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Parcel 2 Precise Grading & Erosion Control
r ; .. , <. .. �. _ . .c r -� ✓� s x �� i. � � , ��c,../�•n�f'h''k,y ,,���. (•k F �.-�. i: �c .�..J S .�.��� 4t. �, ,y� •�fj��1 v�� 'bk."L. �£�q{�g.�im-�;�'> h}�..A . .'i � � ��ty� f� F�i N C�) .'..� �f '�e• �.- , _ _. � PA��6TlCNG _}0�.'E..I „ ���r �. f� • �t �' .... � �,:6 '�t 's;T�1 •F' �r'° i.c ��Ff3'���'¢>�.'�.j,��.. s :r w `r'` � -t..'•� � _'"t:s. . � ,'...,.�..<` � ._> > , � ���,. 3�7 ,r'zi a ��r'>' >& ''�'7 A�^�. :`�e .^�ti s; n'; i,�� �q�y" � C ;� �.:�� r�'ti'<��/.;,✓<.,1. i�as;a�»�`''S3'�cs�rt`r r�.,:':'`m'��' ra< ; 1 ' � �-. ,5 t. K •.:i.. :V5. ,.'�., .! a� �, .,^+�p- ,,•l- ,.t .R-:++.r f .+r: •y;�,., ✓-'r= ,./� �•,%�' Y.., .:f:ri ..�•1 ..k 4 .:r1. v3.. '� .;:F• ::-c'*'•. �..<, :J.:. � � � ����� 6`; ¢� r . � .tf;�:.; s) � I��'�I������ � � . y f. i.ai . . ••�.�•��',� a +X �t"� A��III�� ' � � �`I� � . .., . ....r . . . , . . . . . t3.. . '%"*�Y""�.:, . . .� . . ... P R I��F:��1 IE ���ra� ���Ga I�E R CC"�a��► � < `,_:; . . . . .� . , . ."uJ'l'.:,_•`'.\�i 4.'� . �,..;' .�S;. : � .:.�.y' a...�Y�r.... .:�\. ��.:.'.1 �� .�...� '.�I i\:.::�.%Pu '�Q.P/.t rv�(�ir?t:i(�::\�"<{m,..'." :n .���b�;:: 'iS ��.�y � . 1.._i STANDARDS. ALL WORK AND MATERIALS 1.E., ASPHALT CONCRETE AC PAVEMENT, PORTLAND CONCRETE �EMENT PCC , BASE = ,1,,�, � .A 1. � � � � � ' .`�`° . .v =... �:��� :�..: : .�,, . �..��;. . , �,x, t No ; .t"� . � �'� knwrz �.r._t i,;.f .i� h '0t,cs'''r �R � � �': . . . , ...:. j . . ..: ;t, �.,:..::: '�.� .`. i.�.�.::. ..� ;r l �-�:...,. ,.�.,' y� ..f;,. .� � � ~ � -::�:rt;t'"z�'� ..`ti.�F�v a�4`ii.� �, :a�"�``r�o.��d�Ad�`����F-+._'�'Fa.�;:" COURSE, ETC. SHALL CONFORM TO THE STANQARD SPECIFI CA TIONS FOR PUBL/C WORKS CONSTRUCTION (I.E., GREENBOOK) . ;,r ���, �� ;� „ . :: ��.: , ;- �._4 �;,F � �� ,z ��� �t� ,,y,,<�t���;��� � �,,,� � � � '�'��'�� . 4 �( (�'} �.�.� � �, �r;,., � ti � �,��� > �� ��III�� IIII�I��III�D'�I� '� ry �� �f^�� '��. +4` j: _�7 1 �.! �� �?1 S i � y,�yz b.� y� � . LA TEST EDI TfON THE ENGINEERtNG AND CONSTRUCTION MANUAL, C1 TY AND ENGINEERING STANDARDS AI�D REQUIREMEN TS. ; > �9as� ,,,<, �,�'` , ��' -::y :-� �' = '" ,�-�, . ;� ; � r, ,��.ti�:�� >�? : 9 . . . , x 1 ��� r�. N '• �. a � y:,�+tz .. "° x; ✓ $ ��� .:�. k'��.,r<r � . -. `-` �J���i-ii/�V� �.i������5• ''� �' �h T S.'� �v�$` ,:. 'r S�.� �.., .F� �"�+trr� h _ ��r , , •'�^P��.^,�'-'� z�..>y,i.'�s'�o��� .. . . . '. ' ,� ^. . .'. 4 '^'�SPu� z. ` �i` .���C� ri x � v H'� k- i M . , t . ,:.� .;? �t '� �,0.�: p. �g_ '.r!.�.. fi�G���.�. ! .n_._'�A�A?V 4 A'� �r . . i^ -.4k. t, •�t£. . .. . .�.,.. ,,, �� .. ' �. . , � �. .. � �. . �i �.. ..... ......� tt... ..:���v, •�.�� ...' •. ���� ', .�>. i .�� ��� . <. . : .... .:. ..... � ...�� ..'-.. ADING R L A TIVITIE� I.E. S OCK ILING LAND . �:.. t ;.-.:.�� ,.:: � .:;;. �,, ., .t:. � ,,. :::.., z:.....��,� 2• PERMI T REQUIREMENTS. A GRADIN� OR ENCROACNMENT PERMI T S SNALL BE OBTAINED PRIOR TO PAVING. BE�ORE �BTAININ� TAN A DS. ALL C NS 10N AND , , , { , �_ :- � � ;� ` `` .� :: A. .. . �?:k.. �`.._.� C,�p�1 � �F ^; � � . .. .��U.,;� . .. y�. . D� f .l, ' L. .� :..� c.::y}�. ;-., ��M�.+�.." .��'''?. �`�1.,. �� . �..:.$r . ./`...�'. .. . ..{ .� .. f ,:�.•� . '�.%k . ' .:�.:��y ! ',. . . .' .:.�y.��...:.�.�. .'N�; :.•.. �. ...::�hV/.r . :. . '.�; i ''.,.:':::.¢; . :.D ..:� .��''iCi6+4�R� .n.. .. 1�...... t�..` :g8�5.'` .4.�7..a� RTIFICATE OF {NSURANCE AND THE RE tJiRED 80NDING FOR PUBLIC IMPROVEMENTS SHALL CLEARlNG, EROSIDN & SEDIMENT CONTRDL, ETC.) SNALL BE PERFORMED 11V .ACCORDANCE :,.. , : �.. �,,:e� , . _� . � -�; £.;. .� , ��� n^ �n�.��,r4 AN ENCROACHMEN T PERMI T A CE Q ( ) - , ,�� � ; . :�.:,j, 4� �,�� �,,�,r � ;.{ .� �� �..::: �� . _ ,.: � , _ ' -� ,�� :. ' 'i ; 1. ' �--' , ...� . . ... :.: ; :�`�!_ ,,. .,.,'� .:-...�:�.:.:>-.. . a..a,._,:,�'u , ����;�. WI TH �NAPTER 18 OF THE Cl TY OF TEMECULA MUNICIPAL CODE, THE ENGINEERING AND . .,,.h r. , , , �..; �:_;Y . ,��... .. :��-:..::.._�. SE PROVIDED TO THE Cl TY ENGINEER. A CAL TRANS ENCRC3ACHMENT PERMI T MA Y BE REQUlRED. � ? ' �.� . ��..,.�-•... • : ,'t .t.��4�g J..S.. .�. . .:V' � �•'-t : .t�l .�'. ,K k .�.� .�'ALK/l�r, *'..:� ..: " �.'Y"' y,'��f,�. iiW�ii�� � �� �� � �� �� 1�� � . �� ..^� ` � .. . ��.. � �t .. ��., . >� AR S THE LA TEST EDI TION OF THE :�: - `� : . � : - , , :. ,.; I CONSTRUCTI DN MANUAL, ALL APPLICABLE STAND D , ° Y �' =- 'r� ,�,.. _ . , �, ` ,, �; } �.. 5l, �� .',./ �:, � , •Y Qi`s<,� � _Y -� .R�l�M r J$� / ,'�l,y� �`�y�"+���"r�;; �� ^`�fkfl` .. � QY' . g� . !s �.. .. �,el�°'�$;r F,�...;y; . �� , �:'�:� 1��. ...,;;.t . j/..�:'.. �...� ,.'L��,.s�''��.�r. , f - f .:v �: :��...; i.,. '.� . .,,. �k�� ... .. . :.' i.... ,...:. . ...,....8�.:... :,.,: . ' ..h..,..:...., .�:.y..�r..>..$R^ ..r.2'_. � .�� . t``.......�..,..._......�.».��...._._�__..v._.,.�..��..._..._�...,,.., ...._.�.v.. �..�_�._�.��............................J....,.,,.......�.�...,...,_....._.......,.,..._�.....�...._..�.. ., d . . O .,.. .�' . .�.a ,-,.. . +� :! � ... .. ....«...�.....«....»..«............._. ._.., • . ...... . .',:.:q.,.._ .- .,... �._. l...,. . . ... ... .. .��r ,. . � ....._.a. . .,�X s.. ,: t ............... .. .....,E. _ .: .S. . tix . .. .,. . ... . ,fi . . . �.._ . R . n. . �........................................ ....... .......--•................,,.._........................................................._....... b.,. 3 v.,. d �,.,.r..rr,. _._ ..: : .-_.. . . . , . ..... ......... ............... . . r. �. ; .. .: .:: . .....X .. s?:1i�� . .x.ef?' ,... , .. . � .. . . .. s: .. . .. ,..Y .................... . . .. ,t � f • '• Y „.�., ts ., . . .............................. .......................... ..................-...,....�._.._, E APPENDIX J AND IF APPLICABLE THE STATE WATER � .:-:;,.: -.�-,.> �, ,,;. .,.. .:._..,......._. ;.. . .:,. .: �: ,. R, .._.,..�....,�;:...:��.a.�..:: .:.�.. 3, SDI L S TERILIZER. AN APPROVEQ S01 L STERILJZER Sf�ALL BE USED ON ALL BASE �RADE SURFA CES PRI DR TO PA VI NG. ; . ..-.....-_.............. ,� CALI FORNI A BUI LDI NG COD ( ) , , : �;,. , �.., -.__.,.; t�. ._ , ;.:.:.. �„,� �� . ;� ., �, � k:,�.: .� � . �� ( - �� , :. �:�'``. :' y; -... .>�,�, �ti, � - , � ON TRnL BOARD SWRCB NA TIONAL POLLUTION DlSCNARGE ELlM1NA TION SYSTEM -,,�� , . , ,�- ;,, -_. r -.- ,.: ��;�`��"�' �����w_�.�. �g;����;����°4 RESOURCES C ( ) � �1- _ � i7 � . :x�°��£:�': 4�:9� raw.�:. i ti;Gi `,�, . �s��,k,��,�*�, ,;�#�:�>i�p+z� ,s�a� �, 1 n � /��• �.:C�. yf;:'it. ..:�.. }... : .�. . �.ti.: ... o'•?.�s 5. � �. �����f$�}�4�i.,y�:.•<.v`P: �'� 6...� . �.�JS.� i F��,. _ COA T. PRI ME COA T I S RE UI RED ON SUBGRADE OR BA SE WHEN THE BASE 1 S SUBJE�TED TO SUSS TAN TI AL � '' '..: .� 1�'.Lx�`:� 4. PRt ME Q � � NPDES) GENERA L PERMI T FOR CONS TRUC Tl QN A C TI VI TI ES. - � � ,����'� ;� �<Y~�.,Y��4�� �n ;, �=r�t, , _� ' } _ � L . � � .' ,..-. ...'.. ...,�� �"•` ..�: ��;'��.'4�'2i�".�{� �. .bk?•.c.,r� :� . aex. A � ✓ w 1 'S �1 ��. 'X'.. - . . ,:s� �., {fa�CJ':.�:- :k. ..: x»��. ��.,!y,y E;ri�il'3� {u��w�;`yT^ X.�.»,s {k :a}�� 3.+.,i�ir+?xy���� dey�. .� j .l NC .� � -� ....i��: -.... F...e.4.,'�CF�.'.F1�'� ..'� C ,t ,: .'vr,..Y` ..ntr`a *f�.u�s 41�..Yi h,<+..:�•.(. � ��` ��aQ,'�i, CONSTRUCTION TRAFFI� OR WHEN LONG TIME PERIODS ELAPSE BEFOR� AC IS PLACED , AS DETERMINED ��i' TNE SDILS M� �y ;,,,;,, ,.:.,., �,:.:�-�.-"��.�_�E;�;_�� ��,� � � ,N;, :F,f4.,�., _t,�, � ..j�.:, ,�,�rn;��; �,���:w C � 4 _ • ��,{-T,� �f t fgk '�i x :,f,� t• <�2 �,_r_Sxr9 �`..-,�u,: ^` } �. :,.�v+--f: : � ",. .r �d�:'S �� .�x,1,,u: i' : Y-" �s -E,�� ,��,. r °�+..., . : � r-- � ' �`��. .- ���,. :� ����•�:��4���.��:�� �:�.���, :�...;.s...:�..�:� �;:.-,,:.�.. � ,.a4.:4,...... � ENGINEER AND APPROVED BY TNE Cl TY ENG/NEER. PERMI T REQUIREMENTS. A GRADING PERMI T SNALL BE OBTAINED PRIOR TO COMMENCEMENT ;; ;. ,. 6� : ;.,,.w,,,r=K;.,�:.<.�::,�1 .,s:�.;,,�k::�a. ..,.� �. .;� . r �> , ..,�. .��-,„.:..�r;: . } � . : �S . .+. i .,� V . i...�� ,� . i T�n.�, �. j�?.,.3 KS�,.z. f' s rl� H r.. r'r � ' � � OF ANY WORK ON THE SI TE. _ __.--. - . �:� �„} �f> � ���� �� �.���r`����� {z�_� ��yr� � ��,�Y<�fd < �� �,r; . ' �� � � . .^ .-'J ' �,' �; ` .j.. f .. �� Fi2����t , ".r"F�R>��?��ai �s�5 ``>s��[ ���ti�>a� ��j�+. r �e`�'f- ' . . �% . �.;I i-.'r ,,�-_ �,r. �.'i?'a...�.�s�.�fi"� �` c.w�',������.i.��Y�`.��'�.��a��>����c''o : 19� ^` ri,S!.� �lyA.�:�( . �"fON AfVD AC�EPTANCE OF STREETS INTO THE CI TY S MA/NTAINED SYSTEM yg [� . ��� ' f�l .,:. �;#y,,; �,��;.���`;:�:��k��x�: � ����'<��-��; �'�.� �;.��� ,�;. "�� 5. TYPE 1 SLURRY. PRIOR TO PROJECT FINAL C01�JPLE V 7 . . � �j�. . ��"Y.�.Y t.�rXs,�,.-♦:�'�.:�,,,��i'..j'c:� �:'.T...;��.�v�.;r^:r�o. \v�/ .c �p .'v/�.:. � . ;t. ( �...��T..r..�r.,z�•:�r•.x.??, �..,.,.2 .;<*::�, �,;..,n. ,..,,;`,31�?...t. :�,, ,�>,y.:.� a�; .:..r�;�:�. . , °� 2. t - .�; z�,�x,:::�. �.... �S ;2. . •,p�' .�-;..,, r.�.:,: '�'r....r� .,:._.:>..,x�. .,, . . ��f!...,;.,J=)r � . ..;...'�„ , : ' : ,ti i h I , , ' :"v�%�}.' F A t � N . PUB�1C WURKS SHAL� BE NOT1FlED V/A THE PUBLIC WORKS 1/�SPECTION L{NE ��t� : ..�.��,���`� �.,��s�:����..,:.. TYPE 1 SLURRY SHALL BE PLACED OVER THE ASPNALT CONCRETE PAVED PROJEC7� STREET(S�, AS DIRECTED BY THE CITY ;, � Z NOTI IC TO S � - -, . � �:f��= ���� � ���C�. _ � � . . . /'�^i� x e, .c Ss y C°''� l� r��6�.,�.''i� ....,..�'�y`+Y ,,; y�cS,°.�` .��r,. . - '- - - ',� : �.', q v � �s.. ���`` ., ,., � �; ,y�' ; . . �:y``: o - . ,.1;'� .. +,r;. '.. � :�,. �5'ja4./9�,�:�'•al��i,ti:�;`•'`�;.':: .o�*�i✓r"�..z�',r�t,`�f c� ,.,,:Yt���1.�.`,. x'�ri:.,''•''::n';8. ENGINEER. THE ENT/RE ROADWAY WIDTH SHALL 8E SWEPT AT LEAST 3 TIMES OR AS DlRECTE'D BY THE ClTY ENGINEER. �€ AT (95�) 308 6395 AT LEAST �4 HOURS /N ADVAILICE OF BEG/NN1N� ANY �.:. � ,�`' �o:�.�.�,�,��„� ,$ �,_.. �? �.�� ��s, n ; , ��< �> :; ?: -�/� � 0,i � < � ,<"^r� � s r z �;. 1 . . ' � � `� � � G P RA TI 1 Y�J� � . ` �i I�f��.y ; .,: ��� 6��8�`�a h`Sf �� .G �'�l'������y�L�A f �,,u�i-S��il�.. ;���a�.�d� ���14�Y � ; i ; } : ' ��; � �� 3 CONSTRUCTION/GRAD N 0 E 0 ,...��.. ::��:..,.<�. ��..,,;_r . � . � �.� .�' � <. �.x��...:3.;r;. � � 6. FOG SEAL. FOR PRIVATE DEVELOPMENT, ASPHALTIC EMULSIQN (FOG SEAL) SHALL BE APPLIED NOT LESS THAN 14 DAYS �� � ` ' �11AP:� FOLLOW/NG PLACEMENT OF THE ASPHALT SURFAC/NG AND SHALL 8E APPUED AT A RATE OF 0.�5 GALLONS PER SQ. YD.THE : I ; � �� � 50/LS. ALL CONSTRUCTION/GRADING A�TIVITIES SNALL 8E DONE !N CONF4RMANCE WITH �E1��3ERAL NOTES � �; ASPHALT EMULSEDN SHALL CONFDRM TD SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATI�NS. : � � � �; W RECOMMENDATIC►NS OF THE PRELlMINARY SOILS 1NVESTtGATtON BY ENGIN CORPORATiON _ . �� � � Qq�p JULY 7, 2404 SAID REPORT SNALL SE CONSIDERED A PART OF THIS GRAQING PLAN. � STANDARDS. ALL WORK SHALL CONF(JRM TO THE REQUIREMENTS OF THE 7, TACK COAT. A TACK COAT SHAL� 8E APPLlED TO EXISTING PAVEMENT AND VERTICAL JO/NTS, CONCRETE SURFACES ANL? � � 4' CURRENT EDtTION OF TNE CITY'S iMPROVEMENT STANDARD DRAWlNGS FOR ASPHALT CONCRETE BASE CDURSE, lF iT HAS BEEN EXPOSED TO VEHI�ULAR �OADS. THE TACK CCIAT SHALL BE SLOW SETT/NG � �� "`� CUT FILL PUSLIC WORKS C�NSTRtJCTiON Al�1D SUBSEQUENT AMENOMENTS , THE ClTY'S " - " � � ' - v� � ENGINEERtN� AND CONSTRUCTlQN MANtJAL CI TY CQDES AND REQt1JREMEi�1 TS. ANIONiC EMULSIFIED ASPHALT TYPE SS i H CONFORMING TO THE GREENBOC}K. � � - � � �# � o. MAXIMUM CUT AND F1LL SLOPES SHALL SE 2: �, UNLESS OTHERW/SE APPROVED BY THE 8. CERTIFICATION TESTING. ,4�L SUBGRADE AND BASE GRAQE SNAL�. BE CERTJFIED BY A LICENSED LAND SURVEYQR. BASE AND � � � � ' ��� CITY ENGIN�ER; AND SHAL� COMPLY WITH TNE RECQMMENDATIQNS OF THE SDlLS REPORT. EMERGENCY TELEPHUNE NUMBERS. (ANSWERING MACNlNE lS NDT ACCEPTABLE}: � � ' � � �� �• F1LL SLOPES SHALL NOT HAVE LESS THAN 9D� RELATIVE COMPACTiON OUT TO THE FINISH 2' AC MATERIA�S SHALL BE TESTED JN A�CQRDANCE WITH TNE CITYS QUALITY ASSURANCE PROGRAM (QAP) AND/OR AS ; � ; �} � I SURFACE. � . CUNTACT MIKE BASTJAN DIRECTED 8Y THE CI TY ENG/NEER. ` s :1 f- � PARKER2�5, t_LC 95i 234--28)9 RESPONS/BLE PERSQN DEVELOPER COMPANY 24-HR PHONE NUMBER) 9• PAVING MATER�ALS. - � � ❑ � b. FfLL MATERIAL SHALL NOT BE PLACED ON EXIST/NG GROUNQ UNT1L THE GROUND HAS a. AC MATERIALS. ; i BEEN CLEARED OF W�EDS, DEBRJS, TOPSO/L, VEGETATION AND OTHER DELETER/OUS MATERIAL. PENDfNG 1. AC MATERIALS SHALL CONFORM TO SECTION 203-6 �F THE GREENB�OK AND ClTY STANDARDS. ; � t IF THE SLOPE RATt4 EXCEEDS 5: 1 AND IS �REATER THAN FIVE FEET, THE TERRAIN MUST BE RESPONSIBLE PERSOIV CON7RACTOR COMPANY 24-HR PHONE NUMBER) � : � - -- - ----- -- - --- -- - ���� KEYED AND BENCHED INTO EITHER BEDROCK OR NATfVE SOIL, AS DIRECTED BY TNE � � `��-..--�...._. � GEOT�CHNJCAL ENG/NEER. � i. TYPE C2 PG70-�Q FOR FINISH AND OVERLAY COURSES. THIS COURSE SHALL BE A MINIMUM OF Q.12 FOQT (9 1/2 � ; Il�TDE� A�AP .� � � � . 3 LICENSE PERMIT REQUIREMENT. INCHES) THICK 1NCLUDING GRIND AND aVERLAY INSTALl�AT10NS. CONSTRUCTIC� ���3TES s SCALE )"-5U' c. STA�ILI TY �A�CULA TIQNS WITH A FACTOR-OF-SAFETY OF A T LEAST ONE AND FI VE a. PRIOR TO START OF ANY WORK, A BUSINESS LICENSE SHALL BE ri. TYPE B PG70-10 FOR BASE COURSE. TH/S COURSE SHALL CONTA/N THE BALANCE OF TNE REQUIRED ASPHALT 0 CUNSTRUCT TYPE D-fi CUR'8 PER CITY STD. 2�4A 963 LF TENTHS (1.5} SHALL BE SUBMITTED TO PUBL/C WQRKS BY A REG/STERED CIV/L ENGlNEER, 08TAlNED FROM THE �ITY. CON�RETE THICKNESS. THE MINIMUM AC �.IFT FOR BASE COURSE tS 0.2� FODT (2 1/2 /NCHES). Q CONSTRUeT TYPE D-8 CURB PER CITY STD. 204 117 LF � .SOILS ENGINEER OR GEaLOGIST FOR CUT AND �/�L SLOPES OVER 3Q FEET lN. VERTICAL HEI GH T. � b. A �RADI NG PERMI T SHALL BE OB TA t NED, PRt OR TO AN Y W4RK ON 2. THE MIN/MUM AC THICKNESS IS 0.33 FOOT 4 /NCHES . Q CONSTRUCT TYPE A-6 CURB & GtlTTER PER CITY S7D. Z00_ 25 LF PRIVATE DEVEL�PMENT. THE PERMIT AND AN APPROVED SET QF � } ' d. ALL GfdAD/NG SHALL BE DONE UNDER THE SUPERVJSION OF A REGISTERED C/V1L IMPROVEMENT PLANS MUST BE PRESENT AT THE JOBSI TE DURING 4� CONSTRUCT 4" �IC PAVEMENT OVER 4" CL ti BASE PER SOILS REPORT RECQMMENDATlON 23,4�5 SF ENGINEER, SOILS ENGINEER OR GEOLOGIST, WHO SHALL �UBMIT TWO SETS �OF WRJTTEN CONSTRUCTJON. 3. THE MAXIiVIUM AC LIFT IS FOUR IS D.33 FOOT (4 1NCHES}. 5O CQNSTRUCT PRIVATE eONCRETE HARDSCAPE/WALKS 4" THICK OVER COMPACED SOIL 5,579 S� CERTIFICATION TNAT ALL FILLS OVER t�NE FQOT 1N DEPTH HAVF BEEN PROPERLY PLACED. � NOTE: "SHOV/NG" lS A TYPE OF AC PAVEMENT FAILURE THAT MAY BE CAUSED BY ASPHALT MlXES �THAT ARE TOO RICH OO CQNSIRUCT 1' W1DE �ONGRETE' STEP PER DETAI� ON SHEET 4 �92 LF 4 ERRORS OR OM/SSIONS. APPROVA� �F TNESE PLANS BY THE CITY DOES NOT DRAINAGE. REL/EVE THE APPLICANT AND ENGII�IEER OF RECORD FROM TNE RESPOIUS181L1 TY JN ASPNALT, TNAT HAVE Ct�URSE/FINE AGGREGATE THAT IS T00 ROUNDED, ETC. TYPICA�LYr SHOVlNG RESULTS AT HILLS, � �p��7��/CT 3' W/DE RIBBON GUTTER PER DETAIL UN SHEET 4 172 �F FOR THE C�RREC770N OF ERRQRS OR OM/SS/ONS DISCOVERED DUR/NG CURVE5 OR 1NTERSECTIONS, CAUSEQ BY BRAKfNG OR ACCELERATING VENICULAR FORCES. TO PREVENT OR MIN/MIZE 4 � 8� �ONSTRUCT COMMERCtAL DRIYEWAY APPROACH PER CITY STC1. NO. 207A _ q.4� S�' a. AS APPLICABLE, PROVIDE CtJNCRETE BROW DITCNES TO CONVEY 1a0-YEAR STORM CQNSTRUCTiON. SHOVING, THE CITY RESERVES TO RIGNT T0. REQU/RE A MODIFIED AC MIX DESIGN W1TH PROPERTIES THAT PROVIDE HIGH FLOWS �R PROV/DE GRADED BERMS ALON� THE TOP QF ALL GRADED SLOPES OVER THREE STABILITY (I.E., ABILITY TD RESIST SNOVING AND RUTTING, ANGULAR AGGREGATE PARTI�LES WITN A ROUGH St1RFACE 9O lNSTALL ADA RAMP WITN HANORAI� PER DETAIL ON SNEET 4 2 EA y, FEET 1N VERTIGAL HEI�HT QR THAT ARE ADJACENT TO GRADEfl AREAS, TO D/RECT SURFACE 5 WORKING HOURS, CITY ORDINANCE N0. 94-25 STATES TNAT NO PERSON SHALL TEXTURE, ETC.) 1N COMPLIANCE WITN THE GREEN�OOK AND/QR CALTRANS SPECIFICATIONS. 10 fNSTALL TYPE 1 ADA RAMP PEf? DETAIL 4N SNEET 4 � E,q RUNOFF AWAY FROM THE TOP OF SLOPES. A�L DRA/NAGE DEVICES SHALL BE CONSTRUCTED ENGAGE lN 0�? CONDUCT CaNSTRUCTION ACTIVITY, WHEN TNE CONSTRUCTION 6• PER THE APPROVEQ PLANS. SITE !S WITHIN` ONE-QUARTER OF A MIL� OF AN 4CCUPIEQ RESIDENCE, BETWEEN b. BASE MATERIALS. 11 INSTALL TYPE 2 ADA RAMP PER DETAI� ON SHEET 4 6 EA - THE HOURS OF �i:30 PM A�ID 6:3� AM, MONDAY THROUGH FRIDAY AND SHALL 9. BASE MATERIALS SHALL CONFORM TO PROV/StONS OF THE GREENSOOK AND CURRENT C1TY STANDARDS. � tI�.STAL� TRUNCATED DOMES PER' DETAIL ON SHEET 4 4 EA b. EXISTiNG DRAlNAGE �QURSES SHALL CC?NTCNUE T4 FUN�TION AT ALL T/MES. NO ONLY ENGAGE IN QR CQNDUCT CONSTRUCTION ACTIVITY BETWEEN THE HOURS � OBSTRUCTIOJV 0� FLOOD P�AINS OR NA TURAL WA TER COURSES SHA�L BE PERMfTTED. OF 7:�a AM ANQ 6:30 PM C}N SATURDAY. NO CONSTRUCTION ACTI VI TY SHALL � 2. F�R STREET SECTIONS, BASE COURSE �rlATERIAL SHA�L BE CRUSHED AGGREGATE BASE (CAB) OR �RUSHED � CONSTRUGT AC PAVEMENT OVERLAY OVER EXOS�'. AC 775 SF BE UNDERTAKEN UN SUNQAY AND NATiONALLY RECOGNtZED HaLIDAYS. 1�AISCELLANEOUS BASE (CMB) PER SECT/ONS ZQ�-2.2 AND 2�2-2.4 OF THE GREENBOOK. PRlNClPAL AND URBAN Q PAtNT (3" WIDE-I2-INCH HIGN) " N4 PARKINGM 5 EA c. TEMPORARY DRAINAGE SHALL SE PROVfDED UNTIL PERMANENT DRAlNAGE STRUCTURES � ARTERiAL ROADS REQUtRE CAB. ARE INSTALLED. PROTECTIVE MEASURES SHA�L BE /MPLEMENTED TO PROTEC.T ADJ(?ININ� AND 6 REGULAT(?RY AGENCY CLEARANCES. THE ISSUANCE OF A PERMIT BY THE C1TY � CQNSTRUCT WQMP lNFiLTR'ATtON SWAL.E PER DETAIL ON SHEET 2 30� �F DCIWNSTREAM PROPERTlES FRQM SILT DEPOSITION AND PONDING WATER DURING � . DOES NOT IMPLY OR PROVtDE ANY CL€ARANCES FROM STA�E OR FEDERAL e. PORTLAND CON�RETE CEMENT. AL� PCC USED SHALL BE 1N CONFORMANCE TO THE GREENBOQK � INSALL 12"X12" GATCH BASIN 1 EA CONSTRUCTlQN1GRADING QPERAT/ONS. � AGENCI�S REGULAT/NG THE PROVIS/ONS OF STATE OR FEDERAL ENDAN�ERED ` Q INSTAL.L 6" PVe DRAIN PIPE 76 LF SPECIES ACTS: OR WATER QUALlTY REGULATIONS. THE APPROPRIATE 10. MIX Q�SIGNS. TEN WORKING DAYS PRIOR TQ PAVING, THE PROPQSED MIXDES/GN(S) FRaM THE SUPPLYlNG ASPHALT OR a. APPROVED PROTECTI VE MEASURES AND TEMPQRARY DRA/NAGE PROVISIONS MUST BE CLEARANCES FROM THESE AGENCtES SNALL BE OBTA{NED PR/OR TO ANY SITE CONCRETE PLANT SHALL BE SUSMITTED TO TNE CtTY FOR REVIEW AND APPR�VAL. THE MIX DESIGN(S� SHALL CLEARLY SHOW � tNSTALL RIVER ROCK OUTLET PRQTECTiON (4FT. X4FT. X 1F'7' DEEP) 16 SF USED TO F�ROTECT ADJOINING PROPERTIES DUR/NG THE GRADING PROJECT. � _ DlS�URBANCE OR �RADING. THAT THE DES/GN MEETS ALL C/TY AND GREENBQOK REQU/REMENTS. �]�9 CDNSTRUCT CURS OUTLET DRAIN PER CITY STD N0. 34� MODIFIED WlTH D=4" 1 EA b. DRAINAGE EASEMENTS SNAL� BE KEPT CLEAR OF ALL OBSTRUCTIC?NS; NO BUILD/NG OR , CONSTRU�TtON CHANGE. ANY CONS7RUCTlON CHAN�E MtJST BE FIRST SUBMITTED � REMQVE EX/ST SlDEWALK 150 SF WALLS SHALL BE PLACED WITHIN THE L/MlTS QF EASEMENT�. � �' TO THE CI TY AS A REDLINE REVISlON FOR REVtEW AND APPR�V�4L PRIOR T� � 11. STREET SECTIOI�tS. STREET STRUCTURAL SECTIQNS SHOWN ON PLANS ARE TENTATI VE (I.E., THEY'RE USED FQR BONDJNG c. THE MINIMUM GRADE FOR C�NCRETE SURFACE DRAINAGE FACILI TIES SHA�L BE A � PURPOSES . THE FINAL STRUeTURAL SECTION REQUIREMENTS SHALL BE DETERMINED 8Y ADD1 TIONAL SQIL TESTS AFTER ROUGN Q REMC?VE AND RELOCATE EX/ST/NG FlRE HYDRANT 1 EA IMPLEMENTING THE CHANGE 1N THE FIELa. REFER TO THE CI TY S ENGINEERING � � ONE-HALF PERCENT (0.5q). AND CONSTRUCT141� MANUAL, GRADING. TNE STRUCTURAL SECTION DESIGN SHALL BE REVtEWED AND APPROVED BY TNE CITY ENGINEFR. SAID QES�GN SNALL � REMQVE EXIST. CONCRETE ORI tI�WAY 15� SF � ADHERE TO THE METHODOLQGY SET FORTH tN CHAPTER 600 OF CALTRANS HIGHWAY DESIGN MANUAL AND SH�tLL UT/L/ZE THE PROPERTY CORNERS. ALL PROPERTY CORNERS SHALL 8E CLEARLY DELINEATED IN THE F1ELD REM4VE EXtST. CURB 4,3 �.F PRE-CONSTRlJCTION MEETING. A PRE-CONSTRUCTtON MEETING SNALL BE " R VALUE METNOD (l.E., "R" VALUE TESTS SHALL BE CONDUCTED IN A�CORDANCE W/TH CALIFQRNIA TEST NO. 307 AND � PRIOR T� COMMENCEMENT OF ANY CDNSTRUCTlON/GRAD/IVG ACTlVITY, AS DtRECTED SY TNE 8• S�HEDULED �TWO WORK DAYS PRlOR TO TNE START OF CONSTRUCTION. DURING SNALL 8E CERTIFIED BY A REGISTERED C1VlL ENGINEER). THE NUMBER AND L4CATlONS OF THESE T�STS SHALL BE SUBJECT T�0 � INSTALL GRAVEL FILLED BAG(2 BA�S HIGH) TYPlCAL . $Q L� C1TY ENGINEER. CONSTRUCTION, A DEPENDABLE AND RESPONSIVE �QNTRACTOR'S APPROVAL BY THE Cl TY ENGINEER. REPRESENTATI VE SHALL BE AT THE JOB SI TE AT ALL TtMES. � INSTALL SlL.T F�PtCE 670 LF RADING INSPECTIONS PRtOR TO BUlLD1NG PERMI T. INSPECTI4NS SHALL 8E - ROUGH G 12. COMPACTION. PRfOR Ta PLACEM�NT�QF BASE MATERIAL AND AC, COMPACTION REPORTS BY A S�I�S ENGINEER.CERTIFYJNG 95q' � INSTALL GRAiIEL 3" THICK AT DWY FOR TEMP. SEOIMENT CONTROL 5U0 SF REQUESTEQ VIA THE PUBL/C WORKS /NSPECTION LINE AT (95)) 308-6395. SUBMIT THE g. UTILfTtES. APPROVAL OF THESE PLANS BY THE CITY DOES NOT CONSTITUTE A COMPACTION OF SUS-GRADE AND BASE MATERIAL, SHALL BE SUBMITTED TO THE CITY ENG/NEER. COMPACTION TEST � J�STALL DRAIN /NLET PROTECTJON � EA FOLLOW/NG: REPRESENTATION AS TO :THE ACCURACY QR COMPLETENESS QF THE LOCATiOt�, OBSERVATION _OF SUB-GRADE AND BASE GRADE MATERlALS SHALL BE COORDINATED TO INCLUDE THE SOILS ENGINEER AND � � NOR THE EX/STENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITIES THE PUBLIC WORKS INSPE�TOR. � INSTA�L 57EEL SNAKER PLATE AT C4NSTRUCT�ON ENTRANCE � EA 7• o, TWO SETS OF PAD ELEVATION CERTIFICATlON (l.E., ROUGN GRADE) TO INCLUDE A WlTHIN TNE PROJECT LtMITS. ANY UTtLiTY DAMAGED DURING THE PERFORMANCE PAVING INSPECTIONS. � �ONSTRUCT 6" TO 8" TRANSIT70N CURB PER CITY STD. 2t14A 18 t.F STATEMENT THAT THE PAD ELEVATION COMPLIES WITH THE APPROVED GRADING PLAN. OF TNE WORK SHAL� BE REPA/RED OR REPLACED TO THE SATISFACTION OF` THE ` a. BASE GRADE INSPECTION. ONE INSPECTION AT SUB-GRADE COMPLETlON PR/OR TO PLACEMENT OF BASE 1S REQUIRED BY Q Cf3NSTRUCT fi' SJDEWALK PER ClTY STD. 401 �3 SF CERTIFICATION SNALL BE TO L/NE, GRADE, ELEVATl4N AND LOCATION OF CUT/F1LL SLOPES. GOVERNtNG AGENCY BY THE CONTRACTOR, AT HIS EXPENSE. , � ) THE DEPARTMENT OF PUBL1� WQRKS. Q PA/NT CURB "RED" 135 LF 8' SURVEY. !T SHALL BE TNE RESPONSIBI�lTY OF THE CONTRACTOR TO NOTl�Y THE b. TWO SETS OF PAD COMPACTI QN CERTtFI CA TION {l.E., FINAL GEDTECHNI CAL SDI LS 1 Q. b. PAVING INSPECTIONS. TWD PAYING INSPECTtONS ARE REQUIRED BY THE DEPARTMENT �F PUBLI� W�RKS: (�) PR10R TQ TQPO SC�URCE REPORT) TO INCLUDE A STATEMENT �HAT TNE GRAD/NG COMPLIES WITH RECOMMENDATIONS - ENGINEER OF RECORD AND TD INSTALL STREET CENTERLINE MONUMENTS, AS I�EGAL DESCRIPTIGIN oF THE PRELIM/NARY SOILS REPORT. REQUIRED BY R/VERSIDE �OUNTY ORDINANCE N0. 499. CENTERLINE TIES �HA�L PAVING, AT BASE GRADE COMPLETI4N; A1VD (2) DUR/NG PLACEMENT OF AC. CUT.� 12D4 CY AUGUST 2013 FIELD PARCEL 2 OF PARCEL MAP 29932 AS P�R MAP BE PROVIDED `TO THE CITY EN�INEER, UPON COMPLETIQN OF THE PRaJE�T AND F1LL: �2f�a CY SURVEY BY DJl FlLED IN BOOK 199, PA�ES 78 THROt1�H 8D, � FINAL INSPECTION PR10R TO OCCUPANCY. REFER TO TNE �iTY'S ENG/NEERING AND BEFORE ACCEPTANCE IS GRANTED. ALL EXISTING MONUMENTATION (DISTURBED �3 c. DRI VEWAYS. ALL ONSI TE PRIVATE RESIDEi�I TIAL DRI VEWAYS SNALL COMPLY WI TH THE APPROVED PLANS AND CI TY EXPORT: 0 CY SURVEY 1NC. - OR DESTROYED DURING C4NSTRUCTION) SNALL SE REPLACED TQ CI TY STANDARDS, AND SHALL BE INSPECTED AND �LEARED BY THE CITY ENGINEER PRIOR TO PAVtNG. tNCLUSIVE, OF PARCEL MAPS, IN THE QFFICE CONSTRtJCTIQN MANUAL. QUANTI TIES SHOWN ARE FOR PERMIT PURPQSES, BASED 4F TNE CDUNTY' RECORDER OF SAID COUNTY STANDARDS. tN ACCORDANCE WI TH THE LAND SURVEYORS ACT AND TH� 1 9. STREETS AND HIGHWAY CODE AND AS APPRC7VED BY TNE CtTY ENGINEER. UPON � 14. UTILI T1ES. ALL UNDFRGR�JND FAClLITlES AND LATERALS SHALL BE !N PLACE PRlOR TO PAVING. UPON DIFFERENCES/N EXISTING AND PROPOSED CONTOURS STATE 1RATER RESQUR�ES POST GRADlNG ACTlV1 TIES. POST GRADlNG ACT1 V1�'lES SHAL�L INCLUDE, SUT NOT BE LIMITED REQUEST, SURVEY CUTS SHEETS SHALL 8E PROVIDED TO THE C1TY ENGINEER. ONLY, AND QD NOT 1NCLUDE SUB-EXCAVATI�N, SHRINKA�E, �Qr�CRt}L BCIARD FERA�[IT N{3. �0, 1NSTALLING WNERE APPLICABLE. GROUNDCOVER, TREES,� SHRUSS OR A C�MBINATtON 15. TRENCHING FOR UTILITIES. ALL STREET TRENCNES SHALL CONFORM TO ClTY AND ENGINEERlNG STANDARDS. REFER TO CITY SUBS/DENCE aR OTHER ADJt1STMENTS. THE GRADING �Q THEREOF !N ACCC?RDANCE WITH THE TEMECULA MUNICIPAL �O�E PRIOR TO FINAL 1NSPECTION. STANDARD N0. 407 "TRENCH/POTHOLE REPA/R" FOR TRENCH MA/NTENAN�E AND/OR REPAIRS. lF TRENCNE� IN CLQSE CONTRACTOR SHALL VERJFY QUANTITIES FOR BID PURPOSES. WDtD � 9 33C3fi65Q9 SLOPES (�VER FOUR FEET IN VERTICAL NEIGHT SNALL HAVE PERMANENT 1RRIGATIQN SYSTEMS 11. DUST CQNTROL. �UST SHALL BE CONTROLLED 8Y WATERING OR OTNER RI SK LEVEL- 1 Wl TH BA�KFLOW PREVEi�t T/t�N DEVJCES PER THE U.P.�. METHODS, AS APPRCIVED BY TNE CI TY ENG/NEER AND SHA�L COMPL Y W/TH PROXIMITY AND PARALLEL TO GUTTER LINES RESULT IN LEAVING PAVEMENT STRIPS 1N DISTRESS OR LESS THA�! TWO FEET IN FE��I,A ��A�PED I��C�C�I�P� PRC�FER�'Y 1�IRI�:A SOUTH CQA�T AIR QUALITY MANAGEMENT DISTRlCT'S (SCAQMD) RULE 4Q3. W/DTH (BETWEEN THE TRENCH AND GUTTER LINE), SAJD PAVEMENT STRIPS SHALL BE REMOVED AlVD REPAVED, AT THE . . QSD/QSP CONTACT.• DISCRETiON OF THE �ITY EN�INEER. A TACK COAT SHALL BE APPLIED TO EXiSTJNG ASPNALT CONCRETE ANQ VERTICAL PROPERTY 51TE IS NOT L�CATED �•46 AC NET/GROSS HECTC}R L. Ct)RREA � WI TNIN MAPPED 1�0 YEAR SPECIA� DI�TURBED ARE�A cERTIFCATE 20658 �PECL�IL NOTE: 12. CONSTRUCTI4N FENCING. A S/X FOOT CHAtN LINK FENCE !S REQUIRED ON ALL SURFA�ES TO BE JOINED IN COMPLIANCE INI TH THE GREENBOOK. # INDUSTRIAL AND COlV1JVlERC1AL PROJECTS UNTIL ROOF SYSTEMS ARE �OMPLETED FL�C1D HAZARD AREA 1,33 AC EXP. SEPT. Q3, 2015 �, IF AT ANY` Tll4lE DUR/NG EXCAVATION/CQNSTRUC770N OF THE SITE, ARCHAEOL�GICAL/CULTURAL RESG�fJRCES, t�R ANY pR AS DEEMEJ NECESSARY BY THE CITY EN�INEER FOR PUBL/C SAFETY. THE � ARTtFAeTS OR BTHER OSJECTS WHICH REASONABLY APPEARS TD BE El/1DENCE �F CUL TURAL OR ARCNAEOLOGICAL ��• PARK�NG LOT GRADE. THE M/N/MUM AC OR CONCRETE PAVEMENT GRADE SHALL BE ONE PERCENT (l%) RESOURCE ARE DISCOVERED, THE PROPERTY OWNER SHALL IMMEDIATELY ADVISE TNE CITY OF SUCH AND THE eiTY MAINTENANCE 'OF THE FENCE /S THE S�LE RESPONSiB1LI TY OF THE CONTRACTOR. r^'~1 SHALL CAU�E ALL FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE AFFECTED AREA T0 IMMEDIATELY CEASE. THE GUTTER L/P. A 3 8 /NCH L/P SHALL BE PLACED AaJACENT TO C�NCRETE GUTTERS IN ACCORDANCE WITH �1 TY AND TNESE PLANS HAVE BEEN REVIEWFD BY THE UNDERSlGNED RELATI VE S�� �pf E S S/p tNSPECTIONS. ALL WORK PERFORMED WITNOUT PROPER tNSPECTION FROM THE 17. � Q Nq PLANNtNG DIRE�TOR AT HIS/NER SQLE DtSCRETION MAY REQUIRE TNE PROPERTY OWNER TO DEPOSlT A SUM OF MONEY 13. ENGINEERING STANDARQS. REFER TD STANDARQ NO. 200. � TO TNE GEOTECHN/CAL ASPECTS OF THE PLANS AND HAVE BEEN � CITY MAY BE SUBJECT TO REJECTIOI�. � �,� 1T DEEMS REASONABLY NECESSARY TO ALLOW THE �ITY TQ CONSULT ANOjDR AUTHORtZE AN JNDEPENDENT, FULLY FOUND TO BE IN CONFORMANCE WI TH 1 N TEN TIONS OF THE F1 NDINGS �- O� �`' �, , � QUALIFIED SPEC/ALiST TfJ iNSPECT THE SITE AT NO COST TQ THE G/TY, !N ORDER TO ASSESS THE SIGNIFiCANCE OF THE ��� PAVING DETAIL AROUND MANHOLES, VALVE CQVERS, ETC. ALL PAVING AROtJIVD MANNOLES, UTILITY VALVE COVERS, ETC. SHALL AND RECOMMENDATIONS CONTAINED IN THE GEOTECHNtCAL REPORT �; a `�� y FtND. UPON DETERMlNING TNAT THE DISCOVERY /S NOT AN ARCHAEOLOGICAL/ CULTURAL RESOURC�, THE PLANNING ` BE JN ACCQRDANCE WITH THE GREENBOOK REQU/REMENTS, UTlL1TY AGENCY REQUIREMENTS, �ITY AND ENGINEERtNG STANDARQS. BY EnGEN CQRPC?RATION DATED JULY 7, 2000 AND THE � �`''' DIRECTOR SHALL NUTIFY T.HE PROPERTY OWNER OF SUC.H DETERMWATION AND SHALL AUTHQR/ZE THE RES�IMPTION OF No.21873 REFER TO CI TY STANDARD N0. 503 "PAVING DETAIL ARQUND MANHOLE." �EOTECH UPDATE LETTER DATED APRIL 5, 24�3. � �' � WORK. UPON DETERMtNtNG THAT TNE DISCQVERY IS AN ARCHAEOLOGICAL/CULTURAL RESOUR�E, THF PLANNtNG � . `� �" D/RECTOR SHALL NOTIFY THE PROPERTY OWNER THAT NO FURTHER EXCAVATlON OR DEVELOPMENT MAY TAKE PLACE ���ES�GR'S PARCEL NL�IVIBERS ENGINEER: . � � � •�''/��"" �,,,�� �',,T G'���L �� UNTIL A MITIGATtON PLAN OR 4THER CORRECTlVE MEASURES HAVE� BEEN APPR01/FD BY THE PLANNING DJRECTOR. 19. AC PLACEMENT. THE METHOD OF DEPOSITING, DISTRl8UT1NG (I.E, USING A SELF PROPELLED SPREADJNG/Fli�iISNING MACHINE) BY� DATE: 9j Q��a ' 961-290-002 , � . , AND ROLLING A� SNALL BE !N ACCORDANCE WITH THE GREEN800K. Q BJ{?RN RATENE, REG! TERED.PROFESSlONAL ENG/NEER F DF C P�-�� � �.�z�Zt En�►zneerZn+c GEOTECHNICAL NO. 162 2. N0 GRUBB/NG/CLEARtNG OF THE� SI TE SHALL OCCUR PRIOR TO SCHEDULING THE PRE-GRADING M�ETlNG W1 TH PUBLIC SITE ADDRESS 3�281 YIA C�I�Z 2p� ACCEPTANCE OF PRaDUCT. THE CONTRACTOR SHALL REPAtR ANY DEFECTIVE SURFACING DUE T4 GRADE SETTLEMENT OF F/LLS, woR�cs. ALL. PROJECT SITES CONTAIN/NG SUITABLE HABITAT FOR SURR4WiNG OWLS, WHETNER OWLS WERE FOUND OR 44605 AVEN�DA QE MISSIONS M�RRiETA CA A2663 TRENCH FILLS C1R BASE MATERIAL, AS REQUIRED BY THE CITY ENGINEER. NO PAVEMENT "BIRDBATNS" OR DEVJATIONS GREATER BENCH�V�GE�.RI� NOT, REQUiRE A 30-DAY PRECONSTRUCTION SURVEY THAT SHALL BE CONDUCTED WiTH/N 30 DAYS PRIOR ro tABU 84U-08l�T � THAN 918 /NCH IN SIX FEET SHALL BE ACCEPTED. - Sp_�._�g GROUND DISTURBANCE TO AVOID DIRECT TAKE 4F BURROWING OWLS. !F THE RESULTS �C}F THE SURVEY INDICATE TNAT P P ' d1 N0 BURROWING DWLS ARE PRESENT QN-SI TE THEN THE PROJECT MAY MOVE FQRWARD WI TH GRADING UPON P �;����'j' RANCH� eALIFORNiA, 34CI FEET (�03.6 M) SOUTHEAST ALONG PALA RD. FROM TNER ' ' � , BUII.QINC`a AND �AFETY INTERSECTION QF PALA RD. AND THE RIGf�T OF WAY OF SAN DtEGO PILELINES 1 AND 2 AT THE PLANNING DEPARTMENT APPROVAL. IF BURROWING OWLS ARE FOUND TO BE PRESENT OR NESTING DN-SITE �URING pARK�R 215 LLC 21. PROTECTION OF WORK. THE CONTRACTOR SHALL: (cr) PROTECT EXISTING STRUCTURES, CURB AND GUTTERS, SIDEWALKS, � �7-IE ,PRECONSTRUCTIDN SURVEY, THEN THE FDLLOWING RECOAAMENDATIONS MUST BE ADHERED TO: EXCLUSIQN AND 27gg9 HOLLAND ROAD REVtEWED FOR COMPLIANCE !T TITLE LANDSCAPtNG, CATCH BASIN DEPRESSIONS AND OTHER SURFACE FEATURES AGA/NST DAMAGE CAUSED Br PAVING OPERATJONS wEST CORNER OF PALA RD. AND MASTERS DR., 59 FEET (18.o M) SOUTHwEST OFTHE RELOCATION ACTIVITIES MAY NOT OCCUR DURING THE BREEDING SEASON, WHICH lS �EFINED AS MARCH 9 THRpUGH 24 DISABLED ACCE lBIL1TY N AND ASPHALT SPRAY; b PROTECT COMPLETED WORK; ALL VEHICULAR TRAFFIC (I.E., M�VING OR STATIONARY LOADS) SHALL CENTEERLtNE OF PALA RD., 21 FEET (G.4 M} NORTHWEST OF THE� CENTERL/NE OF MASTERS DR. A AUGUST 31, W1TN THE FOLLOWING EXCEPTlC1N: FROM MARCH ? THRDUGN MARCH 15 AND FROM AUGUST 9 THROUGH MENIFEE, CA 92584 ,.....-n- C � ATTN: DON PARKER APPROVED BY: 8E KEPT OFF NEWLY PAVED AREAS UNT1L PAVEMENT SURFACES HAVE �OOLED DOWN ADEQUATELY; c CLEAN THE SITE l.E., . STANDARD MWDSC 3-1�4 INGH BRASS DlSK SET FLUSN IN TOP OF THE NORTHWEST CORNER OF AUGUST 31 EXCLUSION AND RELOCATION AC77VITlES MAY TAKE PLACE IF {T lS PROVEN TO THE ClTY AND A E D � � 1 F ( 10 FOOT 3.D M WJDE CATCH BASIN ANC3 Q.9 FODT 27.4 CM NORTHWEST C1F CURB FACE.� APPROPRIATE RE�ULATORY AGENCIES (1F ANY) THAT EGG LAYING UR CHICK REARING IS NOT TAKING PLACE. THtS TE�: �951� 377-2�25 REMOVE LOO5E PAVEMENT AND AGGREGATE, CLEAN DUT ALL Ii�ANNULE P1TS, ENSURE FREE OPERATION OF VALVES A TER ( ) � � DETERMINATION MUST BE MADE 8Y A QUA�IFIED BIOLOGIST. FAX: (95�) 246-90)0 • PAVING, REMOVE ALL DESRIS, RUBBISN AND EXCESS MATERIAL FROM WORK AREA, ETC. . ELEVATION: ���4.96 - NAVQ88 . �„Q��-(,�Z�� PERM1 T 1�0.. LD 13-Q 74GR CONSTRUCTION RECORD DATE BY REVISIQNS DATE ACC'D BENCHMARK � SCA�E SEAL Designed By Drawn By Ch�cked By ' oRA�VING N0. o QR°F`Ss�o q� -C ITY 0 F TE�E�U LA QEPARTMENT OF PUBLiC WORKS _..� �, �, . �`� �, RE�{�MMENDED BY: DATE: � Contractor HORiZONTA�. ��w�,�° °'���,�Z PLANS PREPARED UNDER THE .SUPERVISIQN �F - � W � � � �.,.., j PF�ECIS►E GRAD�NG PLAN P�� � SEE ABOVE AS NOTED � � • �""° DATE: 11 /� ER i N �EDIMENT �QNTRt�L PLAN inspector " "°• �� Date � ��� ACCEPTED BY. . . a ao�,a NOMAS . W. G RCIA . �� � � �. / Y'A:t .t1 VERTiCAL * �. HECTOR L. CORREA � DlRECTOR OF PUBLIC WORKS/CITY ENGINEER � " .: : ��x��x� PAR�CER MEC?ICAL. CENTER Date Cornpieted s�'-yT� �����- o�,�`�' R.C.E. N0. 36306 Expires � 6 30 16 �'-�;���:�:��:�:� _ PARCEL. 2 4F PARCE� MAP ��i132 sHEEf OF � NA oF cAuF R.C.E. 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TRENCN SIDES � . ��;� �'� w� i , ' n � � - ---- --.---�;,;�_._. _._. _� � _. _._.- -- - - -- -- --- -- -- --- -- �_� ._.� �. - �- -_,_, m �..- _._.,, ._._- - -- -- ---- -� -_._. _2..�_ � _ _= �_ m .- ��� �� c� - -- E�UILDING AND SA�ETY 6 N4N--COMPACTED � pE �, �� ---r,i.- 2.6� SANiD LAYER 1 c�LO-' � "�' -'"�'- RE1tlEVY�O FQR C�MPLIANC WI TITL.E � �;� ; - 24 DI SABLED ACC StB�Li T�' 0 Y � IN�ILTRATIt?N �►WA�.� �r APPROVED BY: ��� - � � ��_ � � D�TAIL-A .-� ��CTIOIeI � . � , � . n�E oAT NOT T4 SCALE r�-' NTs " � P RMI T 1�0.: LD�3-Q74GR CONSTRUCTION RECQRD DATE BY REViSlONS � BENCHMARK SCALE ��L �Ess Designed By Drown By Checked By � DRAWING N0. �� �o PR� � ��� REC�MMENDED BY: DATE: � C I TY C}F T E� E C U LA DEPaRTMENT �F PUBLIC WC3RKS � Controctor � _NORIZ{?NTA� � �,w��� ���'�+'�� PLANS PREPARED� UNDER THE SUPERVISI4N OF � .� � �..k ; • ,�.,'�- DATE: '� l I R�°�::. p'!��C I.'�'►� G 1�/��I N G ����'I�. !ns ector � �»�2�� No. as3c�s ACCEPTED 6Y p , �p. ei�on� Date ��' T 4MAS W. GA CIA `'~ SEE SHEET N0. 1 :�'�� . -��z=� PARK�R �A�DiCA� C�NT�I� VERTICA� *s � HECTOR L. CORREA DI RECTOR OF PU 6�IC W�RKS/ClTY ENGI NEER �:: ~ PARC�L 2 PARC�� IUlAP �a�3� Date Completed y�'F ��v�� o�' R.C.E. N�. � , r.:.:�:�.�. , �y q , oF c�u� � 3fi306 Expires � 30 16; R.C.E. No. 4827� r,,�::�:�iaea�:� _ SHEET 2 oF 4 �•� PA1 Q17i� - , � � � � � , � � � � � � - � � � � � ERUSIQN AND SEDIMENT CQNTRQL NCJTES: � � � � ov�R�AP AT �Nos °� FILTERED RUNOFF. AL� RUNQFF SHALL BE FILTERED �PRlQR TO DISCHARGING FROM A SITE BAG Crushed aggregate greater than 3 �, but srnaller than 6 in OR TO ANY TYPE QF PR/VA7E OR PUBLIC STORM WATER CQNYEYANCE SYSTEM (NATURAL , : ; � WATERCOURSES, STRE�TS, GUTTERS, CONCRETE-LINED V-DI TCHES, STORM DRAINS, � DRAIN INI.ET ��-��---�--��-� � - � � Filter fabric . l,. � GRA�fE� 8A GRAVEL BAG �, � :-f�.,.: ; ---��---�--�-�-�-�-�--�-�--�-���--�--���--.-= 3 I Ori inal FLOW-LINES, /NLETS, OUTLETS, ETC.�. ALL NON-PERMITTEQ DISCHAR�ES ARE PROH18/TED �,�.���' ,.: 9 : FILTER FABRIC ,q q 1 ....�:w�; : ; � ;� � �oa� ood °oo� grade FROM ENTER/NG ANY STDRl1�f WATER CONVEYAN�E SYST�M YEAR-ROUND. � � . � .._............. , . .: : � _/ � :......................................... DRAiN Itd�ET ................ : . , � : � : � :: � " : --- I�TER FABRlC ��; �;, : - ` �'���` �`�t, (12 in) Min, unless otherwise � :::: -------------�---------------------------�-: � � " � `�� �� � `��. � . s ecified b a soiis en meer BEST MANAGEMENT PRACTIGES (8MP S) YEAR-ROUND, POLLUTION PREVENTION MEASURES, � -�,.�,� . � SHEET F�OW ^� ' �.,, p y g - 2' ALSO KNOWN AS BEST MANAGEMENT PRACTICES (BMP'S}, MUST BE iNSTALLED PRIOR T� : : : ,� � : : ; � :::::::::::.:::.........�. : ; : , + : : ;-�-�-�--------------�----�--�-----...----�-- 1,t �,� RAVE� BAG � : : � ; �`��,. <� ,- SECTION B-B ANY FtELD ACTJVITIES. BMP HAND80C?XS CAN BE DOWNL.QADED AT ; :� : - : ��--------�------------�--------------------= ; sy� ;- ' �., ,� � �Ts � WWW.CABMPNANDBOOKS.COM. ADDITIONAL EROSION PREVENTION AND SEDIMENT CONTROL � : ; : o p�AN Fj� : ; � � ��::::�._::�:::::::�:::::::::::�::w�;�, A-A ��' .� ,��;;- ;;:��;;A,; . . ( '��.�` Q � � (ESC) MEASURES MUST BE lNSTALLED AND MAINTAINED PRJOR TO AND THROUGHOUT EACH : ; :------. . . . . SECT10,� � � �-.��..�:.:.:.:..,_,< ° : � � o '���' w� a r���w -� �������� '���: : � " � " �' RAINY SEASON. THE DEVELOPER CQN7RACTOR iS RESPONSIBLE FOR ES� MEASURES , ��I . y� �L ;. ��.,..��f>;�:�� � � OD � $� Wid,th as / : ; ; z . . : : � : : : ; : ;.:-- . : : ;:crrrrr.rrrrrrrrrrr.r.rc.rr.rrr.rrr.:ti:I.....-....�-�--�- ` : : < <.�..�. w.. � �w o0 0 °00 C��O (��� � C�ooO °�o � required. to , , , ' j %�=~�.. `�. . -..�:� ; > accomadat EXCAVATING AND ST4CKPILING ACT/VlT1ES, AND ON ALL EXPOSED SLOPES AND INACTIVE � ' � � TYPICAL DRAIN iNL�T PIqOT�CT1tJM DETA►IL� .;1j ?� V � � � ; 's i . ��::. '�.' �Q .: : . ,�f�"""M�� �..�=�.��.� • °- o 00 0$ c�o $c anticipated PADS THROUGHQUT THE ENTIRE SlTE. T�-IE DEVELOPER/CONTRACTOR IS ALSO RESPONSIBLE �' � � � ff : : : � . , : �� . . � N TS ....� c� ° cP �o C�o° � �o C�°�o i� ` � �,�.,..,..� .�� .M ` �., �� °� � "� � °�`- NY D/SCHARGES FROIVI StIBCONTRACTORS. .t.. � �'' � tra FOR A � . µ �'. � ,�, ; z o od ot;-, 00 �o� °00 0 � � � � . .............. � .. . . . :�. . , �;� ; L � .. . . .... - . . . .. . � w. . '• �""' '' `.:Li f � ` � ' � ������ �'I � TE 1 A HA E T KPl E ��. ... , `:.�:. ...;....,., i . . r :y..4,,....,......:..:.Y.........-..l '.^t`..,�� ..--..%:.:.::'/��.....-�.. i `� a. STOCKPILING QF BMPs. ADDI TIDNAL ESC MA R LS S LL B S OC L D A T VARIOUS � < < t 7 ( '�" �'� � ;��:-_.. � { � w � B t 1 � ��l �� ��:iFy.3'�.i4`�# �` �'w, i�_, I5'c`�i•` .,,.�,� .` ,..fcY:% �� �, j - . •i . i � TNE iTE F R MMEDIA TE tJSE WI THIN SEVEN DA YS PRIOR TO ANY : . . , _ � . . , . ........... ............. .------------ ------------- ------------ ............. ..---. .. ........ ...... _......-�--- ---.......... _............ .......... A l NS THROUGHOUT S 0 I : : . . . . LOC T 0 . . . . . . . . . . . . : . . . . . . . : . . . . . . . . ��. . _ . . . , . , . , , . . . . . . . �.� ;.;,.}...�„ ..... ............. .......-�--- ------------- .._..... .......... ............. ----......... .__..� ............. .---------�-- --�--........ .�,....__ .. ............. ,r ; � i � � ' ` � � ;� -�-°�-��.�:.�....�����; , a �� � :,- �:�: �' ��f�� INSTA�L STEEL SHAKER PLATE : �,..�, : : ;, � �,�,�,; �.--- _..,...... ... ; �� : ,';' ;' � > � ; ; �����''�; �; � ...................�,...,...............�,,,,�; � ,,,,._r_---F��r�"��~ � ,�= � :,� , r - FORECAST RAIN. ON EMERGENeY SfTUATIONS, THE DEVEL�PERjCONTRACTQR SNALL � � ' ' ' % � ' � � ��" ��=�� � � ����: � � 50' MiN IMMEDiATELY MAKE EQUIPMENT AND WORKERS AVAILABLE T0 PROTECT THE SITE. . . ! ; i f ,/ . . �_�c.�,,.... j �< < -'''" �`# ! ! i �.j f ..��F�. -ifr.y i '�J' . 1 � � } �:�� .' % . :t.. . ,..,.;i ��~� ^-) '� ..` �"" ; ' � • •, �� ki,?•J i._✓t.' ��� � +.� ;'�:�}:S:��J'' .i }�.ij<-.✓�� `l, '��/ ^y - . � � �=-�• ' � or four times the circurnference :�;;�,, f •, �z,.. f----:#, � � � S � 1 �5...�3 � ' ' .��.R . /' . Lsl�!"`t (���"": :'� ... ; ..r� r ;:;� ���. f. . .:;�r_r-:-...: �, `;��,�; ,,- ��,`� .:.; ,. �:.;�� ��,�.- `�� ;��,•€;�, rri , of the I�rgest construction vehicle tire, EROSION AND SEDJMEN7" CONTROLS. ALL ESC MEASURES SHALL BE INSPECTED, RESTORED, . ;,, �=�� �..� . . r:� �..r-:� ? �� � '�� -�' �;� . . � . wh ichever is reater 3. {..,�;.. �•� •r h. �� � :'1 . / f�;.. r�� �:,.:�; �.:.;��� ��:1.��=��� � � Match g REPAIRED OR MODIFIED . ) r:d•€. i: x r 'C:J'; % �t-::. .........M._..__ �_ �r '4`�� •/� 1 .............................................. ............... ............. .....t.e.....................................""'. .................................... --��-�---..,...-.,,.............- . : : : ' : : : : : : �.: : ' � : . . � : : : � � L.�..; :� :.....' .. �'.'. . '':',i,'�y.�. { y..�..{� •�' ��=� i 5 ... .......................................... . . .. : . . ,, ........�v.c ...... ...... ...�..:...... . 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PROVIDE FIBER RO�LS � :. : } �- � - . -------� .:..--�------- f.,.�fi- ....-��-=-`�---G �"�'........... ....................._ �.....---.....--: � . : : ; � : , MT NURASONE ER S ON C4HE �LTY EN�S EE HAL� N __ -� R JUTE NETTING S OT BE USED AS A : � j � � t :; � ` -- �;/, , i 1';") ,�i -;"°k.• ; ....................... >•``� •.. � . . , .f . . . � ; , � ...:.............................�---� ------�- �'�•..0.�._;�. r ....� ;).�.';�:>�� � s' �,� , ;.: ; -�,,,., ",.' . : : : • � ------- � -�-�--�-------------�----�----- -- :: . • f i : ; ( � , �` i ` f ,��~-i--lr--------�------------`.F-^�c;'; s , : ; : , f : ; ; �., �' ; N - AND EiTHER A BONDED F1BER MATRIX PRODUCT APPLlED TO A RATE OF 35QQ L8/ACRE OR E :; ; .�.�.�.. ; . . , . ;. : , . , . ;: . :--.;.�.. ; f i : r f � "� . ( i ; i i i : \ � t i •.1. !�:i ..,.�.��. ' J ��i�: i---+'.....----- � w . �# t . ; -- � ���-���-������-��-����� � : : r : ��� '�, � A STABILIZED FJBER MATRIX PROI�UCT APP�IED TO A RATE OF 1 C7 GAL/ACRE THE Cl TY . 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' .� . i .. � ; � E T NTR SHALL lNCLU UT ARE NOT LIMlTED T : q ` : E ` E � i i i � i ` �----------;l-----�------�-------------- : : <,''E�--�i ' ; : ;i '-�'/. 3;.?t�.: � --------------�-�------------------�--: '• `s . ; N . � b SEDIMENT CON TROLS. S DIMEN CO OLS . . . . x -�,::-,: � . , . � � �- QESI L T1 NG �BASINS, GRADEQ BERMS, FIBER ROLLS, SlL T FENCES, GRA VEL BAG CHEVR4NS . . . . . . . � . . . . . . . . . . . . . . . . . r : . ; : : ; ; ` _.� .............� ..... . .. v . . : : ; : �... �;�- . . ...:...�_. ...s�.,... ; � : : : : . F„."'' ; ' � . { i` t! i `S,{i�i::'�.l � �{ �% . i H : : : :. i i. ; . i;���� ; � : : • : : ::`_ _.. . : .""" - wM----w-�.---� ; : ; : : ; : : :: , ; .., : :: ..}..� : ; -� ...�.;�.v,--������-��,---�-�--- � if �-; � (FILLED WlTH MINIMUM � GRAVEL), GHECK DAMS, DRAINAGE 1NLET PROTECTION, ETC. FIS�R � � i � ' -.M G-..�._�. , i-€= � � # ,� _ . , t ; :� � ; , ; ��:y; ;;_,;.�;:;: ,.,.: .r;a:�;:: : ; ; ; ROLLS SHA�L BE INSTaLLED lN 15 FOOT INCREMENTS MEASURED ALONG THE FACE OF THE : . . . , . . . . . . . . . . . : . , . . . . . : : : : .: �. : : � : : : : : : : : : : : ;: 1 :-------- � : � : � : : : : : : : : :: -----.�. �� ` .. : : ; : : ; : ;- : ------------�--....._. . : _ . �. ; . : : : : . ; : << : :: : : , ; ; : �� .... ,,�,;:� ----------------------- ---��,�-� : <1 ; � I �A�R I IG �r�L T ��N C E � : : � : : : � : ;.;: � : ; ..A;....-----�-�--------------------��:------_..... : ,� : 1 : ��_.°�=v_-�::..�.��:::� ---�:;-�r.,--` ` :: ,t ,,' SLOPE. SILT FENCE SHAL� BE 1NSTALLED ALONG INTERIOR STREETS AND COMBINED W1TH i : 7 � :: i�:t f : . S ..!/_..._i�....:i� lSL...•..~'...... Y};4.�} : : '' ; 1 � . . � . � ;.;� �` ` ..:�..�:::w.v:t;...�. .. . ,...w; ;, �"' i NTS GRAVEL-BAG QR SILT FENCE CHEVRONS 1NSJDE TNE SIDEWALK RIGHT-OF-WAY OR BACK OF � � � :��- '' ,�' � ; �:: ,. : � ; �:'f. "�"'�'�.. ;'Ft . •... •� ,.x'i%:� � V'r"� � 1 �'a r Y Y '�",. '�:.t,...�,.�...; "11.�t,�,� '�:. ;'L r � . . , , . . . , •j� �" ♦ . � \ :�.. . . . , , : . . . . . . . . : . . . ¢ . , . . . , , . . . , . � , , t • . • .. . . . . , . , � . . , . , � . . . , • • . . • � • ., . ., . • . � . ; , � �� � -�------------------- ----------- ; �:.�A.........................................� --�-------------------�------------�- �.��-;��> CURBS. . . , :� : s� : : , . { � s a : � r: : i ,j3 J r � , . . . . . . � , . , ; f ; . � t ..c:."---'----'---------'------"-----'' i�r � '� ' . 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E . - -------=-------�---------------------� :` � .::.:-�;: : > �:. .... ; ...--------------�--�-------�-----��---���: : .�--------�-----------�--�--�'--�=''-: � STOCKPILES ONE ACRE OR MORE C1F SOlL TNE SITE 1vPUST BE COVERED UNDER THE STAT � . . , . . . . � �;� � � ...................... _ . � : � r # . { �� ��s� V3:""; ;�'}1 � li £` f � i`.,':�_• ..�^.v. y . . �.J '��� � ,5 � � , � '✓3 r"'.:,. f �f j�' 'tti: t;�i"...�,! r..J;�.i' - �? . � . i i i : i � : : : : � : ► A : :� : : : ����� �.::��:� , . :,�-L�,. `+ I CONSTRUCT ON GENERAL PERMI T. A WASTE D/SCHARGE tDENTIFtCATIC?N {WDID) NUMBER, 7:f, ;,.� �.� � i �".. : .�,�" `.�,}..'tr.. i�.i�r^> "Y�;....{; � i'� . ; � '; ; ' ; ���i �'�t.,.}� ti.;r i . i i�ii i . �::: � . , .. . . . . . i t:;: f ............. . i ir .... .......... `F.V..._...'���E' F'�#" '�.J i�,:% ..;�f,�; f f I . _ _. . . . , , , i i },. t :r'i'��. •-%E',w :i):f"; '.. . . . . . , , ...; t� ; _ !, !,t `,.'r, : i '-- •- : : : : : : ; :::. , ;______;.__............................ ti,�:��: ; ; �,��r� ,��-;: : ; �� ;__________ , �v:�.� RlSK LEVEL DETERMINATION NUMBER AND THE QUALiF1ED STORM WATER POLLUTION . . . . .. . . . . . . . . ; . �................ ............_...--�-�-�----�- � .,..,� , : ; � . ti ; : : .....�,� �.; ,, , ,� : : : : : : : : : : : : --��'�.-<: ; ...._._. � �-�................. , . 4� --•� 1` : v�;�-> ..._ � . : : : : : : : : :� : : � ..... . . . .---=�------=--��-----,--�=--...------�-----------, ; � � ; --------h....------�-.___.�._._M_.....�..�.�.�.._....�,.,:� �...,':...------�-��-- x, �< N P AIV" SWPPP DEVELOPER SD SHAL� BE PRaVIaED TO THE CITY� PR10R T4 � -��� -�- � ,_ PREVENTl4 L Q . . . . . . . , __...W._ .�.�.M�... . . .�.. ; � �,. . . . . . . . . ;; � �;� � : : ., � ....: ; : : : : : : : • i, ; x�.�..,:�,;�u � ��: ; � � �;���.. i....., ,} ';` : $ : : ; : ' i i E E i � i i i ': �•i !f_��"t�.;'ii`.".?..... : • : : ( . ,.,.`J..�.. 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"" ' . . . � . . . . . . . . . . . } ,{: f r- . . . . . . . .�:� � ,) . ;,w"l/ �'"7' {3..! . _ . : .� �r: ,:�. : . . . .:. .-y., . . . .. . . . , . . . ..�: �vi;--" . ...}.. � ti _... � �-- ----�•--�-- - -- �-A-� -- •� � •� , � . r • , �.:..� . : : J , 3E !�• 'i.���.-_ �.w:.,'� i � s ,-:f;...; ;s i � :" : : � � � ` � � � '� � � � � � CONDI Tt UN DURlNG CONSTRUC TtON . : . : �.,.� ...........:.....::::�::::�::�:::::�: ,.�:,._,: : ::;F: : f: 'r' � ; ��l • : . ..:.:' ; J ._.�....�,,,.. ��w,..... . .. . .�.: .: ; :�±;� : s � i Aa � i � : ' ; , ,�_._-__- ,1 .. ---- ' : .}��� � , �� : F C !^": � € � j ? : :, __.�.�.�,... f i L �:::: ; . . � � � � � � . - , ;.!-�; �` � � �� � THE CONSTRUCTION PERMlT C�iN BE DOWN�OAQED A T. : , � � £ �� � . . , � } . .: .. �--��---..__------....._._.r,. .. ..k!., 3 t � . 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E; � , f...,' �j;� '� �^��� v E i�.)? � ,� . i� �I . €t;.i: � T3 :�.'." . t�" .y?`f � . . � � � �., � � : .�.�- : s : f PERlMETER PROTECTl�N. PERIMETER PROTE�TIUN MUST BE lNSTALLED PRtOR TO ANY � � �� � ��... , 3 r � •• • . ..r, . • ��_-�----.. =tc. . . .,........w.._........... . ...; �. . . . . � � � . . . ;...�.._.�,..v........_...v;.v._, ..... .. . . . , ; t...,. ;... ......i .j.%".i.`...�:f'...............� ;irE:-..,: -'-------- ---•---...,!',E.;i..x.: ��'`� i a ; � ; � � � �; 'i I ' � E ^'• � ' -------•- ' ! : � f�..<'"^,. ; � :.f'j : `.��-,-.�>�r...:: ..` ,. t C, !- �'•.<r' i � � i ° : , 3 � �� � : # : . � � j� � � : :���'�`=��-���fi������ � - �:---�: � � : � CLEARiNG ACTIVITIES, CLEARING SHALL BE LIMJT�D TO AREAS THAT W1LL 8E IMMED/ATELY. I � I � ; � � f !'.�. � �.,i "-;��.`C:!:�:.�:.,�.. :'1:.}::. � ;C"'1 � � i : : : � ; {;'' '�','�`_v E ' 1' : : : i : � � � � Ij; :� ; ' , .: -- .��:.�.: : : ��......M..n ., , : �, ,: : : : ;. . : � � ; : ; ; ' ;«�'��; : r�°:-�::; :�:�.�"; :. � %` �: :� : :�:.�; ; : ; : '�: �RADED OR DISTURBEt;?. A COMBINATIQN C}F ESC MEASURES SHALL BE 1MPLEMENTEQ IN ; : : : ; :='.� ' •.ti ' i : �-: ' `; , � �; . � ; . ! t o ... '%.�: : �: . J : f . � � �.. { • . �\Ctk// •f lr. � )..�:........ .:.:'......,, /` �f � � . : '` ' : � :.�:�,�-.......--�---�.--...� : :..,. ...__ .:-.-.-.---� �..-__- w :-�. . ,------------------------------=-------M ; ;, , '�; , AREAS THA T NA VE SEEN CLEARED. AL.L DI STURBED AREAS OF AN lNACT1 VE SI TE, AS �;....�.........�.__....... � .; q'�, � � ,/ ,,; ... ''''JE�:i ,_ .>1 f i . .. . ; ; i : 1 i .,. : ' '... ' ; i�.,�``L.r.:✓'s,f ;;-j•• : �i•./ ;, ��,, �. `;. �,� � ' � "E ; !; `` . ° > ' �� i ' ,�. � ... _f ..��.� : ` :'�; ���� �������������������������-�� �;� : �� � DESCRIBED FN THE ENGINEERING AND CONSTRUCTION MANUAL, SHALL A�SO BE PR�TECTED. . :� ! � � �� � .s � � ���� � � �� � ( ; ; :�';.� :1 • � �:� ; f; `�� ; ` � r ..;�;. .. .�� . ';.� { `� `� '', `�, : :I 's � f' :.,-� �` � 1 � � `� .... # �- �\ `'* �``� ,�``� '�; � '` :�.:. � . . ; ; . ; : . .• : , ; �..�; ; i : ; '.... ......._....v.......;--�--- ..z � � �}'r? �....�...._��.---..;.'w-:.-�...�-�%�--w.�'ti` ; : , : . . : : : : : : :� ;�-----;�.........._._.._......... : . �.;. ._...__. �. )} ; , : �...: : , : ..... ,..: :. : ,,/ ...............................�....-.n ; ; �; `,,. �+ �ON�STRU�TIC}N ACCESS POINTS. C4NSTRUCTIC?N ACCESS POINTS SNALL BE STAB/L/ZED WITH �: � � Y S,' i . :i. � �t�""''' S ! � � IJ' C.�3 C.7. '' : ' ; � : . i• 's . .� ' ;__:. ; � ,.,.,.r.._,, 3 Sf , . ; ; ;�s �; ` : � � � � ���:� � ��� % . ` .�� �: � A CDMBINATIaN OF ROCK AND SHAKER PLATES YEAR-ROUND Ta PREVENT TRACK-QUT � :� �; {���� �: � � , , :<:� ��°��..�� ��� �:�,: �: ;� . � �' 1 t `l ::\,�'�: y�,w �G' � ' ' `�ti�! !, i . , - ! . . •, : : : : � � . .. '. . . ; : :: :. ; ; : � ; : ; ; ; ; ,: ;�......... .......... ..........�....... ; .�.� : .......................................... ..�� : �;; ; �: �; J�ITERIOR ACCESS POINTS (ALL PROPOSEL3 DRlVEWAYS, MATER/AL STORAGE` AND STAGlNG � . - . . . . . . . . . . . . . . . . . . . . . . .. �- ��-�-----�-�---�---��---�----- � . . . . . . . . . , . i , '� . . . . . : . • �, ...�:...w..._.� ,/: : ` ' ` ' ' ' ' ' � '{: �.� � ` '�; ' � � � TS, ETC. SHALL ALSO BE PROTECTED WI TH ROCK TO PREVENT , . . . . . . . . : . .... , _ . . , . . . . . . . . . � � : � 't ,vs.r.,. --,-� i � � 0 50 � �, � �-- ' � AREA ENTRANCES/EXI } , E: t ;� `� ; ,} :�,.,;_.. Eii >,�i /� � { ' ' �: �: l t i S. :t'��,i,r } : . . i :: � : .::�....r.'.......... . f • - } t /� i ;: i ;�� TRACK OUT ONTQ INTERlQR STREETS. ROUTINE STREET SWEEPING SHALL BE PERFURMED ON . ' " : i ; ; i i � � - �' { ' � { i � } it!`�'.,�:.�i'`���z>x:.:.:;i i. : ; i : : .. : : :: : : � 's f t� 38 38 : : :.; .. : : : : • : : . . : : : : :: :: � � ......: : ' € ' j :: : : : : : : ; : ;: �:_..._�.......... .......... �� : w,...........�._..�._. . : ' ,: , .�: �-;:::::.:�,:_.......,;.:.�.::.::::::::::.� ; --------------------------------A ALL PA VED STREETS WHERE TRACKI NG 1 S OBSERVED. VACUUM SWEEPERS SHA�.L BE USEQ : : : : : : : : . , < - : : ; ; : : : : : : ' .._.. . I: ; �� , � � .; ,.2:, °� ', ����� �. � � ��;.�, ; ' K:� : : : : : : : : : :. :; ...�.. : : : : : : : : : : : :- �� :f -x.�.�-;�. ,: � : f>�.�..,���.,: �:� � ; �: ��,������� � � v}-:f.�; : � : WNEN STREET SWEEPI NG BECOMES INEFFECTI VE. CON TROLLED STREET WASHING SHALL OI�L Y 3 E E i E i i i i E ' .� � j-f _.. `��-�`� � � :f '-�-�� •�3�� ,� � �. � ��....��•.�: �. , � , ;� �A �1 . - :: : . : ; , �... :.. �. �.:.- : : : : i : : : : : ' i° : ' -���., .� �J`.; . : : : : : : : : :. !' :'�i��'-;;�,;.�::::. :� ; � :. ;.-..: , .��...A:�;::��:��<��,:..:::;h +� SPHALT SEr4L COAT , AND ONLY WHEN ALL ; : : : : : : : : :} :�,�::::'.EL��,..:......�....�_.......... ; .w�._....::;�::...,_.:::,__.......ti�.�.:.;,._..:......� ^ ; �:.�,,?:-'. 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A�� , . . . . . . . . ., � ��' .=z� �.}:� ...... ���' / -- -�--� ( , ; . �, : .,., , , . � ,. . . . . . . . . .. . , / '4i i h �' . . . . . . . . .� ', i •.��.� ' �. �t 'y �.7.. ........ :t.�.• ��� �L, r,: .. M1 : �\ _ . �` � � , ' : : : : : : ; •I : , � 1 � : ' ..:.y.. �� f � � i ...: l........M.................... :.�•�w1�Y':<.h^� � ,i:�•l : i�..' ' : � \ 1> » . !",� : .....:v. : _.f�:�i�.f'� �.:;','�.., ,Nt��'�.,.� �"ti....,� .. �;;.i:i.�..,�`r;'?� :f � i' .. �........... .... : ; : ; : ' : : : : :y: : ,�.`� {; : £ �' f, ry�.`�:.�.�-=::f,�1-�"'t � .. � ;, ...,..��. :,.: °�-� � .:-�.:......... ' t `�� SECURED FROM THE PUBLIC. 5JGNAGE INDI CA TING PONDED WA TER - DO NO T EN TER OR � i' .,...,,..._:_.........._,.�"'"'1 � � ��.�' .`, f '� ..._....., w�} ! i �Yli��• '{ `.�C�jC._. � `'''. �5 - � � . . . . . . . . . . . . ..... . :-^ . ....�.............. .�r.: .. � . . . . . . . . ; t._.. • ^(M1�-.. ..€::.(..�' 'y�,r . . . . . . . : : �;in. .., :...-;..,�. : ?4.: f<'., . ... �•�'.r,.�....,,` � � : : i : i : : i . . ,,,,. .�.. � �, .• . .✓ ....�'�i1 .,}.�.. _.� � . � � �..� ..:..:=�: --�� :. . ;i ., , ...{;�.-:. s.. .. . . . . . . : : .. .,.:::.. .� , �,. : r�. :� �:.��:;-.�: �t: v_.�.._v... � �s� �� �'�<��� ...... 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MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISH , � � � .# � � :�f l� s�.g �., �:.. .........:.�,., �i i1.r=",�-.<., 't 3; � ;( {:'<� ;t�r;`' ' `' + ' CJ. , � . , �. :t.��..�..�?%��;:,'`r � ' i 4 ; � :,. � i'. ;:aa �i9 3 i':t,�;.` ti^,.:, # } . �._....�_�'_____. } i•j` :�..,i3' ..? .E....:::::::::aw::----;----=-•{. �/ �M""��,w � m.. i ? i .) . .w :"1 �.�.. , f .� E. , .> ; . ,% i � ._....�_--------------------------------------------.------ -------. l 1 E P ERS LANQSCAPE MATERIALS AND : __� : : � :;� . :: . .. : :�_. , �,- ::::...... . � w TANKS PORTABLE TO.ILETS L QU DS G LS OWD ., . ; .. . . .. . ..... ._: , . . . ,. r_� �, :,.; � ..., ^4 : . . .. .:. _, . . .,,, : � � ( � �... . :.: ;:.............:f f.-.,,. �---- ..................._. .... t , , , , , . . . . ................:........�--.._................---_.�..................................... . ............. ��--�---................. ...-��-_........._......,.......................... .� S , � � � } � ' � •: : :�� .1�.> .. � : .�. r a�:. : F.f t.�....._..__--._.,.__.�. �_._....._,....�... . , ;t� t .._._�......_�............... q _�.� ���. ......v.�.._.�_._��.� . .� . �r .,. . . � .�I : •• :. : : � , • y�. , : ;� ; . .. .-.... /�" . ,•.:••.., t. 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STOCKPILES OF S41L SHALL BF STORED A WA Y FR4M LL U8L C S 4 W ' f i 4 : ; i�:; , � : ;st„f f :... ...:;::'• t� . .f'• ^--,£.�...-.�. ./...��. .... ...r.................�...�; ....�.,,, , ..�..�.✓ ' v` 3� u., u.�.. ,t - f � .'.•. ; • . �_: .... �. ..... ..""""" ..-t : ( I ` � � #. • L.. t ,: ' t......�..... t - $ ! � � �o�o o�o�o�o��o� v • - . .. ., ....,. � t ,.. , ' � ........ ----%�'�- . . . . a�oa o o a o oQ o0 0 0o bo 0 o d o 0 0� � o- ;: . --�.-,z•�•: . •l... . .; � . .:' ;. � __.._�_�..w .�v.y......._��_� _.�.._...,_,�.......a;..�_....�..,..._.�_.__�..............w._,.�_._.___��_��._,.. o 0 0 0 ° S � !,..:..: ... ...............""...............'""....�.-.:............. "�EBa ••� O � O O O O Q� O . . . � . , -;�-N�:I��.,-...,.._ ._ ��._�_��__��v�._._ .� : "., :' _,.. . W � � � f i ; ::�s • : : :�t � j - - I �=�:;. ;:.?:�: . , . � , , • .. . ......�. -2"" .. . 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INACTIVE STOCKPILES OF SOIL SHALL 8E C LL � � . . t . i . r �-.-vf r �..»�....,...,.... _...........................................,.�...�..........Y..�.�.�-..-.,.-- . ' ` ...."'`" :..... �O 0 p0 p O O OQ O�O O�60 �O�O :) : � � E ; ; ; ; ,. ; ,� .. , r �;Y v .. . . . °�° � � �° ��o O .�D ACTI VE STOCKPILES SHALL BE COVEREQ PR10R TO A FORECAST RA1N. ��� ,... o oa o�o0 0 os a4 o a o0 000 00 00 0 � : . r ._"t„ . {..�_. .__.,.__._,.....__._,�......v...._...�w......�.�_�_............_,.x.._..,...�._.�.-....�....,.-.v......................._..�..-.yw.....W...._...-.._.._.,_.��__..__._.�......__._.,...r...._..�.._.._�..�_..}..,... .....................---� ,o_�o°�o°�o � �a oo..no..�o,.�o_.,o_�o. .. ° ° 0.,� � • �. �. ,� � .�.� �y'�. � ..r�-,!,.. s.i. �J'.._..,..,_._.�_.,..�_.....�....�....,......._._' �.,.#.. �'<<'.n / � p.., � �f ..� i , 0 �... ��.� , "�� --'� • � . . . , . , r ` T �,... .. .`., ,�,• . i � • i __._._ , . { , � , i i .t ....... ......'--' j ` ' . . ' -- -"-''--"- -"---'-'---' '-'--'-'--'-" '--"- -...- ----- - r . . . � , .� �� i ...._.-._._._---... � r ...�. r , �^.�,�......""'................"""""""'..."'............................. �' �r• t . .,. . , $ '.... ........,..: c..i . . .. - . .. � .. , � .� ,w� , . /� j � � _,�.---,_.-,- � y....�.�..!--'-.f..........................'•"'."'.............--'-'........................................-""'................}.r...""'-"'-"""-"-'......................"-'-"'--"-"-"'-'-'.............."""'-"-"""'."'--"""';..-�t�✓-. .... . � . . .j..y a} ..� ;f ^,�"r'" l tA f,r . .�f , � .•� -'` r ' / . . , /�' � , .. / ` �� r,��"� /I � . � . . ( .t � �i > >{�l+,.i� �, nvv� 1 i:<'�'�� V�':i it".' �... . o� � l . , . . . i .., � j � . . . • . . . ; ..�... .;... ....._. y� -- ..... .. --" '--' '- -"" '-'= "'-- ..... . �+ n �r. x f \ M1 'I 1 �. :�� �• ;Y, s "�'�% % .y ""::�..:.�..c..-i.. : i.:.Gl.. j�.�';.., ;, . , . . ,, .,. : ; .....-----�-�-�--------� --........_.. ;- .:. .. . .... ... � ... . . �, ._._:_.�.�...k.w.�...._.._ `"�:::.,�.. �3 :%�,�� � E� :-�..:Ft�F��F R TEMP, � � � .. : � �' � ... .....--�---`- - .......,.................r... ...-----------------.......... .. . . .. I.� i � � � , -........--�-�- ��.............................. .-�--�----�--..........----. .--............. ........... ..... .............................._._..---.................................. , ,�_;:3,.�,,,, ,.._ ., : ��� 1 9. CONSTRUCTlON WASTE. C4NSTRUCTION WASTE AND MISCELLANEDUS DEBR/S SHALL BE _:;%' ; , .._� - - � ' . 1 :�%�.'.. j.;..:�E��. ` , �p � 3 � ; ; { ;,r, -�, �, �� � , �, -�: --- ... � ...-� y � -�-�-�---�-�---......... - € -`` - - � PLACED /N WATER-TIGHT BINS. WIRE MESN RECEPTACLES SNA�L N4T BE ALLOWED. ...... �T� CTIDN WATE1� �- � : , � � , ,; �? .,� ,, ;,-�, �.. f ,° ��pRC��f EC�T IN {PI.ACE UNTI� f�;, t � � ' ° � ! � ;; � � ,..f;- '�.� ; ;- � RE��3CA€TI�N !` :� ! WASH-Ot�T STATIONS SHALL BE PRUVIDED FQR CONCRETE, PA/NTS, STUCCO AND OTHER ,-- ,-`� � , : ,-� ' ,.�� `...! ;, ;' . ,' �t: ;' : '�, � _ , � L,IQUJD WASTE, AND SHALL SE LINED WITH PLASTIC AND L�CATED AWAY FR4M PUBLIC � : : : : : :. ,,- , �,/ . _ : ... . .. QU : : ' ' ' :: Y+�/ J)/� �-. �...t� S .,1„�; -. ,,�':"' ' . ....""" """...... , . . : : : : : : :: ::.�: �...:�..�.�� .."' ''�. ... :... . ,:,. , .,�„ . -` `, � � �� ------ ------------ -----���----_: ��;----..`---. .. Rl GH T-OF-WA YS, FL 0 W LJNES, ETC. PRl�R TO AN Y FORECA ST RA1 N, 81 NS AND WA SN TS � � : : ; : : : :: ._. .. 4 .. < ..__ ....... ............ _........... ............. ..-.-.----.-- --�-_-_----.. ........... .... .. . ......... .---�-_-----. ......-�----. ...._....... __. , ' ..,:_y. ,,r, i'.;:•t 1'v � � 1 i: € . /j/ / y.... ; . � � ! i � �rJ � # : � �-''�JGREI�HIC SCALE ,;= � � �`'.,� �, ; :; - i �i ' o SHALL BE COVERED W1TN �IDS OR PLASTIC TARPS. � � � � � i � � ( �-� ,, �: �;.;� �,: .. } . � �;' � ', J V � ; � ; : , �� i. S , � : ...;. �.\ : ,`4 � 'j:. _r..._..�._....Y...._..,....._ f � i # i > �0„�'�/ O �o �G 0 i`�O • ...--�'''��� :� f'., • , : ..._""'._.._._...""'_""""""""""_" """"' ^ : i 1 , � � � � �: : . � ,.-. �,�::�-.-�m.-�r:::::.r.::�:.:m--��.�--µ.K�...�� �. #� � j ' � .�----------------------------------------------------- q SL OPE PR4 TEC TION. S TORM WA TER RUN OFF SH ALL NQ 7� BE D/REC TED 0 VER SL OPES W!TH t�U T . : . . . . ' ..-'� 3 • : ' 1 3 ..: "a%.:,;�'��,':-=-=�---=-�............................•�----.... ...----�-- /O. . . . :: . . . ( } s . �' . � r % �• . ; . �.::::::::a;.::.:::::::::.... ..._.......... ' ...,.,. i : � 3 3 i i i i i i !i �''� / . �` ... � ...._..�_...._-_.-._...._......,..._,.. �.n„ ......................... ry �+ _ � . ...... : ,. „�......,.. ""�`"�;.,,�r., �"'-„„ /`�... (� i �"% , ,�, _ .` �� . ��,���W-��- -� ; ; : ,,,,,:�-����; PERMANENT DOWN DRAINS /NSTALLED ESC MEASURES ARE REQUiRED 4N ALL EXPOSED � � `���� f>>�� � �' � �`'�\� r;. ,�'� ;'� ` '' �>'" �` SLQPES UNTIL SUFFICIENT PERMANENT LANDSCAPE 1S ESTABLISNED. TNERE SHALL BE 900� . ' ; it�. ' �`'r.,� ./r�.. �,: -j ���,-� � i.�-�,-� i�� � ,,, � � : `.•_w._.w�.,,, '•�., ^^�,,,,. �i�.. E{.�. - .� � .�-: �, � � A E• 1" = 2tJ' . _....... ,., .� . . . $C � . �;�% -��`� �`� '�� �' � "� LOPE PROTECTION IN P C� PRtOR TO iSStJANCE OF CERTIFICATE OF OC�UPANCY _ � . ._�,.. �.�u,;�-� ; � � :�� �; ;` ,, ------------------------�----��---�--�---�--------�------.........: : . S . .:.. ...:,..:: : ; �, LA . .........................................� �.... . . .... . . . : ~-c�. Y..;s ...---•:.......�-�----�--N�...w-'-�+-�-; o ;, ; ` j� ````, . -• -..., �: ... � '," ' •---�-�--.- • `/``_"W' , f �` • : { .;:• : ��`"��}M..��M����; ` t� : � �`; ( < <t t` ,,''� ' PQRTABLE M/XERS. ALL PORTABLE MIXERS SNALL HAVE P�ASTIC LINERS UNQERNEATH THEM � . , � , � -�-��� � `� �` # �%``� WlTH GRAVEL-BAGS P�ACED ON THE DOWN-HIL� S/DE OF THE LINERS TO CONTAJN . . i�� : : : .. � ; : ......................��-�--�-�-------�--.. :;: ;� � , . _ .��; , � :.......................�---........__..�_. . , :;: `.. ...... . ��:����� ;�� ;��� � DI SCHAR�ES. ; � . : �=, `=::�l�� �. ; . :.. ...� P ACE ADDI TIONAL BAGS ON � `i� .� ................� , � TDP OF CURB AND UPSTREAM - `� ��� `: �'� �` ����' STATE �ATER I�E S 0 UR CE� � � - - . ::: : OF GRAVEL BAG BERM TO : xY.�..��""_y"�`��'""����`".. ............................................ �� : �'�'; ;`` �` � , MAINTENANCE. ALL OI�SiTE ANQ OFFSI TE FLOW LINES (I.E., V AND BROW DI TCHES, PREVENT OVER TOPP/NG. . . , , , , j CQNTR�L B{�ARD PERMIT NC}. 12 WDID � 9 33C368509 TERRACE DRAINS, RIBBON GtJTTERS, CtlRB GUTTERS, ETC.), STORM WATER C�NVEYANCE 1NSTALL GRAVEL-FILLED BAGS . SYSTEMS, CNECK DAti1S, CHEVRONS, SJLT FENCES AND DESILTING BASINS SHALL BE FREE OF ° FLUSH AGA/NST CURB OR DtKE � PRQPERTY � AREA ��SK LEVEL- 1 - SED/MENT, CQNSTRtJC77�N MATERIALS, WASTE, M/SeELLANEOUS DEBRIS AND DETERIORATEQ FACE LEGEND: �.46 AC NE�/GROSS QSD/QSP CQNTAGT.• � ESC M�ASURES YEAR-ROUND. � CONSTRUeT GRA VEL 8AG BERM NECTOR L. CORREA Y TtGHTLY ABUTTlNG � INSTALL GRAVE� BAGS (2-eAcs yicH) DISTUR�ED AREA C��tTiFCATE � 24fi58 F�oW GRAVEL-FI�LED BAGS TO t-� �p � EXP. SEPT. 03, 2�15 �3. aBSTRUCTIONS. NO OBSTRUCTIONS, OTHER THAN BMP'S, SHALL BE ALL�WED WITHIN ANY EUMINATE GAPS AND VOIDS �V NST.E�,U�TION NOTE S: . �•�3 AC STORM WA TER CONVEYANCE SYSTE�A, UNLESS AL TERNA TI VE DRAJNAGE FACJLt TIES HA VE BEEN 'r..� INSTALL SILT FENCE TYPICAL APPROVED� BY THE CITY ENGINEER. �- SPfI.LWA . oa0000Qaopoo � lNSTALL GRAVEL FILLED BAG(2 BAGS HtGH) TYPlCAL 180 LF oo �� 00 opo oopo�o BUIL.DINC AND SAF�TIf ' °���°�°°°��°° ►NSTALL GRAVEL 3� THICK AT DWY FOR TEMP. SEDIMENT e0NTR0� � tNSTALL StLT FENCE � 670 �F� REVtEWED FOR COMPUANCE VV� H TJTLE 0000 . � �o�o��pO�Q�� � ✓- 24 DI SA�LED ACC Sl8lU L Y EXTEND AS NECESSARY T4 � �e STACK GRAVEL-FI��ED BAGS FORCE P4NDED RUNOFF OVER aN$TALL GRAYEL 3 TH1CK AT DWY FUR TEMP. SEDIMENT CONTROL. � 504 SF �✓"+ii�I�iZ �'I�i(�'L'Ir�,P.e'�+,'r�,Q , 1-LAYER HiGH FOR SPILLWAY SP�L�wAY �NsrEAD oF our INSTALL ORA1N INLET PRO�'ECTION � 1 VIA C�ID� APPROVED E�Y: I AND 2-�A:�RS H iGH FOR G R A V�L �I I.E.�D B A G FLANKI NG AROUND END OF . � I NSTALL ORAI N' I NLET PROTECTION 3 EA A C� &a�� . �E D REMAINING 6ERM NTS �ER�• �_� " � lNSTA�L STEEL SNAKER PLATE AT C4NSTRtICTIC}N EiVTRANCE 1 EA t9aU 84Q-QBt�T 1NSTA�L STEEL SHAKER PLATL PRERARED tu�ARCN 5, 2015 PER1V1l T �!0.: LD�3-0�4GR CC�NSTRUCTIC)N RECC}RD DATE �Y REVISIQNS BENCHMARK SCAI.E �EAL ���5� Designed By Drawn By Checked By DRAWING N0. . ` o P¢ � ��'qt� REC4MMENDED BY: DATE: ��� � C!TY C�� T E��E�U �A DEPARTMENT C}F PUBLIC W{JRKS -- -�----- �w�G,�o o�,��,y Contractor HOR1Z{�NTAL �, � � LANS PREPARED UNaER THE SUPERVISIaN OF � »_ ' � � -� . ...� oa�: � � �. _.. �Rt�:a►1OW & .'��D1M�NT C+QNTFiC}L. PL.AN �C� a:� {nspector � 2� N4'�,�°e Date . f�� ACCEPTED 6Y. �. i n HOMAS . GAR iA `'� �� sEE sHE�r Na. � * �, .:z« �� .:Y��_ F�ARK�R M�Di�AL C�NTER � VERTICAL HECT{�R L. CQRREA � � 3� D1F�ECTOR OF PU6�IC WURKSf�ITY ENGINEER � ::� ".�'�'� �� �� �`. � P�RG�L � 1�ARC�L MAP �S1 Date Completed . sq�'F tv�� o`��� R.C.E. Nt). 363Q6 • 6 30 16 � ::::::.�;.�. , Ex ires � N� 0�ca�t F `� P R.C.E. N Q, 48279 � '''j�;'�;�� _ SHEET 3 OF 4 - i'A1� t�17$ � � � � � � , � , � +' s� s'M1N. s� �' ACCESSIB�E PARKlNG SIGN 3'-4�' FRO CUR6 WAL`, 8Ull.pING .� . . '� . �� FACE QR �ROPER�Y UNE, UNLESS .... �` ...:. :'. ,.�'..: TRUNCATE GROOVED SURFACEb N4TED tJTHEF�WISE • �T •: , ,,.; CONTfNUOUS AND SMO�TN GUIDE RAIL. , DOMES -e- SIM. � . -. . .. . �• • :�;,;,,,...--PI.ANTING AREA �_� ,> DIA. STEEL � �I� :...':....:�:. . ' :: ':' '- ..,::. ooa .;'. » ,. � „ � 1:12 MAX o�o°o°a 1•12 MA BLUE PAlNTED CURB AT #4 RE�AR, TYPICA�. ' ,•.,:,:,:: : j o �'�,;::,.,: .: , " t �, 3/4 T � 12 IN. � ----� o o�o�o � ACCE�SIBL.E STA��S •:.... , o o • �AND�CAP » � i2" MIN. z o000000 �— -�— . ... , o0000 0 00 . .: R A D I U S 3/4 R A D I U S , �°o°o°o E T P T O P 4 F A.C. P A V I N G oo oo o��o oo � . � o 0 o W H E� S 0 ��:n o�A A a . o 0 0 0 0 0 0 0 0 0 0 0�0 ��e � - .�� ooaoo C}TT4M 4F RAMP TO HAVE A � �° ° " 8 �° � tJ+t�• 1 j2" BEVELED LIP AT 45 DEGREE� up E . . 4` N`�S� C}�H�RINISE M � °� � .., ... . � �—~� �4� ��4 � - a �.i2 U "' � � ZERO HEIGHT CUR6 ��� A ''''� „_, $ AND MAX. S�(JPE OF ADJOINlNG ��� 4��: � .::.� PECIFIED s�oPE '� Q AND RQAD SURFACES NOT TO °� � ° ��� ° ��� MAX. � 4" WlD� B�UE PAlNTED STRIPING, TRUNGATED . 1 fi �. � �:�..4�...�. � -- --�.. . TYPfCAI. � o � DOf�ES EXCEEQ 1.2t} � , :e .�:.p' . •e . . . :4 . e� . A d' . . .�.q •. . a ' s . . < WNITE I.ETTERS PAINTED ON � �:q..� .�,4 �:.� �� 6 LANDIN GUIDE RAIL CENTEREa �, a � �� � 2� MAX AT 3" ;i" NIGH LANDiNG 2� MAX ,� PAVING MINIMUM 12" NlGH . � „ 4„ ���» ` " # 3 a a� 9'4 a� �. s �a CONCRETE CUR6 �- � Q � PARKING �URFACE N4T TO EXCEED 4 REBAR 18 I.ONG� EPDXY � . . �. �.. � C4NCRETE TO A.C. F�AVING , GUIDE RAI� , , , 2� Sl.4PE AT ACCESSIB�E PARKING � � � 4t 9 g 9 CONCRETE WHEEL STOP / CA�IFORNIA BUlL.DlNG CODE Fig. !IB-27 (bf 36"X36" INTERNATlONA� SYM80� OF ` NOTE: HANDRAIL T4 BE fNSTA��ED WERE RAMP EXCEEOS 5%o tl:l2 MAX�. ACCESSIBl�iTY, WHITE STRIPES 4N A ,� � � � _ � _ _ _ = � . „ TYPiCAL Bfl�H SlDES OF RAMP N BC.UE BACKGROUND, THE B�UE �— �2 � � PA NG � SNA�� BE EQUA� TC} C��4R 15490 � �A� � ��— . 8'-4" MiNIMUM AT VAN �N FEDERA� STAN DARD 5958 A C C E�i�I B I.E C U�B R A M P'- T Y P� �I � A C C E S�8 1.E S T A L L S . � �� NOT TO SCALE y' W1D� P/�►RKINC, ST�P DETAIL. HANDRAIL DETAIL. ACC�.'��IBL.E �"ARKI�IG AND TYP��Y � RAMP wH��� �Top Q�T�►�� s NOT TO SCALE � NOT TO SCALE � �� NOT TO SCALE = NOT TO CA�E � � � � � � � �� � � � � 0.2" NIGN �,,,,.-.,�j'APERED � , y EDGF WHERE sEc�oN a—� EXPOSEO � . 0 0 0 0 0 - _ �� � o 0 0 � . . � A A ��, 1.5' 1.5' � a� � � L� 0 3�a» L.�EVEL �IN �-, 3j$►� . � AG PA : : �� . � � .. . . . . � � �. AVE , = E` � 'i�. � . : • .. � . `� . �.��:6."��lc�f�t�:l;: �. .. ; :.�: ' , � a o a a o ��,� ��=:�:.:.� . . . ., . .. ::�. . ��� . � Q o 90• � if��ii`�%%!�i��i��%��������i��i�::.�j ::j\:�\\.\\� ���,������%ii��i��%� � . %��`������ ��/�/��/ �� �/������ ��j�/��/ �/ �f��`���� `, �� �/� ��/��/���/�//����.�����������/��/�~�/�`�/ /�.������������/����\'�/�'��%�/����,���� _ ° ° Q ° Q /�/������� ��/��/��� ��/��������������/�����/���/�,/ti������������j��`//��/j� � CL2 BASE - 2.35" 0.4.,�3" 6" MI N. . PA�RT . , � . TRUNCAT�D Dt'�ME.'� D�TAIL. _ �IB�tJIV CUTTER DE'1'�IL � � _ . 1a NOT TO SCALE 7 NOT TQ SCA�E . . , � � , , � , . , � - , � ' f � . < . . \ : +C2��1 ��2 z?2e+� " . 3sa�1 vu► cAo�a � . : 14�,lAR�TA GA 92l�83 t � - {S$� ��!�7 PREPARED MARCH 5, 2�15 ` � � BUILQING AND SA�ETY , , - � REVlEWED FQR COMPLIANCE W1 Tl TLE - 24 DlSAeLED ACG�SSlBlLtT 1LY . � APPROVED BY: � � AME D � � � � PERMI T NQ.: LD 13—U 74�R C4NSTRU�TlON RECORD . DATE BY REV{SiONS BENCNMARK A E SEAL ES Designed By Orawn By Checked 8y QRAWING N0. SC � 4 `�R°� S�a RE�OMMENDEO BY: DATE: /� �x-' C ITY �F TE� EC U l� DEPARTMENT QF PUB�IC WORKS � r �'a�o�. �.. �o�<F� . Contractor HORIZ4NTAl. � �wG '�F,� �% P NS PREPARED UNDER TNE SUPERVISION �F � � � � '� � ACC EPTED BY: �' DATE:� !{� �° P R��1."�.� G R A D 1 N C D�T A I L��► ��� 4 NTS N� �� � � � �1�°" � �. ����6 aate o As w. GARGIA .�.. A� PARK�F� MEDICAL CENTEi� Inspector Y.:: � ..�:t� . SEE SHEET N0. 1 �: ..-r Ftxj�;� VERTICAL . *� � y `* HECT4R �. CORREA . DlRECT4R OF PUB�IC WORKS/C1TY ENGINEER � oate �om ��t$d - -�T �v� �� 363flfi 6 30 16 � � �= PAR��L �, P�►RCEL MAP �91�� P F o R.C.E. N�. Ex �res ���� � NA ofi�..�F P R.C.E. N0. 4�8279 - f'r�:������ �Af,�—�178 SHEET 4 oF 4 �