 4N FR4NT ST. - ��c,� �' �O �7.�'91 � 1 RECOMII�ENDED BY: D A T E. v CONTRACTOR HORIZONTA�. /� y �,i 2900 ADAMS STREEf, SUITE A-15 9 � JEF'FERS�N AVE. TO TME INT. OF JEFFERSON �� ,J� � l� RIVERSIDE CA 92504 {951)352-7200 �� �j�'�,�� • ���� '�i�,�' ��:�1�� $� & �� .c AND, W1NCHE5TER {HWY 79}, 2.0 MILES NE ON ��j pQ '%� �� PLANNING ■ ENGINEERING ■ SURVE11NG ■ GOYERNMfNT RlATIONS � INSPECTOR WINCHESTER RD. (HWY 79) Ta A $RIDGE OVER ��A � w NO. 58020 r,-r� o THE SANTA GERTRUDIS CREEK, 55.5'E'LY OF �j � �/ PLANS PREPARED UNDER THE SUPERVISION F = , ��Q���� � ���� ��� •• CENfiERIINE OF WINGHESTER RD. (HWY 79) AT VERTICAL �� J' �-� ,�,--' APPROVED BY: DATE: �+ � SE'LY COR SRIDGE OVER SANTA GERTRUDiS � q �' i V `�- �,��' ' /'� PATRICK A. THOMAS, P.E. �Q'�T��� ���� � ���l�1�L�7 0 DATE COMPLEfED cREEK 4.5'N'LY OF S'LY SIDE QF CREEK. �`�,TF p� ������''� K DATE: ? f�P✓ DIRECTOR 0� Pl1BLIC '�i�O�KS��I�` ENGI�3��R � EC.EI/AT10N BASED UPON TME NGV� 29 DATUM ��A ���.\�.��.�.�`.,.�'-" PAUL R. HUDD SfiON, JR. R.C.E. N0. 58020 R.C.E. N0. 44223 SHEET � OF � c� U.S.G.S. BM. N0. T 46-81 ELEV. = 1�97.16 ' --� � _ _ �:`. .�� � ...,. .. , ,. ..,,� ...�.... "-`-_--�-.: � _ r .." - +` ,.':/ � _ " � . / � �� ° r�� . � : ,.w .�,. t, �.k .,�< __ ._ --,____-_..... , a � .__�j..____.. . 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'...__..._. . � \ p . . 7 F)t , 7 'T. � + � � ". , �.,f,J I i �� �' /; ` / , / `, � � __.._... ___I I __ _ � ,� � } ....,� 7F� (f = i 1 �. �`-..- �•-_-_,- ,. _ _ . _ . __ ,• � } �t � � .,,, _ __,_, ._- _ . , ,.�,� w J ` � . . __ � � � � �Q L.EGEND QF ABBREVIATIONS & sYMeo�s +CONSTRUCTION NQTES N - ---___----------- ----- ----_----- - _��__v _ a �-_� �- T.G TOP OF GURB ---- �00 --_-- EXIST. CONTQUR � �Q �CONSTRUCT STREET GRAVELBAGGING PER D�'T'AIL 4N SH�Ef 8 � ��� � �- �:: . F.L. �LOWLINE EL.EV. ----------100 PROP. CONTOUR �--4- - _ � �% ` � �N-� ��?r� T.G TOP OF GRATE -- -- PRQPERIY LINE j �R CONSTRUCT CHECKDAM PER DETAIt ON SHEET 8 <<x � , ,��;4 a� ;� , . ,.�n ��• G.B. GRADE BREAK 2% _ STREEI` FLOW RATE � ..._.._--t ------- --- -.---- ---- - --.-- '� �S I CONSTRUCT STABILIZED DRIVEWAY ENTRANCE PER D�TAI�. 0� Sl��ET � � �'3` ;.� � ;�; INV. WVERT dF DRAIN - ---- GRADED SWALE � � �>.<: k,;� N.T.S. NOT TO SCALE - - CENTERLINE � Q :,.<::,,k. _ _� � I T i INSTALL SILT FENCE PER DETAIL ON SHEET 8 �` .,,, ',."'.° � R.G. ROUGH GRADE C� . 0 2{3 �0 80 t 20 16{7 ,..< '" FLOWLINE _____._�_._ _._.______ ___ ------ --- � , <. T.D. TOP OF DiKE � v E.P. EDGE OF PAVEMENT -'�'- ��'- -'�'- DAYLIGHT LINE/LIMITS OF GRADfNG �U �HYDROSEED SLaPES/PADS � '�- KlIdW Wh1t•s below. TQP OF SLOPE - o METAL HAND RAiLlNGS � S�ALE: 1" = 40' '-�-' , . Ca11811��e yo�a�■ TOE OF SLOPE -�-F���-- CUT/FILL t�iNE Q;INSTALL FIBER RQLLS PER DETAIL ON SHEEf 8 __ _ �_._____._.�_ -_- -____._- [.,C�� '�-2��'? � 0 CONSTRUCTI�N RECORD aA�r� gY REVISIONS oA�� Acc'� BENCH MARK --�---�-�-�.�. xuNSAxER s� Assoc�AT�s Q����� ��• � sE�veHM��c: SCALE ��„_,.._-QRO�E SS/�N91�� i R v i N E , i � c �.o��Y C�� ���!����LA . � FROM THE INT. OF'RANGH CALIFORNIA RQ. AN ���,� �UDDC�s � `, INLAND EMPIRE REGION � _ � CONTRACTOR FRor�T sT. 7.7 �n��Es Nw ory �RONr sT. - HORIZONTAL %,��� �' �o� ���,� � � RECOMM£NDED BY: DATE: � s� �' [� 290Q ADAMS STREET, SUITE A-15 � JEFFERSON AVE. TO THE INT. QF JEFFERSON �c� J" � r RIVERSIDE CA 92504 {95i)352-7200 � �� „ ,� • '��� "�w�� ��•?� �� � �,�7 •� AND WINCHESTER (HWY 79), 2.0 MILES NE ON �� Q ?� �� PlANN►NG a ENGINEERIN6 ■ SURVEYiNG ■ GOVERNMENT RlATiONS �� � °� � (NSPECTQR WtNCHE5TER RD. (HW`( 7g) TO A BRIDGE OVER N/A � w NO. 5802a �� o THE SANTA GERTRUDIS CREEK, 55.5'E'LY OF � � �I PLANS PREPARED THE PERV 10 OF �� �� �� � � � � � APPROVED BY: �ATE: � � � CENTERLINE dF WIt�CHESTER Ra. (HWY 79} AT VERTICAL � �' tz- � °� DATE COMPLETED SE'�Y GQR BRId�E OVER SANTA GERTRUDIS �l\'9j,� C 1 V �� ��e.'��%/ � a d RE TOR OF�PU��.IC �Ifl�44S `CI�I' E�1GI�lEE�' ������� ���� � CRE�K 4.5'N'LY OF S'LY SGDE dF CREEK. l� aF �F�� DATE: / $E�EVATiON BASED UPON THE NGVD 29 DATUM N�A ���\�,-���,-A,-L- PAUL R. UDQLESTON, JR. R.C.E. N0. 58020 R.C.E. N0. 44223 SHEET OF Q U.S.G.S. BM. Nfl. T 46-$1 ELEV. = 1097.16 Q _ _ ,� -q�