Loading...
HomeMy WebLinkAboutTract Map 03334 Parcel A & D Precise Grading I - - -- - _____ ____- - - - - - - -- - __ LEGEND CITY OF TEMECULA (COT) OWNER ENGINEER APPLICANT � CITY OF TEMECULA RANCHO CALIFORNIA WATER DISTRICT (RCWD) COSTCO WHOLESALE FUSCOE ENGINEERING MG2 PA 16-0626 — COSTCO GAS STATION EXPANSION DESCRIPTION STANDARDS , SYMBOL 999 LAKE DRIVE SAN DIEGO, CA 92121 S. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . —1058 ISSAQUAH WA 98027 (858) 554-1500 BELLEVUE, WA 98101 .. TIVI 3334 - PARCELS A & D - L.L.A. NO. PA 99-0424 EXISTING CONTOURS . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . ....�................� '1058­­­­_­ ­­ FAX (858) 597-0335 (206) 962-6500 PROPERTY LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . — - - LEGAL DESCRIPTION APN PRECISE GRADING PLAN LOT LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . — — — — — I CENTER LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . — - NE ADJUSTMENT NO. PA-99-0424 SURVEY PREPARED BY 921-810-014 ; �,�,,, I I--...... �", " \ , � " � 1711' � / -111, ," ',I , I I I ; I "I", I 11 / " I .1 / ,,, ­', / , - "" 11___, " / 11 SAWCUT LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ---------- I / I I' Irl"l-I "_ """', / - "I\ f 11 � /// \�,�,\77,\ I , DATED 04-18-2016 N WAS 0 & " - ,,,,-------- -,-,---,,-,- -,--. I I 1�' / 3, 1999 AS INSTRUMENT NO. 99-528446 FUSCOE ENGINEERING, INC. /,, ", OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. ,�---=_�N_= "Ill \1 1,� �, N I 11 " " �//, /111 I \ EASEMENT . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . — — — — — I lltly�',"I" "I I 1� I 11 �11 fl, f I I- 2 , I �11, %� "`,�, .1 ","', , , . -, 1��,,­`___, I� ` 1 '� ) ,-" ,,, \ PE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X% .1 � , \ , I , ­_ It 11 I'­ "I" I I PROJECT SITE � � - 11 -��',,\�, 1-11, "I'll �_ ,/ N "-�\,N I I - 11 I � // 1�, 0 7 ,,,,,:�, I I '� "I'll 11-1 � ,__1111` I I/ I - �, ,__'�- �, ­,��. ',- __­ 2-1/2 BRASS DISK IN CONC. FLAGPOLE BASE. FROM THE INTERSECTION OF FRONT STREET AND RANCHO CALIFORNIA I "I/ I / �� // 1�/ ,-,,,­--, "'I'l­' / If- , /,�,�,,,,,", " ',�_ ELEVATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 29.00 FS / " �� ­�',,��', " ­­_ 13141 /I 1­'��­��-,,,),'­ ,, I .......­,""; ,X, 11, _7� I," / I ­-11 — � I N�, ��, �_ffl - / 'y \ '11,7, , / -_ �: I I�� I..-��-.1 11 "" " I '_ "I­` / 1�_'�__ 11, - EXISTING ELEVATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F�) ", , -, 1� �_,_ - " -- " il e�;,\,`,,,�,,-,,,,,­\ 11,1. , , , I ,/,"`,!�-­,Z, I--,' ,� ROAD 1.0 MILES NORTHEAST ON RANCHO CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA AND I _ "I ,- � I / , ""', , 11� , , ", .0- (29.QQ - _/ I _1�1 �'11 1%. \ I", , N I'll � I 11 ,, , " � . 7�\\"'��,"' 11 ,i, ,�,1�11�, g _�---p%, 1�_Z,1�1_4'1,// A, ___� 1�" / / 1 1 , � .�, "" � """. I , '--­ .... ..........�":�--_-�_.,_11111.11'11 �1'_,____________.......-.1.-_____ _,_­�' _.___ , _1� � / / / / \ __ - , -, 1,-z- , , I / :11, .1 - I -1 1,��, -, - -...........-111-1-1111", 1.1- ��_ 11_�, 11�1 11 . // /I� 1\ / \ / / -\\ \", �, , I - - "�11 _ 1­1 11 .1� \ "� -11, -_ MORAGA ROAD; 0.2 MILES NORTH ON MORAGA ROAD TO THE TEMECULA UNION SCHOOL; 1 FOOT EAST OF THE I " - �r 11, " llw�� iil_7z'1,111 �I A \ / / ,,, I A �11 �' _ � , Z 0;1_�11_, , 6" CURB I 11111'141,�'- , , I �Sl \ ", FLAGPOLE. a 11 / A , , " 11 , I`- 1-� .1111-1-1-111--_ ­ I . . . . . . . . . . . . . . . . DETAIL B PER SHEET 5 . . . . . . . . . . I �, � , I" .,"", , ��_ _�_, "N" I / ,\ \ ,\ """ I � �" ,\ "., ___� '� ­____1_ -q% -NGk I , \\ CURB & GUTTER . - / �, I "' "' , _� ­ - CAD - I , , " ", R ,R, 14fl, // / , - , I I-- , 1� I " , , 11,I I 1-11/.­11 .I"""""""-1� `_-, , / , . . . . . . . . . . . DETAIL A PER SHEET 5 . . . . . . . . . , . I _'_'Ili,,, I 1,� Nl�"� � , k I I I \\ // I 1� 7 ; ,,, ,,,��, _�4 - N , , ,,,,,, I 1, I � 71" k� ­111, " " ��­ / 11, _ , . 1.11, ­11117!1'�', , I '11­11-- , 1��_, "I �­` , — , e� �­,�_ ,�,_ T-30-81 // 1/1 , I 1-1,,, , -, ­!t��,_. __ — __ - _-, , ,� �� 1--11-- 1111_11- "'ll-, " > "'I'll" I _ ,,, I � i6l", / � � "I, ­­1Z /` / ", ,�'11111 � 77 , -,-"\ / - -", I // ,/ ',1 ,/// � � 11 ) 11, \ 11 \,-,\ T......_'­ J '..� EXISTING SEWER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..­-1-1-1-1-1 ­-.1-111-- -1 __1­11 , ELEV = 1083.725 /", / "I �_ '<'�,��,,/,%� gc�l I 11 'a ,� � / " / I ", )1'1/1�'._� - �� �,1'11�1' ..--map-- - I I 11 , , 7� 11"", � , i__-,__ / / I 1/_�, , _____� I.......:---_ __� "I __!!�� ­0� -- , , , , _��i I �, ­___ --,--,----" /I � � _7!!r�,�, ,X" �, , , / I'll - ,5 "___777�r_,% 11, � �. \ ,,, ,-y i_...____ ­1­ I \ I i __, � , , � - �1_j 1, = """.� 111.1 ''I " / , ""', �__ ""'.Q, � X ,,�, I 11",�', I � - - _­ - �) EXISTING ELECTRICAL LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . --- -,-.,--,- � IX , ,_��,,�� " 1'_`1'1�11, \\ / I I I � � I ,��",",' , il,I ,,g "' EXISTING t", , " . �,_,_ __=_ �� 1>1 / �, ,,- I YI/ � , --------:, 1, , -1 -Z.-r; 7___ � 4=77" � ,� � 1, " ,/�,11 �, � - I I I � . � 1�, - , � , ,I . ENGINEER'S NOTICE TO CONTRACTOR ­ '� , _5�111 . � � , , � � k � � ,�, / EXISTING STORM DRAIN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -I,------_____,=_�_"_:77:z__....... --­­--­- , , I , I " - ", I I ; � ; t _�4 1 1 ...............___.... . I . , - 0"I".. -.I---,---- --­ -, � �_ " 1��,� I r 11 GAS STAT1ONj,,.-,1Y I , . � 0 , - �,� /,i ; _..________ /it, I ", "�,' , I ____1 � � � � � ; _­ -_ -......�..... / e I ;,�/ J61"'11,11 /,,� , , - / � ,�;� "", "' 1, � 1 7 . ,�// " ,I,-, N ,, I'll ...1,11 ��I ,,,� ,;", �v / -, ��',; t� � . � � _�� ���� �_1_=____1-_1_1___ 11, � I , � � , , I � 1; � "I %�. / I I I I "i I o I ,/ ­1A,-, , "I 1� j 'i I - , , 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS /� " ,� 'r --- I I I ; � I __ , � , � 1 i�­­ �-­ �_`\ I ,� ­_,_____, Y 0 GAS , -'14; � `�,' EXISTING GAS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ___ --- 0 __ ____ �­��,1_1�11'1 I I .�,� , - .1, I I , , � � ", ` f H I 1 i 1 "', ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. V, 111% I ',_ "I 11 2 __.", I �, I , I � t �t 04. ,,�,�Z-",,W " 4", :�' , I I I 1 I �� " THE CONTRACTOR IS REQUIRED TO TAKE DUE I'll, ,�Vl / ,x " ATION EXPAt 1A 11 z"""", "', " " ` 11-1-1111111--l- ___11111...- , � , , , !! I I i i I , I �_ . ,/,,, .......... ___� �_� � � , 1111-1 z \ EXISTING WATER LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..__........�.......... ____... �.�, .----.-I ­1.__­­.­1_­­11_ I � t . z I I . i : - ­___­, ..._­..... -11, ..... ,_ L [ I_- " 111 L � , - , _­­ ____,_,­ ­­ -1.1-,-,-,�",-,�---,-�,��'.."� LITIES AND STRUCTURES SHOWN AND ANY OTHER LINES OR I _X I t 11 , � I � - 1­11] "I L 1�1__L_...I I , - �I 1, -_ , — , '�. ....-.1.1-11-,-.1 _1......_,_ I- , — — :i� .1 . _� � � - ; ,­ , - I 7 I z I � , z I ;1 � I ­,,"'1111 -,,_I',­ I "I IV'& �,;11,z " 71, - " - � 1, U�C � - I I ��, - - %_,�;`,� � 1 7��_ ,, I ,",_�i_"'�'_"_­_' ,'_ �-J-y , \ I r11 1� �,, 1 �,,A�,,�­4,,��,;, �1'11'1, % , � -1 ,,�jr, , 1, ­­-.1 ­._..... 7 - , gL�y '. . .�, 11��'1111 � N�,_:­ ­/11 ", , "/1 � - _ ,j___________ IN w ___, __-------__-, Ti , � ,,,,� - I " 1,4711,11 / �'," I -­ ,__­Z­��_1_111_-­­___ ,-----,--,-,-,- , ,-. --------- STRUCTURES NOT OF RECORD OR NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTEC ON OF w , , 1, " 11� /, �­ -­­­­ I EXISTING IRRIGATION LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -_ - � R " - i I � / f I I /11� , � I - I I � , I , 0 "I'll I ,�4 z,ff,,­'Z,-��-V���`�"`­, ,<�,,,v�,,�,,�­_,__"1'11.�"? i�,&i',�,� / � .. I , 9 � I i I Z11111 I i ­_1 I I I , """', , � ­L I / 1�1.�21_31 ; � Z_ ,", � ,/ �, i I -11 I "I �,,t"""'f� ,e EXISTING FIRE HYDRANT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _0 >c< I "I , 1�1]�Z, " � , _,��_"_"­"� � � ,� Q�l 1 � , � t I N, 11111J", 111ill",, �, `1�0 - 15'_J� , Ar �'. " ; i E LINES OR STRUCTURES. . I "I I ''I f _­*11 1 1111""t, "", �,�­�,� I "� _,", � 1_�, "I I'll "`,,"�� \ _0 ,11�, - " �­ 111- '�,��,,,,, � -__ ," //1 I � ", I _' 11� I, _y­­,_� __ I I 1� I ,/A i , 11;1,� , ; / 17TTRO 1,_�, , �, - "I'll � w " � � I,— ,K,5�z"", ,� ,"',"'" ��_4_ , 0 �n �;" , ,�,�,,, �_ i - / �,, � , �, , I � 0, , " . -, - "­ �� � I ; , " , I 101, � I V_ � ­- ",... U� , " � EXISTING AREA/STREET LIGHTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i -0Q, -, _7 ,,,, 2. TH E CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE I - �',­��,I�d',";�,,,�,g,, 1��,�,�,,, ,�, 1, ,­,� " ,�, i " �, � I i. , , ,"_1, " ��,� .", " \ \, " ,", ,­\1 ,1� MS� -1-1-I ,�"", ,�z � � I I ­w Q g ��,� � I __;;........ � � "_­,,,i.'�,­.....t , -:­ _,, ,- , I',� , 11 � �­ I>P�,11�q�", �",��, ,�, ,,, � � : , � ; --t-"! ,>i_ /I I �,­�­\,��, , , �,­ , 4, , ,� ,,,��,, � - 7 � �­l � � I , ,P,�`; � ; � �­ F,,",: ,,, , " , 040'1 f'zx -�/� "1116'R� ��,,,,,�,�""��,,,,�"",-",::,��,,, N, , � � � � lee, �,� , , :,"� - T , 11 ,/ , — - � � ; t S_jl - ,,, : 'L ­, \"���­,�', 4 ", , " . — CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND I �, N :� :, , I " 11:\:",,­�, "­� " �,�',,�,\,7 �, ��:"�,,�!, "', -, �, , -1,"I��.......... � � � I ,::::::�� Z�,,�,,� , \ I )��\_��'11'1i,`��`_'\", 11 \ 1 _­­I?il'�� 2�, � I I — I : ��.. .... , l< I /I , . 11, I � i . I 11 I I I " _�, , It,1,,�....., ,41 , "Ill ,�� , 11- � , - I ,,, ,�, ','�,, , - ,_.__­­­­ , " N , ' , _'F... ...I 1,�__', I'll I ,:,,','� 'V1. � � LLA NO. 99-0424 i . . PROPERTY; THAT THESE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING .Z",\ � \ �; � "" I ,xj , ,,v , I EXISTING STORM DRAIN INLET/MANHOLE . . . . . . . � . . . . . . . . . . . . . 171 1, , � .1. I _ I �- ___ j � i ­ H"1111111 I I " - _ , , - I ,1\ ", , / 11 U, _1 , " ��11 ''I � , / ", �. , _p - � ND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER HARMLESS " \ 11��' I � 11, - � x,�6".I � 0 13 1- - /I - \ 1, , . , \ <11, �, I -, 1�'�111111 ------ ­­11 I � , , ,,�, " � 1'< 1� , 'I'll ,�,,, I , I M-11. 1,1['J[._�� ... ....�11, I .'.' -'. ­�.....7 " ` ­ ,.­­­"­­­­ ; � . , I ') "I ', , I I ,_­,_,___'­­­ I ' � , " \ .. �,�,,,�"\,."",�",:.""",,�,,,�",-""�:,,i',�I " IMNI 1 :71'w FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS " ,ZN� - " , 11, _77 1 ��x I � i �., " .........."I'll", 1-1 .�____ - , I , �, ./ �� 0 , i �, EXISTING SEWER MANAHOLE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . < , ,, , � � ! �I l� I ""', 7 z � I � �, 11, I I .1 I 1 1 � � � iiiii , ,:-, -" - ! I I ,- 1, " " ir'-" � 1�, ' ' \ I , �'' , , - - , , I I , \ V � I � , , ",""",��,,,�,,,,,,,,,�""","�,,,,�"",�,,,�", _.� z /, , , � y ,,,,, � i PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER, OR �X , . I "","',....... ,� � . I ;", ! I ,�/ " I �� � j. : ,� / I � � �_ " i � I � I � i 'I'��ll'�,,�,,��-11",",4,�ll,��'�"I"��,""-- -_-_ I i I � i­_�� I , � t " -.1- &Uj 1/1 -, �.i 1-1 11�, � . z r - C , I � � I "1171"I'l ',' 1, A � I , �� �_j + t . i /11, I 11 � EXISTING VALVE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I ANY PUBLIC AGENCY. �,N� � "I /, 4 �� e �'"I � � � -�_ 0 �""" " , � 01 11-1 I � w \1 I ...� - � I i �', //� 1� ; i , � �1 w � I , 1� i F11 w ,4 M , A : � . . . . . . DETAIL F PER SHEET 5 . . . . . . . . . I MMIN NNW -1 , Cdi%o STORM DRAIN CATCH BASIN � 3. THE ESTIMATES OF EARTHWO I "/ � �� � � t / I ....­1 I . � . . - I . I . � ! 1",// � s I I I , T k � : : L ; i � y I � I, : � � : t � i � q r � �11 � ! 'I / i 6" STORM DRAIN CLEANOUT. 0— I i i � x I . . � ; I - ; . . � � , � � � , , I,< , i . � I : . --- ,/1" I "" E����� RK AND IMPROVEMENT QUANTITIES AS SHOWN HEREON ARE PROVIDED ONLY FOR THE "'A I� � ` ; . . i I � . . I . . . I I / , ! E) " 1115�_ 1 � � I ! ! �,�, i"'), /i ,� ! ! 1 !_­ 1 [ , � � . . . . . . RCWD STD DWG S-1 1 . . . . . . . . . . I I : ; 3 : I I � /,", I � ,I " z � 4 3 1 �­-,I L_z""l-/­� � � : � I �. 11 , ,` \_11-- : � " 1 1 ,L� 1 1 1 ! _1 ! ! � 1 , " \-i� 1 i" ___-]........_�...___ ..... PURPOSE OF SATISFYING CITY PLAN INFORMATION REQUIREMENTS. THE C NTRACTOR SHALL PERFORM AN - \,�,­ 4 ; � - , ..�_ , / /1,111 , - " � , - , � 1�4 � I = : , I ....- -1_W� I...._...- - _ I � I 1111� . : � . Ili. � I � . I . I INDEPENDENT ESTIMATE OF ALL EARTHWORK AND IMPROVEMENT QUANTITIES AND SHAH USE SAME AS A BASIS FOR ', 1��-, "' " t *' " `_Al B � _.,_ I � I � � I AREA LIGHT W -, - --- .......-. ............. i ..".;___...- -, , I � I I...I...- ­­­1, � . - �, " �,_,'�--1-1-1-1.1-1-11....�...... I'll 1-111-.1-11-1.- �. . � 7-1.11-.. ,� ,4 , , : , , � � I ­t�...I,- � � � � - , , , -I---...-....- - i��---­­­ I­­_-- , �, . I-E . : � :....,­J : ; � : 4.1,1_14 ! . . . . . . . . . . . . . .PER ELECTRICAL DRAWINGS . . . . . . . . . " . . , � F, � . ; � ­ � I �.... I I k I ; - � - � � � I I i � - � �q � i � � �11 I [,:�__:,i, !� " 114';_._,�!1111i,� .-I � 1 4 �­,'' ­� I I � I � I . : i . ! � I I I i � i , EXISTING EASEMENT NOTES " I � , � I ; � i ; . � . "< , 4 : I I . i 7 : � . . . 0 0'T 0q0 � . I � � � � � " � Al � � � � � : � � , � � � HIS BID(S) AND CONTRACT(S). \ , " , . . !� ", . I k . � � � I i , , . I � � i I � \ , ,�, I I I � I . . ; . . : I . . . ; I ; � I . . I I � I � I � I . I � I i � � -, � : - I � � : z 1 � � , - I � � z � I : � I I p : � I \,,` I � I y . � : � � ,Z)/ ,,,,) �, , -` . T z 4 : 4 � i, � . � . � i � i � t : t I � � � , ,N - I . . I STORM DRAIN . . . . . . . . . . . . . . .COT STD DWG 407. . . . . . . . . . . . — ---W— — 11 1 ,�,�, ,,,, IV � � � � 4. THE TOPOGRAPHIC INFORMATION CONTAINED IN THESE PLANS WAS OBTAINED BY AERIAL A \ � " , PARCEL D * ; � � 0 PRIVATE STREET EASEMENT �. ,,, `��,,,`V­ 7' , , I � � , _,­ �1'1'1',,,� �11:1�_'IIKI,'��<11 A , I , / I . , � , � , ., , I �", ,", I ,1, : ' 'Ill I , � I � I �11 1, I I , - � � . . . . . . . . . . . . I 11 � "Ill I \ ­��`\,­, K 1/1 § � I . . . . . . . PER SHEET 4 "I ,�,�­' � , 11�, 11 DATA, AND DISCREPANCIES BETWEEN PLAN ELEVATIONS AND ACTUAL ELEVATIONS ARE TO BE ANTICIPATED. THE \ LLA NO. 99-0424 1­� ',, .I, PUBLIC WATER EASEMENT TO RANCHO CALIFORNIA WATER HEAVY DUTY ASPHALT PAVING. 11'' , _­­11.1..I , . � I I � P , � I" I I i w t � ; i I ; i , I � k;;P , i�,�' I ,� I � �� ,,� �, I I . � 1 z 1 1 ; � $ � � I i � (") I I � � I � �_11'_',�,\,­ , I �I 1 i q ? . I I I , , , ; ; i i ! i i � I I � , , , � � �t 1111 � � � ; I � � I � � � AIN ALERT FOR AND PROMPTLY REPORT ANY AND ALL SUBSTANTIAL DISCREPANCIES � \`k` ­­� I Q DISTRICT I , � , ; i � 1 � �' � � I , 4S,�� - . i I � kd! i ,x, 4 � , 1 i � � I � �, I Al : � � i � ;� , . � , , , : I . . , "� � . I � ...-... z f I - . . . zq� . : �]11L_......E,"._� - I � � � - I I �'' � , � , I'-i � � . I 11.� � � I , I . � i � I , I ", I � , , i V , � I I , � , _...-......__....__j � ......� , ,- t'� , . i , I I .1 .Uo-.4'. _1 I ­-.1-71-1 � .. - i-11",­'­--1 i i ; . �1. W , , , I , � : z ,". , , ; i-vii,, � , I L'I".." 1, 1, 1, �, ­­ . I . z I_11-1...... .....111-1--.1 . 11 - , ,Yi ­. t � � I � -�. . . . � � I � � - . .. 1­11 I-— � . . . .1 1 . ; I � . . . I I : . ­_ z � I . I . . . : � � � I ri.111,111.11��,�.11.11,11-11.11,11-1....- : : q z 3, � I � y ; i . I I I � z � i � � � � �Z�l , "" i�, , , � � , _ - _,_ ,". / , � I z �y2_; . z 'I I . i, _ � I , "I � � , � - ,� I "K , , � , , � _ - �. ".�. - ,�i� � I , I i "i,� "."­," � I' , I r P " ,� (SUFFICIENT TO CAUSE A CHANGE IN THE PLANS AND/OR AN INCREASE IN COSTS) TO THE OWNER AND TO THE \%,"",\,�,_\N \ 11, i ! � iiiiii � i i i�­ i i i i ,-- . ..�- � � * �­­ ­­� ff,� ,,,, , , "".1 ............�...... '' ­1­­/ �4_1, "� ' � Q GTE TELEPHONE EASEMENT LIGHT DUTY ASPHALT PAVING. . . . . . . . PER SHEET 4 . . . . . . . . . . . . I " � I , � � ,,��,"' , - � , � 1 1 , ENGINEER OF RECORD, AND SHALL NOT PROCEED WITH AN AFFECTED WORK AREA UNTIL DIRECTED TO DO SO BY , ., I . , 11 %� � i � �0�� � I q _ 4 . � � . . I I � � � � - . - ��f� � � , , � 1�_­" I . z . . � I � r 11-; 11 k I . , 'I, �, , ", '__ . $ 1�­ . . I I � � � iS � � I . . . I , ,. . ; , . . � . . i � � H i (D SLOPE EASEMENT TO CITY OF TEMECULA , ­ , � AN APPROPRIATE OWNER REPRESENTATIVE. � \"' X.... i; � . - i i j 1 � i . � I . ­1111111 : I : 11 I I I . � . 1"� I .. *'' . . . . . . . . . . . ' . . .. . . .. .. 1,,I ,,-- I HI i PER SHEET 4 . . . . . . . . . . . . . .: . . . . , " --A .. ..- ,_I,,,, ,�1'11,� - , ;Z: : � � , 2 i � : , � , � CONCRETE PAVING. . . I'. , , ., . ,; " ,, I 1 , -, �""I I I . . . " ", ,�� ,\ �H i � 0 TRAFFIC SIGNAL EASEMENT TO CITY OF TEMECULA 5. QUANTITY CALCULATIONS ARE D SOILS INFORMATION, AND SHOULD "'. "I V11" ', \ / i _,� � �� � � � =1----,I ,. \ " ,­ z, '( ��" � , � . , , �, , � , , , � % \ �,?,,,' . z i ! : . V/1 I y i � i,­,�, 1,' ', � I � BIORETENTION PLANTER . . . . . DETAIL H PER SHEET 5 . . . . . . . . . - 1'1� � ­ . � 1 � � I I e 5 ���','­­� ", BE CONSIDERED ONLY A ROUGH APPROXIMATION OF ACTUAL QUANTITIES. , - � � I ! � i 0" - �1.t_,�l . ' � 7 � 1 � ,,,*-,"� I . , \1�1,1��, N"', '. i 1 1 � 1 j ! ,, , ", " 1, "" , Z Z . ! i �.-�,. � � � � I I i I I � , . I I I � . . I , I � . ,� � � 11 . I � . I - , � I � 11 � _� . � � I ,-, i I I - ,.,I..� K�1'1 i i ! r_] 1 h� , -' '- J ,...7 , �, �, 4 , , 1-1 � ) � , � " `_"v , � -,','� � _,/,�� � , I " `,v, ; /I ; Z �11 , _-, ,�4, t i"I", , � "\ ," �, " " � , �, � , ,,//- (j) STORM DRAIN EASEMENT TO CITY OF TEMECULA I I �, " - �� . _1 - K / __: � I I �L_.1L.-I 4.1 I �,,��_.1j 1 0 I 1 � . . : , � I " � ;-4- 1 1- -1-..........__....... . . I � � � � 4�"'.."r ­ , _ I I , , � � I �_11-�-.1-11-1.1.1. 1� .1-1.1-- .­-1-1.....�"'. V....F.I..... . .. ..... ....�........�......__ �­ I . . � :...I ,,,,, ­, � � � 5 I— "'K"l ,- � i ; � " KI � I I I I I k , � 1, , , �-1-1-1-1.1 , 111- 1_111/11� . - , X , . � - � , � . , I � I­.. I , __,....i , � � � � ; � � 7 �-�"',.-I . , - � , z 1.1-1 ; . , , , , ; �z 6. CONTRACTOR ASSUMES SOLE AND COMPLETE RESPONSIBILITY FOR THE PROTECTION AND PRESERVATION OF ALL -1 ­`­ z z . I . � � , , U, CONSTRUCTION NOTES & QUANTITIES 7 . � � . � ...- . � � �­4 1 � I... __ � o i . . � _Y OF TEMECULA ; 4 f . � : . /� ; , � , � ,� \\ "�1` I _1 . � � � � � 7� � � � � i , I 'I, "I I , � , � k­j 11 �D SIDEWALK & LANDSCAPE EASEMENT TO Gil . I 01-A ; i '? , ,� � '' 1 � . . ! � , I . : I e 5 z 3 1 � '/ \." � � , I 11 �, I � SURVEY MONUMENTS, AND SHALL HAVE ANY DISTURBED OR COVERED MONUMENT RESET BY A QUALIFIED � I 1\1 q ; , ", � i � � ( I I I . z I � I I � I - -1 I I , I I ,� � ; z � � : I � . I I � ,111:��, , , . z i i I i ! � 7 � � �/ I I I I � _ �I I I "- , . , � fl, � �� " _� , , , '_� ��'l � K."I � I , ,, ix's Z­ T" � REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR AT THE DIRECTION OF THE GOVERNING AGENCY. , , , ; (a) 6' CURB PER DETAIL 'B' ON SHEET 5 450 LF - � " "�' , ; � , I'll _ � , t, � Li H , " N,� - - f " � ��._ " , � �, X/11. � If I �, I "�� I 11 '� , I � , ,�,, " 1� �� , \ --- , '� 1�/, - ER DETAIL 'A' ON SHEET 5 550 LF ,,, t" ­­ I I - h 11 � , , , , j I , , _ �. .�,,, I I � i i � , � � I � � ; "'111� ; y I � i � � . I I I � . I . ,'­­� I � � . , I ; ; � . I � q p t I � � I : � i I ; � � 9 I 1� . � . I I I q I I - 1, 11 I z � - I Z�/\," � i _,_ "I i...[ "I \ �_ " ",'�,,, _,­ 1�11 , 1, �� 7. DEMOLITION OF ALL LABELED ITEMS WILL INVOLVE REMOVAL OF ALL SUB SURFACE FOOTINGS AND SUBSTRUCTURES , z � i I � I . i 1--11 I �,A­­ �.....-, I I 11,11 , I " . 7 1 �, I I . /, ­ @ AC PAVING AND BASE PER DETAIL V ON SHEET 5. 4" AC OVER 6 ' ,� � ., L� z 1 � , I / L-1 * ; � I � , � � ; ! � � � � I � ......�......-­ �, I I kk1l", I � * � � � , � � � I ; I -, ,� / � I I � i � /, ­­ /__Z1­_A, 'N : � � I I (IF APPLICABLE). % � , , i , , i i � , 1111.1.1-1 ........�� ­ , 71,�',.....7... . . I I _� � � , I ...� ­4 N , '\T!__:�,'_'�.�........�............�_,��, i �.! � � � 1,�.11,�­�'­,��"'I", I ; �­ , . I , . � � I ,,,� I . CLASS 11 BASE FOR LIGHT-DUTY PAVEMENT AND 6.5" AC OVER 6.5" 20 TON (LIGHT-DUTY)/240 __,__ I -1 ,, I z z § : I , I ­ I 1- I : I � 10_ , I ­.­­�_ ��, I . 1. �. ­­,­1­­­-­­.......I � �_ //�-,�,-_- �_....� . � , � i, � � � : : ­... I..".. ; \ �/"�,,",�"':: . ,,�_.!,­,...­­�......"..''_ 1­11111­­­­__........... __� ., _�',I, , . : I , , I N . .7- , � � : ,I ; I I , ,� � . � , : � - - � . I , �- � / - I . � ­_­ . z � � ; I I I i,; , , �, 11 � . I. 'A;., 7 q i � I . � , � , , � I � I . : I . � I � . � � I I � � I" � H - CLASS IIBASE TON (HEAVY-DUTY) : : . ; 7 � � I I ; � � � � � � i , ,,,-,',��-'-��i:F=�,,-,=�,=,-�;==�-,,-,.,�r-----1--- � � . : i CLASS 11 BASE (OPTION 1) OR 5" AC OVER 12 , � � � , � , � : [� i � " ­\\,___­ � , . 3 � , , , �� , 8. THE CONTRACTOR TO POTHOLE AND VERIFY THE LOCATION AND ELEVATIONS OF ALL EXISTING UTILITIES AND UTILITY . , I I ; , � I � � I � , � 3 1 � � I � � I I , 11­111­111,��­,­,, �__,___­ --,�,�'-""--"-,-",�Z---'--'-'-'-'�'---'----�--"-.---"-,�- I � � � � � \ �,,, "; \.... ........ _j ; � . 7 A I ­ \, � .......... , - ___ : I I . z � � v : � I � I �� _ .,' I : I I . �, . -; � � q : _177.) : 'I I....­A­­__`I�...�........... , .1.1......­11­1­._­111­­........1, .1�...�I."�1.1.�.",�.11.111.�1.11�..�11.11,� I___1 � � : ; - I- CROSSINGS PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL CONTACT CIVIL ENGINEER IN THE EVENT OF , ""' 7 �� � . � � ; � � , I 4 . � � I '� � ...........1-...­­-.1--11.11.1-.....�......-......I .�...........�.....1-1.111111-1--.11-1111..........­ ��­­......­� f (OPTION 2) FOR HEAVY-DUTY PAVEMENT i I , -I I I ­ '­­1­1...1­11,� <) t , /� 7- <> -7., "I �/� ,/. �� ! � 1-1.11.11-1.1-1-.......�­­....0­7 .......­­, __...�.....�......_,�.1­11.111,­­........�........­ _­­<� I I I,- 11 H I I , -.1-- ­­ "", - V,. I ; 1 1 1 � � 111 Q � I "I / I � , -1 , , 11 � � __111 � 7,��> . , , . ," , � I � 1 � � - - , ", 1 q . �/ - 1 �1 1 "'' . ;" � I ,',--,--------,- ANY CONFLICTS PRIOR TO CONSTRUCTION. " ,,��, "", , , � I I . � ; � , _��_111' 1; � � � 11 , ; � I , I � 5 � e I �/7� i " , , ; C ; ; � � �� I"I" ,, �­ I � ,�/I ,­_ "I'll", ,I ; ...1111�.....11......�I 1,� - ,�� "' ., I I " i ; , 0 CONCRETE SLAB 'PER ARCHITECTURAL PLANS 13,300 SF ...... \ I I 11 /�z ­/ - - 11 � ­1 I 0 I ': , , � I 11 I 0<,O, , I I 1�' , �� ". I I /-,�` , " "t-....J. 11�� ,�, K I . I � t�� I , 2 � ' _—, � � � : I � _­� I ".I... - �� - � ; i ,�� I , . , "l-,", , 11-1-1, . � � ,/ , \,......� .,E� ; , .t I ,�!; , �� " /,/, I I I '� . � I � � � � � 1 : I I 11--1 ­­­ , . � w,b, 1 � 5 ; � , � i . . i i i , I z I � . A&I e-, � - i � ___/; � 7 i � I \...................... ,­.,........­'­.....­­­......iz.z. :�2 ,�,, 11� I N � � I., � I I ,, " \\___ � � I ,� <1 -1 - I . , V_ ,/, 11\ , �': I -, ,�/, I � - , �- � � � , 6, & &1 � � 1, 12 < � 11 � . . z I I � -..... ,� 6, & 6� "" -800-422-4133 A MINIMUM OF TWO FULL WORKING . 11 � . z � �/' _ � � ,41',� &��-1 � 11 , � � � I I � I I I I � 1 � � ,,/ / I , I .'.1_111,11 .,-- ,& 41� � , ,,� ; i I . I I 11 , ,� .. �' *"" ""' ,"' 1-111" �,, \ � , � 9. THE CONTRACTOR MUST NOTIFY UNDERGROUND ALERT AT 1 � i�//, , , , � /,,,/, /1"11"*"""' _.",_'11 � 1, , ,/ , - ,�/,�. = � , � .� � I I \ ,,", _.,) � I � 11 t -...111,111.1.....1­1�­­..... ; I �/,I, @ 3' RIBBON GUTTER PER DETAIL 'C' ON SHEET 5 400 LF I ; . , I � � : . . z 1 , .- I � �, . , A � 3 '. � 1 i N'l-, ' 1,�_ii I I z � DAYS PRIOR TO START OF DEMOLITION, GRADING, OR CONSTRUCTION OF ANY KIND. THE USA TICKET NUMBER I : i . r � �_­, f,� _.,� � _j �­. I I i i 1 i ,_.,�_ 1 ,��/2, _,A� ­­ ­____�` I- I I I X V"I" 4, . . - ., � i .11-1 ­­-.1....J....-1-11-1-1-1; ..._��V, - �..........11-1......I.,...-1-................-..... � , , /f/1-1-1 12 � ---� i " _,1,111_1.....I-- 11 � ....L....�......... � . , - — , z ,r __ , , � .... ..� \ � 1, '11,111i�1_ n_ ml _11=, �� I � i/l -1-1 . ; : : �.....�.... I e � � I .K� " ,-­,:­ . . : k­­, 7 , , � � � : , � h7 , - � � , � �", MUST BE AVAILABLE AT THE CONSTRUCTION SITE PRIOR TO START ANY WORK SHOWN ON THIS SET OF PLANS. I ,\" \`11, ____ � � . . . .... � I I I , � /1. !/I � � - �,'�.... 111, . , � z � � � � � � , I-A � i I � I . � � , �� � � �,/., ! �,� , � ­1.... ' 'I , " � . ; /. `�I ! I � I � � . , � ,",-....-, ­­­.......*...�i- ,�.,,___ -',--�� � i ; 7 . " I � � - � . 7 I . 4 1, , � ; � I : , I - 6=_ , , , , I I'll 117=� ---- I . � �"/ - � - - ., . : . -/�, j � � , , � � 1�1,, � . � . � : : � � I , 2 -�,,C.! " vll� : ; � � I I \1­­1­­­1­­. ­... '�, ,_!�zs,;,.�� , ��`�:� ", � I � . � , �! -, 11r, � I 11 v � : 4 t �, � I � __o 0, e � -,,.�,o�:_�:_ ':...... __,"_�":�'­', , , �- , - � , I ,�, A� EXISTING STORM DRAIN TO REMAIN, PROTECT IN PLACE N/A I , - - !" � I I � '��..._, , � ............... "'i"�::1....�j�, ,-- = ""_'_,:::,"11','��....i, � ::�':....-, D � . .... - ....12.__...___ ......11­­­­­ � � �­.. I...................��......... ... � � � -, � , I ; _ _ _ _ `�,­,, 1­1.11­..�T�,�,;,­­-, �= � , , - I a 10Z� 6 EA � " A �........ . � � L v I I I I ", / -�-�-­ ...... " @ , / , 0 6k ��....__ " \ � ,� \ I,", I � �, n/, -V I � ' ' ,, \­.....�, I I , � I �'_��:­�A_:_ - rt , * , `"' , ��' �q � V, ­­­­­­­­,�� I , , ; // STORM DRAIN CLEANOUT PER RSD SC-07, RIM TO READ "STORM � ' ' , -) ,��, ,��­ � " % ;11111........ 1, 11��,�, -.......'....."-I...� , ' ' I ./ - -­.._-, ­111 � E"! '.'.'_'.'..'_'.'_'."1..........,".. 1�, 0 1�1 U - ­_ I \A ,,,,_........ 1�,�� �1'" �, ? . I_ __ - -... ..�_ __.,,____ I—— ; , _/_!if"/��1,t....... ' ' !, ,� 1-D - � � 7 1 , , I � ' i ; � �" I � " I v- I /�� � i , � 11 " , , , � % "), ��' , ; -�� 11 - I , � .1...­­11­­­11­j i­ i­ - ... 1­1­1.1.1­11.�� .........__....� I-— I � ­­....... � ___ � ___ � DRAIN" GENERALNOTES A '1`1,�1'.-1__1­­ \ � , //',,' '�'_,_Zl, "" �. �1� '� - �11:, .1, �/_­X/M�Mw�z�ee � ; ,_ I \ 7 1_/ / I A I I I -1-111.....,­ ....­­ -___1 I ; `1717 Z71--11 ___.....� � "� �z I � — H...-1,�,�_�1� �':__- 111,11, i I I vk 11 I I....- � . I � � - ... , � 1�1_. � 11-1--=_ �_tl­ i q � , I 11 � � 7 � . . : i I , / I �_ ,­ � I ALL WORK SHALL BE PERFORMED SO AS TO COMPLY WITH ALL LEGAL AND INDUSTRY REQUIREMENTS AND , X `�,_........... � I . . � � � � j i 1 1 1 m0!�,,N, , _­ � i��"-"�� I � � I I � . . I i ; I � I -1.11-1...11-1. 111--.111........�...­­....�.......­­­ ...11-11-1.,......�__,_._........... r­ � . � � I . I I � I , � ; I I ! i , u � F 1­­.....­­­...- , �' . . I I � i � I C== =_=m ,,,-- = ==q P=___=1 � . ; � V_1, � �.,-Z � ; � � I I I I I ;� � � � . I I . : ­ Z � . t . I I I . � . � I I � . �___ -1-11 I- - , — . . I � � z � g I I ; � I " I - . I I � - � � I -­­� I � I I I � , � :1 --- __ - i MT � i � � ! Z� � � � , , . , -11 � .1, ­­­­­.­­­.......... @ 4" PVC STORM DRAIN. SLOPE AT 2.0% MIN. 1 20 LF � � � � - , �I 1, , , I � � . -1-1 � � � : ,I �`.I "1,;�________ �, . . 5 k / " , , , � , \,�, I �, - _11-111--l-1-1-11111--l". ­____ __­ 1-1-111-1, , 11 _____ //,� . � . I , ,","...,'�-1 1 ,,�_, , , � - V_,"',', '. - : ,� ------- ---'- 11--11-11111 . ; , ­,, � =111_______1__ .11_­1_=1=­__1 �:�_'.'� � I 1. 1=�R­­­­�1", !.....1..........L..........._, I "' -::-.:-::: , ,,, f i I 11 -1 ,�-...'���l-...�,.�'...,-.�.I.I.�...1­1 __.11.1.._­1.­­; :, � ,I _.- �; � ,,',� �1, , � F , " l ! '..."".-....� � r,/�/ '_ ...-- STANDARDS INCLUDING WITHOUT LIMITATION THE FOLLOWING: � � �1_, .......�.... 1.1.1-111......I I.. I �� " ���-,-,-.,-, I I ..­ c:gg�f - I -1-11 I � ,, � ...... � � � � I � � � 1-111111--­111- .-�... -.1-1.1.1--.1. , , 1.1-1-11-: , i � ". , ­'­q..""I"[1­p-­­111� , � ." � � � � i I "._.I..; � I � \ , , � y � _, � . I � I 11 : i ... � I I , - _�_­_11 .1-1-11-1 � , , � � , ,, , I ,,- � � � I , , , � , � , � I I " �..._­. - I . � I I � I i � = ­­­­____ , , � , _�� i � � � � I , _� � ­_-:1 I , A", . 7 � I ,t - � �� ,� � ; � i � � � � c��­---------- (D 8" x 6" ECCENTRIC REDUCER 1 EA . : � . � I z - , . i i I . � . i � ,I i I �� , ,-,,,-,I "_ . . � z � I , _____`_­�,_­ - ; . * � � � ,'�.......... � . I 1 i 11 1 I !I Ii ,� � I= 2 ED FOR THIS PROJECT. � 11 . . I � 9 � i I I I � � ;2 �) I � �­ � I *0� --- ; 1 2 f � I 1- � , . i . � I � � i � I ;: � � , , - : � � � � � I � :,____]r ,i,__,::,__" "I �� ,__­ � � . ; i . � � � � i i ;� �_---_",�� =_= r � 0 -1-1--.1 � � ;: _1 '�'__1_11 I � � � � . : I � I I � , I � ; z I I � � U I; ; , ,---.--; � �,=.:; . . : � z . I , � �; t . I � � � ) '�......__, �1 � � 11L.,_"��' _­__­­,1 � , �` - : : � �� 1 I � � ,� �'1111 - I I � I � IN ,.- ,�­ ­­ � �' , , = @ FUEL DISPENSER ISLAND & APPURTENANCES PER ARCHITECTURAL 5 EA � � "I ` c_-,=_-,-p,===, __11-4-1- - `_,_,; 1-11-11111 � -,--,'I,-,- � I I I I 1­­IiEk, ______._­11...­.­� , "' PLANS "'�' � � � -...­-.1.111-1-111.111- 11 �, - I , `�_ ­11 I , , I % --- � / � ___ I 11 --- ! �`;� \ I . : I � I % xj ,=._1=1_ 1: - , / , - * THE CITY OF TEMECULA GRADING ORDINANCE. 11 1. �11111',":""'�'__11 � � 1�,",____1 \ � -:=�--le- -�--..,�...,-.-����---i,-,�"-li -____ � � " I � I � � . , -1-11-1-1, � 1 i ","", .-,-- �­­ --, . � � � � I . _­,, , 'V ", . � � , I I � ,�/, _r-, ­11-11--l-1-11-......I....­­­­ ­­­­­­­....;­...­­­­­ .­-.1-1.. ; . . ,�", , , , i -.1-11-.1-1-1 .1-....I.......­11-1.11.1-11-1. I � � . I I . -, _J � t y i � . I � . � ; ; 1 I ! I I 1 1 �' ­1_1� __,­ , I I I - ­E , � 1 5 ,,, ,� "! �',, e"; , , ­­.....­­....�......� � � T � , �,--------1� -11, . I 11 � , � ­-,, ,," I L...­-.1-1-1... 1.1- -..... 111-1-.1-1....­­f I ,, � ,�5i� (D CONTRACTOR TO POTHOLE AND VERIFY EXISTING UTILITY ELEVATION, 3 EA I " 1� ;; I - I -- I I I . i � I�=_11111 i IJ I � I � � 1 % ,�­:, \ : . � I i I i ffli � � �_ I I ____ j , � t � i i- * E � �.-',,", . 1 -,­­\ \- ­�; � 1­11.1.111.11­� 1--11.....I-- .1-1.1...­­­11 �___......_ 111-111--.1111, L-11-1.1...- ,_� � � � -.1-111-- ­-.1-1111 1.11-1-...," ....­­....I THE CALIFORNIA BUILDING CODE, LATEST EDITION, AS ADOPTED BY THE CITY OF TEMECULA, AND ALL APPLICABL I I q I 1-1--...-...�... 11.1 ,_�� DEPTH AND LOCATION PRIOR TO STARTING CONSTRUCTION � inq...-1-, 1 1 1 1 I,.,,. �__111 - I' , , j i � . � � � 3 � � i . ­­11- i "D ! 11 � , I ��...- i, ,� ......._,, , , . , . i : - , � I � I I � , � 1-11111- i � f I �­­ \ \ I k ", � , . , , LLU�l � 111-11111 i I i � � ::11 � : , � ES. I i �11",\ __1_1 , , - I , �......".. -I �_.................�_­..­ -­!­ I I 1 1--, -, " _7­ � I I t= �,___ -, _,_` - , ��, i . ,, , __ , , � a � ,�,_..­ i t I I .� I z ; ; i � � 11...�...­11­.....1"'­­...11­­1­­ 1-1--.1-1.11-11- ­ ­­­ ­-­-­�I,- � ; : 1111-1-1-1...�­­?...�.....­­....... .1­11­1­ . I I . ;;; . . ; � , , � � L--r.." � i � .E.j, ��� . � 4 ; L I;I. I­­­ 9 ! : z V� � " - :�� _; 4 � i I ; ; I . � ! I . ; I , q . : , `�` �, -­11.11�111111...� I , - ___ � - 11, ­­1111- ­­-.1-11.11......� 111- "'. �...... s­ �- 1. I '11, \ � I 1�____i _- ­111 " t��:,.�_! , � E't"',-1 �I-`__.... ,� i . 1 2 �_1 \5 it �,!�� ,1 , , , I i ; f i I � i � ! . � I I , ::� % � f � I ro. . t : ; . � � ; . � ,_ �­__­ ; , ; i I A � , , `� I . _,�, � I � . �­ � . i ; ; j , P I , X �. ,,� "; � 1,; - ; ; ; . li: �' : -.......­1­­­­­­. @ CONNECT TO EXISTING PRIVATE STORM DRAIN 3 EA � � I � � i ; I � i � 7 � ; i � ; ; . � ......111........-........., .­_,-__­1..1.1­­1 2-11, � I-, , � v,-1-1 �� I I I ! ; i i i ; I � _�,,��,'�; 11 11 -, � /"­`­­'L_......-.....- I....I.....­­E`1,� I � I 11 � i j � I I I ;I �� ii d , , � � � , I I . . � �. � ; C­-1-1.1-1...-....­­­­� �,___ I � i i i 2 i \ �...I'll; U ; ) ,�-,.J ("', ; 1�' , L7 , "' , I . I ; : i � ; I I � , , �__......_____.............__� �, i �i _ I - �� -1. .. � i 5 : i -, L, I * % , � ; ;,, ; : ! . % '�'_...��....11 1; �1 '­­.­1­­­­­....11-11LI.......�­ I-.......� - � , ! ,�,` ""Ill i ; ;; ; ,, - ­ , , � � THE LATEST EDITION OF THE 'STANDARD SPECIFICATIONS FOR PUBLIC WORKS' (THE GREEN BOOK) AND STANDARD I \ .4 1. � I....� ; : ,­1711'_1",,," , __­___H,11�111. � � � , �f� - � ; 11 I 11 i 2,550 CF � � , - !111111111 � � PER DETAIL 'H' ON SHEET 5 � , I . �� 11 , . "" "'," r I I ; - �_1 � i­1­11 I I....-...�........-1,El � � I I I � PLANS WHEN REQUIRED BY THE GOVERNING AGENCY. _Z � I,�, � I 11 I � - I _, i ; � � , , -1-11 , , , � - � t ,, \ `,�,�`,­:"" __, , � � � , �, __,_�....... �­___­, � I , ­,'" I M I � � �_,� . 11 0. , � , _,___-,� . .....- ��=, - r- I � (9 PRE-CAST CATCH BASIN PER DETAIL 'F' ON SHEET 5 2 EA �, e . I . � " � m. I 3 � i � � � , . I ; i 111 _-L lc��"", 1 1 I I 1 1 1 � * � � � t � ; 1 i , � ,I . � I . � I . I � . i � � � I � e ----I , i � i I I i I �'­`�, � � i 1 , . � k%4 � � % U____ � ", ` i ! ! !`_,� i 1 ,(-) i ! i 1 �'. �i f! � ...)-l" � /_­1111--......___.11.­.­.1..­­­11 . : 1 1 f,-) � j � 1 1 1 � f"', � 1 1 i 1,i 111 i I ­,", THE MANUFACTURER'S REQUIREMENTS OR RECOMMENDATIONS FOR ANY INCORPORATED PRODUCTS. , 11 _11 i i fi ,". 11 I ! !I !I I I ! � I I , I I 1 1 1 I 1 1 i 1 � 1 11 i! 1 1 � ,.,., z I � I I � 1 � � � 1 1 i I i I I I � 1 1 1 ;i � , i i ! 1 1 ; I : � � ; i i I - I I I % I i � _5_L_� m � ', . ­­ � 1[� � \ �, , � , .1,.A,_,�_.,.:L.�.-��.i]2L�,�;�,�,�-��:,��L,,�'�l���'.",�.��:4�74 � �77777i --- �...Z� �4 CTRICAL PLANS 3 EA I �, ,�. �*,� ,,,, I �� � I - 7 � ; � I \ Lf;7������_ �3_ L_-'I=- � : I .....11 � �� ; " -, � , , % 'I., 1­11- "t r , , ,_I� -; , �, �,,�-,� � . , * \' �� 0 , , ,�,�,//�,­­­­­, _� 1.1� � -+=— � , - . - � 5 THE DIRECTIONS OF THE GOVERNING AGENCY INSPECTOR. I , ___ , \ , � "". - , I ... �� � , , � -, - � -.._1!__ "'A , . � ___ , ­­\ 111. t , \ I— - -1 - � . % 1. I . , � I 'P- " " `_,,�illol . ...:­��.....�....� ­­�.. ____ - - - - —­�­�­­ ­�,-­­_ � 11.1 \ , � I ,_11-___11, ---� -1,11 I I @ CURB OPENING DEPRESSION PER DETAIL 'E' ON SHEET 5 1 2 EA I __ , �­­11111.11-__I -11 11 ­ I­­­­_-.1-1-I I - - - ­ ­-,. ...............-.11-_11111-1---1-1-1-­-.1.-I....__...._______...:� / , - . .- ; �, ,� ____ 1� ::::,-­�­ ________-------------�--------�-�-�--�-,-,-"�,,�-.�-.��-,��----,�,---��-.-��-.�...._______________ __ , * � ,I � __Mw.... , THE GEOTECHNICAL STUDY PREPARED FOR THIS PROJECT DATED NOVEMBER 25, 2014 BY KLEINFELDER, AND ALL 0 I ____ ___z!!� __11,11 / , � f �� '11, '011_­Ngw­��� i._f��,=...___....__......___...I ____......................-.............�...-...-.....�........,_....___...._.........................................__.....�......�.................____...........-...____...___...�.....�........�.......�...........­­­­...-..........-1.11.1-1-111.1.111-1 -�-�,.L,-,.-..-,!-,="-.,�-,=,.-�,-.,'�.-,�-�-..��.-�,,-,��.��....­­­­........".�-�-��'ll".��.�-I..��.,�--.��,��--����1-1-1�-...'�.�.���,��.�...�.....�... -------...............I'll ....11­ ,__ @ TRENCH RE-SURFACING PER CITY OF TEMECULA STANDARD DWG. I ­-1- �_". ----------­­_ .... . .... . . , . , . , . , . , . , . , , . , , . , , . , - . , - \ � � '11, wi-101w,", - =1�=___='111::,==......==.........___........=_...........�......�...__.........-......__...11-1--111-11111.11--­......�....�.......-...........�.....-...�.......-........-.....�.......�..........................­­...�....-.........­­­­­........­_­.­­­....�........­­........�...........�........­­­....­­­.......�­....­­.....­­��,­......-.111*1 ­ 1-111-1 111111111-­­,­­­­­­,­­1-111,1-1-111-1-1-11-1-1*11 I'll,­­­ . , "....." 550 LF I - - -, � % � I ­­1_111-.......................­_­­...�....�......­___1_1111­__ APPLICABLE AMENDMENTS. . I I .......____......- '. r __.- 11 11 - 0 -,,,�---:",::�,-":�,��-.�'�':.-�--�:,-��-,,-"��,--:�'�----.--�,,"7"'--,,---�'-'-','-,'�"-�"-"-.', I �� ; ,06,._60!:."*7'_1_ .__ _.�_,- -- __-----­----- NO. 407 11 I __ ___ 0V_E__­­R­­­'�ND­0 NE-""'­ 11 I 00w*......-----", __ �....... ___ ­11-1....._______..1._111...I...I....._­­_­­......_­__­___,__......­._.1__­___..__-------_1­1­.._­_.__._ \. 11 -, - ­­ __'�------ -1.1111.1.1'.-......�.....1-1 ­­­_....... KEY MAP LEGEND . SEPARATOR PER DETAIL T ON SHEET 5 1 EA � I ....... , '_ _,",_ EW � %.-,-�- __­, A. IN USING THESE PLANS FOR BIDDING OR CONSTRUCTION PURPOSES, ALL CONTRACTORS ARE REQUIRED TO REVI "� :__::_­ ��`"' - LO __­­`111 -­ - ________­1_­_____ � -, ,-�,--�----,�----��11---""�7"', ___1___1__-__-­ I- _______1. -...11 , '=z",_............. _­=�11...­__1_1_____,_,_,___11...­­­_---_�......... �_ � __ '�_ ___E -1 -----------11 111--11-1- " ...� ; � - __,". _,_!;,;�,�,�'';-------=__�_­ , OLE IN ORDER TO IDENTIFY ALL REQUIREMENTS THAT DIRECTLY OR INDIRECTLY AFFECT �, ""'11,1111-1-1-....... , � __,____ , Q . .�_,��_ _--- I - _�..._ , 1� I _­­,", __ ---I— ........ _­ _11, , _.­..1_­­1______, : " - . M " 11_...- -­------­ ­-----------�............_ _1.__.­_­ __11111"', � , 1"..., -7 ISTING HARDSCAPE. GRIND AND OVERLAY 3' � _-.1117 1 9 ., . � 1111111-1.........- =� : - SHEET NUMBERS 50 LF I � � ,. _11-1-... _11- ____...........____ ­ - "I THEIR PORTION OF THE WORK, EVEN REQUIREMENTS LOCATED IN SECTIONS DESIGNATED AS APPLICABLE TO OTHER � ��, ...... ­­ __ 1,1._"___�,-� I__111_1­­­­..............-.1...........r_­11-1-1 _t LU 49 COSTCO AT SAWCUT LINE (TYPICAL) PER DETAIL V ON SHEET 5 C � "I 11 __ ........r ____ --__ __-,,,, .�,�11.11-111-1-,.�,�",-,�-"-�.-�l"..�,�..'�....�...__1-1-1-1--l-1-1- 0 N . � - -, .- ,C ; � � "Ill- ­­__ __ ,___­11__­ � I ____111 ........... WHOLESALE TRADES. IN CASE OF CONFLICTS, THE AFFECTED CONTRACTOR IS REQUIRED TO EITHER OBTAIN DIRECTION FROM ........ � ­_ C % .......... __._ __�­,:­-:,--__­-­,----,----"",--­­-­-­_­ 4-0 r_ ; % I__-,,. - _11.­ - -_-.1 I � ,- ; ; ; ___ - 1-1- 11. ,_:_�__-,:_.�­ _Z_ 11 '1� � _-.1111-­ .."11- _____.1__ :,----,- _.__._,___.1­1__11­..........__,",...1-�1--l�.,�..�.�,�-,-,-,-----,--,.,--,-,----,-,--,I-I,,--,----- EASEMENT . V1. � ­11 - , (D 0 @ CONTROLLER ENCLOSURE ROOM. SEE BLOW-UP DETAIL THIS SHEET 1 EA AN APPROPRIATE REPRESENTATIVE OF THE OWNER, OR OTHERWISE TO APPLY THE MORE STRINGENT STANDARD. I I - _," 11_11_­­..1___., __ -2i I KEY MAP SHEET LAYOUTS MEN ff 11E R. SLOPE GUTTER 2% MIN. TOWARD N/A .�, B. I THESE PLANS ARE INTENDED TO SET FORTH THE REQUIREMENTS FOR CONSTRUCTION IN ONLY AN 1"=60' ASPHALT PAVEMENT .� INDUSTRY-STANDARD LEVEL OF QUALITY AND DETAIL, AND THEY ARE INTENDED TO BE SUPPLEMENTED BY * 1P Ic ABBREVIATIONS SHEETINDEX 10 N?,D- @ INSTALL NEW SHUT OFF VALVE IMMEDIATELY DOWNSTREAM OF �i APPROPRIATE REQUESTS FOR CLARIFICATION AND INFORMATION. ALL CONTRACTORS ARE REQUIRED TO CAREFULLY F 15 R DESIGN CONFLICTS AND BRING THESE TO THE ATTENTION OF AN APPROPRIATE OWNER AC ACRE IRR IRRIGATION 1 TITLE SHEET I - I �jr­ OIL/WATER SEPARATOR. 6 INCH BALL VALVE IN C.I. VALVE BOX 0- REPRESENTATIVE IN A TIMELY MANNER; AND ANY CONTRACTOR WHO FAILS TO DO SO BEFORE BIDDING OR AC/AB ASPHALT CONCRETE/ASPHALT BASE LP LOW POINT 2 NOTES FLUSH WITH GRADE. VALVE TO BE EQUIPPED WITH WHEEL/KEY FOR 1 EA S 0- 3 REMOVAL PLAN EASY OPEN-SHUT OPERATION. VALVE BOX SHALL HAVE HINGED 0� OTHERWISE PROCEEDING ASSUMES THE RISK OF ANY CONSEQUENCES. IN ANY EVENT ALL CONTRACTORS WILL ADA AMERICANS WITH DISABILITIES ACT LTR LATERAL 1�1. 4 PRECISE GRADING PLAN VICINITY MAP EASY OPEN LID. BOX AND LID TO BE H-20 RATED. Lr PROCEED AT THEIR OWN RISK IF THEY FAIL TO VERIFY AND FIELD MEASURE DIMENSIONS BEFORE PROCEEDING WITH BLDG BUILDING MH MANHOLE 1�k UCTION. CB CATCH BASIN POC POINT OF CONNECTION 5 DETAILS Lr I CL CENTERLINE PVC POLYVINYL CHLORIDE 6 EROSION & SEDIMENT CONTROL PLAN NO SCALE @ GRADED SWALE SLOPED AT 1.0% MIN. 60 LF 7 EROSION & SEDIMENT CONTROL DETAILS .1 C, C. REQUEST FOR INFORMATION (RFI) SUBMITTALS WILL BE REVIEWED BY THE ENGINEER, IF AT ALL, ONLY PURSUANT C&G PVT PRIVATE (a 9"x9" ATRIUM GRATE NDS #981 OR APPROVED EQUAL 1 EA .1 TO THE INDUSTRY-STANDARD PROTOCOL AND IN NO EVENT WILL THE SUBMITTAL REVIEW PROCESS RELIEVE OR CO CLEANOUT QTY , QUANTITY �e C; LESSEN THE SUBMITTING CONTRACTOR'S RESPONSIBILITY FOR AN INAPPROPRIATE SUBMITTAL. CONC CONCRETE R RADIUS z�� GROSS DISTURBED AREA: 032 AC @ STORM DRAIN INLET PROTECTION PER SE-10 TYPE Ill 4 EA �c DWY DRIVEWAY RCWD RANCHO CALIFORNIA WATER DISTRICT C K_ = EARTHWORK QUANTITIES ELEC ELECTRICAL RIM RIM ELEVATION @ WEIGHTED FIBER ROLL PER SE-5 1,300 LF U 0- EX EXISTING RSD SAN DIEGO REGIONAL STANDARD DRAWINGS cc GRADED AREA 31,966 SF CUT 100 CY NET DISTURBED IMPERVIOUS AREA: 0.69 AC 0C -_ FDC FIRE DEPARTMENT CONNECTION R/W RIGHT-OF-WAY C1 DIG ALERT @ STREET SWEEPING AND VACUUMING PER SE-7 3 AREAS cc OVEREXCAVATION 0 CY FILL 100 CY FF FINISHED FLOOR SD STORM DRAIN Lf" C, -1 NOTE: FG FINISHED GRADE SDCO STORM DRAIN CLEAN OUT NOTES: @ CONSTRUCTION ENTRANCE 1 EA C, 1� THE ABOVE EARTHWORK QUANTITIES ARE FOR BONDING PURPOSES ONLY FH ST STREET -ALL QUANTITIES LISTED HERIN ARE SHOWN FOR PERMIT V. .< DIAL TOLL FREE :C 1-800-422-4133 AND DO NOT ACCOUNT FOR VARIATIONS DUE TO LOSS FROM CLEARING FL FLOW LINE STD STANDARD I RE NOT TO BE USED FOR BIDDING. LD 1 8-0726 O_ AND GRUBBING, STRIPPING, SHRINKAGE, SWELL, OR UNSUITABLE FS FINISHED SURFACE TC __- Z C AT LEAST TWO DAYS MATERIALS. ALL QUANTITIES LISTED HERIN ARE SHOWN FOR PERMIT FTP TD TRENCH DRAIN -THIS PROJECT IS NOT SUBJECT TO THE REQUIREMENTS OF BUILDING AND SAFETY '19-. BEFORE YOU DIG RE NOT TO BE USED FOR BIDDING. THE OB GRADE BREAK TEL TELEPHONE THE CONSTRUCTION GENERAL PERMIT. V. REVIEWED FOR COMPLI N ,WITH PTLE 24 :1 SPONSIBLE FOR DETERMINING THEIR OWN HDPE HIGH DENSITY POLYETHYLENE TG TOP OF GRATE U INDEPENDENT QUANTITY AND MATERIAL TAKE-OFFS TO CONSTRUCT THE HP HIGH POINT TYP TYPICAL DISABLED A A C ITY ON Y I " C OF SOUTHERN CALIFORNIA DESIGN AS INDICATED ON THESE DRAWINGS AND IN CONFORMANCE WITH IE INVERT ELEVATION W WATER APPROVED BY: I - ­_1­1 C; 11 �_ I I - V - - C - THE PROJECT'S GEOTECHNICAL REPORT. INV INVERT WM WATER METER NAML- z _____1 = __ - ____ - - - __ .- - M-0____ < - - C; ,1 - - _ ( _��011 , Cr. CONSTMCTM RECM DATE BY REVISM ACC'D DATE BENCH LiAW DE"ED BY DRAWN BY CHECKED BY giry z 1111111111111IN _- S/ ___11 - C1 I I OF TEMECULA DEPARTMENT OF PUBUC WORKS 1< � � . ' 1, ,- Recommended B y. -t-1111-.- 12CAU0 Date 1 4/50 11 Y, n AADDITION OF FUEL TANKS & PIPING T-30-81 EL= 1083.725 1) . �, � I ... (.1-, . 1 I .1 1�_N I I �, M � X Contractor - 2-1/2 BRASS DISK IN CONC. FLAGPOLE BASE. Horizontal , , �� 0 Ill C 11 I � I/ I � 0ff%0%0 1 �c , FROM THE INTERSECTION OF FRONT STREET AND t) �1` I Ptans--�ere Prepared Under the Supervision of- , / \, I'­1 CV11, ---Nmm� Lr' , ,/� ��),,��,� ,,,, ",A111v",�,, �a,/,� , � � RANCHO CALIFORNIA ROAD 1.0 MILES NORTHEAST I- . . I - ,� , � /(") ; " Date: � , T� /' ' ) I C, ty- 1-7i g"41�/6 Accepted By. �Ajm i ),L�,p , NNENN4_ _(�. Inspector LIIA ROAD TO THE INTER- 1 Date: PATRICK THOMA,S,/' ��Zl: �, t SEC11ON OF RANCHO CALIFORNIA AND MORAGA Vertical * 20 * BRYAN D. SMITH DIRECTOR OF PUBLIC WORKS/CITY ENGINEER PA17-0626-COSTCO GAS STATION EXPANSION �� / . ROAD; 0.2 MILES NORTH ON MORA I kP �1:�_ TM 3334-PARCELS A&D-L.L.A. NO. PA 99-0424 ce Date Completed - 1&_� Clvl�_ 0. 0. E TEMECULA UNION SCHOOL, 1 FOOT EAST OF , < - THE FLAGPOLE. 4z 0 FF_ C � R.C.E. No. - 75822 Expires: 06-30-2020 R.C.E. N a. 44223 - bm"M I __ __ - -TITLE SHEET con 1 - L_ - - �� � - � . - ____ - - - - _ _ - - . SPECIAL NOTES GENERAL NOTES GRADING NOTES (CONTINUED) PAVING NOTES (CONTINUED) EROSION & SEDIMENT CONTROL NOTES THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE 1. STANDARDS. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 4. FILL CUT . 9. PAVING MATERIALS. 1. FILTERED RUNOFF. AL L LL RUNOFF SHALL BE FILTERED PRIOR TO DISCHARGING FROM A :SITE OR TO ANY TYPE OF CONTRACTOR BY THE ENGINEER OF WORK. THE CITY ENGINEERS SIGNATURE CURRENT EDITION OF THE CITY'S IMPROVEMENT STANDARD DRAWINGS FOR PUBLIC a.MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1, UNLESS OTHERWISE APPROVED a.AC MATERIALS. N THESE PLANS DOES NOT CONSTITUTE APPROVAL OF THESE NOTES AND WORKS CONSTRUCTION (AND SUBSEQUENT AMENDMENTS THE CITY'S PER PROJECT SPECIFICATIONS. PRIVATE OR PUBLIC STORM WATER CONVEYANCE SYSTEM (NATURAL WATERCOURSES, STREETS, GUTTERS, 0 E ( ), BY THE CITY ENGINEER; AND SHALL COMPLY WITH THE RECOMMENDATIONS OF CONCRETE-LINED V-DITCHES STORM DRAIN - THE CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. ENGINEERING AND CONSTRUCTION MANUAL, CITY CODES AND REQUIREMENTS. THE SOILS REPORT. FILL SLOPES SHALL NOT HAVE LESS THAN 95% RELATIVE 10. THE MINIMUM AC THICKNESS IS 0.33 FOOT 4 INCHES). S, F LOW LINES, INLETS, OUTLETS, ETC.). ALL NON-PERMITTED ( ) DISCHARGES ARE PROHIBITED FROM ENTERING ANY STORM WATER CONVEYANCE SYSTEM YEAR-ROUND. COMPACTION OUT TO THE FINISH SURFACE. 11. THE MAXIMUM AC LIFT IS 0.33 FOOT (4 INCHES). 1. LOCATION AND ELEVATIONS OF IMPROVEMENTS TO BE MET (OR AVOIDED) 2. EMERGENCY TELEPHONE NUMBERS. (ANSWERING MACHINE IS NOT ACCEPTABLE): b.FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND NOTE: "SHOVING" IS A TYPE OF A PAVEMENT BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, VEGETATION AND OTHER C A EVENT FAILURE THAT MAY BE CAUSED BY COSTCO WHOLESALE 425 313-8100 ASPHALT MIXES THAT ARE TOO RICH iN ASPHALT, THAT HAVE COURSE/FINE 2.BEST MANAGEMENT PRACTICES {BMP'S�. YEAR-ROUND, POLLUTION PREVENTION MEASURES, ALSO KNOWN AS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR SHALL REPORT TO ) DELETERIOUS MATERIAL. IF THE SLOPE RATIO EXCEEDS 5:1 AND IS GREATER , P - AGGREGATE THAT !S TOO ROUNDED, ETC. TYPICALLY, SHOVING RESULTS AT HILLS, BEST MANAGEMENT PRACTICES BMP S , MUST BE INSTALLED PRIOR TO ANY FIELD ACTIVITIES. BMP HA THE ENGINEER OR CITY INSPECTOR ANY DISCREPANCIES BETWEEN FIELD (RESPONSIBLE PERSON/DEVELOPER) (COMPANY) (24 HR PHONE NUMBER) THAN FIVE FEET, THE TERRAIN MUST BE KEYED AND BENCHED INTO EITHER { ) HANDBOOKS I MEASUREMENTS AND THE PLANS. BEDROCK OR NATIVE SOIL, AS DIRECTED BY THE GEOTECHN#CAL ENGINEER. CURVES OR INTERSECTIONS, CAUSED BY BRAKING ACCELERATING VEHICULAR CAN BE DOWNLOADED AT WWW.CABMPHANDBOOKS.COM. ADDITIONAL EROSION PREVENTION AND SEDIMENT . :FORCES. TO PREVENT OR MINIMIZE SHOVING, THE CITY RESERVES THE RIGHT TO --- r`XXX�XXX-XXXX c.STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE CONTROL (ESC) MEASURES MUST BE INSTALLED AND MAINTAINED PRiOR TO AND THROUGHOUT EACH RAINY RESPONSIBLE PERSON CONTRACTOR COMPANY 24-HR PHONE NUMBER REQUIRE A MODIFIED AC MIX DEIGN WITH PROPERTIES THAT PROVIDE HIGH 2. BEFORE EXCAVATING FOR THIS CONTRACT, VERIFY LOCATION OF ( / ) (COMPANY) ( ) TENTHS (1.5) SHALL BE SUBMITTED TO PUBLIC WORKS BY A REGISTERED CIVIL SEASON. THE DEVELOPER CONTRACTOR IS RESPONSIBLE FOR ESC MEASURES THROUGHOUT UNDERGROUND UTILITIES. THE EXISTENCE AND LOCATION OF ANY ENGINEER, SOILS ENGINEER OR GEOLOGIST FOR CUT AND FILL SLOPES OVER 30 STABILITY (I.E., ABILITY TO RESIST SHOVING AND RUTTING, ANGULAR AGGREGATE H GOUT THE DURATION OF UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS 3. LICENSE/PERMIT REQUIREMENT. FEEL" IN VERTICAL HEIGHT. PARTICLES WITH A ROUGH SURFACE TEXTURE, ETC.) IN COMPLIANCE WITH THE THE PROJECT FOR ALL CLEARING, DISKING, GRADING, EXCAVATING AND STOCKPILING ACTIVITIES, AND ON ALL WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST a.PRIOR TO START OF ANY WORK, A BUSINESS LICENSE SHALL BE OBTAINED FROM GREENBOOK AND/OR CALTRANS SPECIFICATIONS. EXPOSED SLOPES AND INACTIVE PADS THROUGHOUT THE ENTIRE SITE. THE DEVELOPER CONTRACTOR IS ALSO THE CITY. d.ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL / OF OUR KNOWLEDGE THERE ARE NO OTHER EXISTING UTILITIES EXCEPT ENGINEER, SOILS ENGINEER OR GEOLOGIST, WHO SHALL SUBMIT TWO SETS OF a.BASE MATERIALS. RESPONSIBLE FOR ANY DISCHARGES FROM SUBCONTRACTORS. AS SHOWN ON THESE PLANS. b.A GRADING PERMIT SHALL BE OBTAINED, PRIOR TO ANY WORK ON PRIVATE WRITTEN CERTIFICATION THAT ALL FILLS OVER ONE FOOT IN DEPTH HAVE BEEN 1. BASE MATERIALS SHALL CONFORM TO PROVISIONS OF THE GREENBOOK AND a.STOCKPILING OF BMPS. ADDITIONAL ESC MATERIALS SHALL BE STOCKPILED AT VARIOUS LOCATIONS DEVELOPMENT. THE PERMIT AND AN APPROVED SET OF IMPROVEMENT PLANS PROPERLY PLACED. CURRENT CITY STANDARDS. 3. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE MUST BE PRESENT AT THE JOBSITE DURING CONSTRUCTION.. 2. FOR STREET SECTIONS, BASE COURSE MATERIAL SHALL BE CRUSHED AGGREGATE THROUGHOUT THE SITE FOR IMMEDIATE USE WITHIN SEVEN DAYS PRIOR TO ANY 'FORECAST RAIN. ON SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, 5. DRAINAGE. BASE (CAB) OR CRUSHED MISCELLANEOUS BASE (CMB) PER SECTIONS 200-2.2 EMERGENCY SITUATIONS, THE DEVELOPER/CONTRACTOR SHALL IMMEDIATELY MAKE EQUIPMENT AND WORKERS CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND 4. ERRORS OR OMISSIONS. APPROVAL OF THESE PLANS BY THE CITY DOES NOT a.AS APPLICABLE PROVIDE CONCRETE BROW DITCHES TO CONVEY 100-YEAR AND 202-2.4 OF THE GREENBOOK. PRINCIPAL AND URBAN ARTERIAL ROADS AVAILABLE TO PROTECT THE SITE. SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE RELIEVE THE APPLICANT AND ENGINEER OF RECORD FROM THE RESPONSIBILITY STORM FLOWS OR PROVIDE GRADED BERMS ALONG THE TOP OF ALL GRADED REQUIRE CAB. AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING SLOPES OVER THREE FEET IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO b.PORTLAND CONCRETE CEMENT. ALL PCC USED SHALL BE IN CONFORMANCE TO 3.EROSION AND SEDIMENT CONTROLS. ALL ESC MEASURES SHALL BE INSPECTED, RESTORED, REPAIRED OR CONSTRUCTION. GRADED AREAS, TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. THE GREENBOOK. 4. CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING ALL DRAINAGE DEVICES SHALL BE CONSTRUCTED PER THE APPROVED PLANS. MODIFIED YEAR-ROUND THROUGHOUT THE SITE TO PROTECT PERIMETERS, ADJACENT PROPERTIES, UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO 5. WORKING HOURS. CITY ORDINANCE NO. 94-25 STATES THAT NO PERSON SHALL b.EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMES. NO 10. MiX DESIGNS. TEN WORKING DAYS PRIOR TO PAVING, THE PROPOSED MIX ENVIRONMENTALLY SENSITIVE AREAS AND ALL PRIVATE/PUBLIC STORM WATER CONVEYANCE SYSTEMS. IF ANY PERMIT REVISIONS TO PLANS IF REVISION IS NECESSARY BECAUSE OF ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY, WHEN THE CONSTRUCTION SITE EROSION OR SEDIMENT CONTROLS FAIL DURING ANY RAIN EVENT MORE EFFECTIVE ONES WILL BE OBSTRUCTION OF FLOOD PLAINS OR .NATURAL WATER COURSES SHALL BE DESIGN(S) FROM THE SUPPLYING ASPHALT OR CONCRETE PLANT SHALL BE REQUIRED IN LOCATION OF NEW WORK. iS WITHIN ONE-QUARTER OF A MILE OF AN OCCUPIED RESIDENCE, BETWEEN THE PERMITTED. THEIR PLACE. HOURS OF 6:30 PM AND 6:30 AM MONQAY THROUGH FRIIIAY AND SHALL ONLY SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. THE MIX DESIGN(S) SHALL c.TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE CLEARLY SHOW THAT THE DESIGN MEETS ALL CITY AND GREENBOOK a.ER 1 N ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF 7:00 OS 0 CONTROLS. EROSION CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED TO APPLYING AND 5. CONTRACTOR [S REQUIRED TO TAKE PRECAUTIONARY MEASURES TO STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO REQUIREMENTS. PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING AM AND 6:30 PM ON SATURDAY. NO CONSTRUCTION ACTIVITY SHALL BE PROTECT ADJOINING AND DOWNSTREAM PR P ESTABLISHING: VEGETATIVE COVER, WOOD MULCH, STAPLED OR PINNED BLANKETS (STRAW, COCONUT OR UNDERTAKEN ON SUNDAY AND NATIONALLY RECOGNIZED DPROPERTIES FROM SILT DEPOSITION AND LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. HOLIDAYS. PONDING WATER DURING CONSTRUCTION/GRADING OPERATIONS. 11. STREET SECTIONS. STREET STRUCTURAL SECTIONS SHOWN ON PLANS ARE OTHER), PLASTIC SHEETING (MINIMUM 10-MiL), POLYPROPYLENE MATS, SPRAY-ON CONTROLS TO ALL 6. CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY 6. REGULATORY AGENCY CLEARANCES. THE ISSUANCE OF A PERMIT BY THE CITY d. { )APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST TENTATIVE I.E., THEY'RE USED FOR BONDING PURPOSES). THE FINAL DISTURBED AREAS OR OTHER MEASURES APPROVED BY THE CITY ENGINEER. JUTE NETTING SHALL NOT BE BE USED TO PROTECT ADJOINING PROPERTIES DURING THE 'GRADING PROJECT. STRUCTURAL SECTION REQUIREMENTS SHALL BE DETERMINED BY ADDITIONAL SOIL USED AS A STAND-ALONE EROSION CONTROL. FOR SLOPES GREATER THAN 4:1, PROVIDE FIBER ROLLS AND PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL e.DRAINAGE EASEMENTS SHALL BE KEPT CLEAR OF ALL OBSTRUCTIONS; NO TESTS, AFTER ROUGH GRADING. THE STRUCTURAL SECTION DESIGN SHALL BE EITHER A BONDED FIBER MATRIX PRODUCT APPLIED TO A RATE OF 3500 LB ACRE OR A STABILIZED FIBER COORDINATE HIS WORK WITH CHILLED WATER PIPING AND AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED / BUILDING OR WALLS SHALL BE PLACED WITHIN THE LIMITS OF EASEMENTS. :: :REVIEWED AND APPROVED BY THE CITY ENGINEER. SAID DESIGN SHALL ADHERE APPURTENANCES. CONTACT THE SAN D(EGO GAS & ELECTRIC COMPANY SPECIES ACTS OR WATER QUALITY REGULATIONS. THE APPROPRIATE CLEARANCES MATRIX PRODUCT APPLIED TO A RATE OF 10 GAL/ACRE. THE CITY ENGINEER MAY APPROVE DIFFERENT ' .FROM THESE AGENCIES .SHALL BE OBTAINED PRIOR TO ANY SITE DISTURBANCE f• THE MINIMUM GRADE FOR CONCRETE SURFACE DRAINAGE FACILITIES SHALL BE A TO THE METHODOLOGY SET FORTH (N CHAPTER 600 OF CALTRANS HIGHWAY TELEPHONE 232-4252, EXT. 1658, ONE-HALF PERCENT (0.5%). DESIGN MANUAL AND SHALL UTILIZE THE "R" VALUE METHOD (I.E., "R" VALUE APPLICATION RATES FOR SLOPES LESS THAN 4:1. OR GRADING. 7. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL SLOPES TESTS SHALL BE CONDUCTED IN ACCORDANCE WITH CALIFORNIA TEST NO. 301 b.SEDIMENT CONTROLS. SEDIMENT CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED TO: DESILTING BASINS, 7. CONSTRUCTION CHANGE. ANY CONSTRUCTION CHANGE MUST BE FIRST SUBMITTED 6. PROPERTY CORNERS. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN AND SHALL BE CERTIFIED BY A REGISTERED CIVIL ENGINEER). THE NUMBER AND GRADED BERMS, FIBER ROLLS, SILT FENCES, GRAVEL BAG CHEVRONS FILLED WITH MINIMUM :w GRAVEL STREETS, .UTILITIES AND STORM DRAINS ARE BUILT [N ACCORDANCE WITH ) ( ), THESE PLANS. IF THERE iS ANY QUESTION REGARDING THESE PLANS OR TO THE CITY AS A REDLINE REVISION FOR REVIEW AND APPROVAL PRIOR TO THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING ACTIVITY, LOCATIONS OF THESE TESTS SHALL BE SUBJECT TO APPROVAL BY THE CITY CHECK DAMS, DRAINAGE INLET PROTECTION, ETC. FIBER ROLLS SHALL BE INSTALLED IN 15-FOOT Q AT S IMPLEMENTING THE CHANGE IN THE FIELD. REFER TO THE CITY'S ENGINEERING AS DIRECTED BY THE CiTY ENGINEER. ENGINEER. FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION INCREMENTS MEASURED ALONG THE FACE OF THE SLOPE. SiLT FENCE SHALL BE INSTALLED ALONG INTERIOR ROUGH GRADING7. AND CONSTRUCTION MANUAL. - RIGHT-OF-WAY BEFORE DOING ANY WORK BY CALLING THE ENGINEER OF WORK AT (858) Ti WAY INSPECTIONS PRIOR TO BUILDING PERMIT. INSPECTIONS SHALL 12. COMPACTION. PRIOR TO PLACEMENT OF BASE MATERIAL AND AC, COMPACTION STREETS AND COMBINED WITH GRAVEL BAG OR SILT FENCE CHEVRONS INSIDE THE SIDEWALK RIGHT OF 554-1500. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS OR BACK OF CURBS. 8. PRE-CONSTRUCTION MEETING. APRE-CONSTRUCTION MEETING SHALL BE BE REQUESTED VIA THE PUBLIC WORKS INSPECTION LINE AT (951) 308_6395. REPORTS BY A SOILS ENGINEER, CERTIFYING 95% COMPACTION OF SUB-GRADE TO PROTECT THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION SCHEDULED TWO WORK DAYS PRIOR TO THE START OF CONSTRUCTION. DURING SUBMIT THE FOLLOWING: AND BASE MATERIAL, SHALL BE SUBMITTED TO THE CITY ENGINEER. COMPACTION AND SILTATION THAT RESULTS FROM HiS OPERATIONS BY APPROPRIATE _ CONSTRUCTION, A DEPENDABLE AND RESPONSIVE CONTRACTORS REPRESENTATIVE a.TWO SETS OF PAD ELEVATION CERTIFICATION (I.E., ROUGH GRADE) TO INCLUDE A TEST OBSERVATION OF SUB GRADE AND BASE GRADE MATERIALS SHALL BE 4.STATE CONSTRUCTION GENERAL PERMIT. IF THE PROJECT DISTURBS, EXPOSES OR STOCKPILES ONE ACRE OR MEANS (GRAVEL BAGS, HAY BALES, TEMPORARY DESILTING BASIN, DIKES, SHALL BE AT THE JOB SITE AT ALL TIMES. STATEMENT THAT THE PAD ELEVATION COMPLIES WITH THE APPROVED GRADING COORDINATED TO INCLUDE THE SOILS ENGINEER AND THE PUBLIC WORKS MORE OF SOIL, THE SITE MUST BE COVERED UNDER THE STATE CONSTRUCTION GENERAL PERMIT. A WASTE SNORING, ETC., UNTIL SUCH TIME THAT THE PROJECT [S COMPLETED AND PLAN. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION. OF INSPECTOR. ACCEPTED FOR MAINTENANCE BY WHATEVER OWNER, AGENCY OR DISCHARGE IDENTIFICATION (WDiD) NUMBER, A RISK LEVEL DETERMINATION NUMBER AND THE QUALIFIED STORM SLOPES 9. UTILITIES. APPROVAL OF THESE PLANS BY THE CITY DOES NOT CONSTITUTE A CUT/FILL . ASSOCIATION IS TO BE ULTIMATELY RESPONSIBLE FOR MAINTENANCE. 13. PAVING INSPECTIONS. WATER POLLUTION PREVENTION PLAN' (SWPPP) DEVELOPER (QSD) SHALL BE PROVIDED TO THE CITY PRIOR TO REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION, b.TWO SETS OF PAD COMPACTION CERTIFICATION (I.E., FINAL GEOTECHNiCAL/SOILS 8. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITIES REPORT) TO INCLUDE A STATEMENT THAT THE GRADING COMPLIES WITH. ISSUANCE OF A GRADING PERMIT. A SWPPP SHALL BE IMPLEMENTED THROUGHOUT THE DURATION OF THE OR OTHERS AND THOSE SHOWN ON THE RECORD EXAMINED ARE WITHIN THE PROJECT LIMITS. ANY UTILITY DAMAGED DURING THE PERFORMANCE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. a.BASE GRADE INSPECTION. ONE INSPECTION AT SUB-GRADE COMPLETION (PRIOR PROJECT AND SHALL BE READILY AVAILABLE TO CiTY AND STATE INSPECTORS AND UPDATED TO REFLECT INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER,. ). . . OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE TO PLACEMENT OF BASE IS REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS. CURRENT SITE CONDITIONS DURING CONSTRUCTION. THE CONSTRUCTION PERMIT CAN BE DOWNLOADED AT: AT HIS EXPENSE. . S.CA.GOV S WWW.WATERBOARD WATER-ISSUETRUCTION BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS GOVERNING AGENCY BY THE CONTRACTOR 8. FINAL INSPECTION PRIOR TO OCCUPANCY. REFER TO THE CITY'S ENGINEERING ---/ •/PROGRAMS/STORMWATER C�._ONS - PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD AND CONSTRUCTION MANUAL. b.PAVING INSPECTIONS. TWO PAVING INSPECTIONS ARE REQUIRED BY THE 10. SURVEY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE DEPARTMENT OF PUBLIC WORKS: 1 PRIOR TO PAVING AT BASE GRADE UNDER-SIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE ( ) 5.PERIMETER PROTECTION. ENGINEER OF RECORD AND TO INSTALL STREET CENTERLINE MONUMENTS, AS PERIMETER PROTECTION MUST BE INSTALLED PRIOR TO ANY CLEARING ACTIVITIES. EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES, REPORTED TO 9. POST GRADING ACTIVITIES. POST GRADING ACTIVITIES SHALL INCLUDE, BUT NOT COMPLETION, AND (2) DURING PLACEMENT OF AC. REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 491. CENTERLINE TIES SHALL CLEARING SHALL BE LIMITED TO AREAS THAT WILL BE IMMEDIATELY GRADED OR DISTURBED. A COMBINATION OF THE UNDERSIGNED, THAT ARE NOT INDICATED ON THE PUBLIC RECORDS BE LIMITED T0, INSTALLING WHERE APPLICABLE. GROUNDCOVEft, TREES, SHRUBS BE PROVIDED TO THE CITY ENGINEER, UPON COMPLETION OF THE PROJECT AND ESC MEASURES SHALL BE IMPLEMENTED IN AREAS THAT HAVE BEEN CLEARED. ALL DISTURBED AREAS OF AN EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY ,- OR A COMBINATION THEREOF IN ACCORDANCE WITH THE TEMECULA MUNICIPAL c.DRIVEWAYS. ALL ONSiTE PRIVATE RESIDENTIAL DRIVEWAYS SHALL COMPLY WITH BEFORE ACCEPTANCE IS GRANTED. ALL EXISTING MONUMENTAT[ON (DISTURBED OR INACTIVE SITE AS DESCRIBED IN THE ENGINEERING AND CONSTRUCTION MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY CODE PRIOR TO FINAL INSPECTION. SLOPES OVER FOUR FEET IN VERTICAL THE APPROVED PLANS AND CITY STANDARDS, AND SHALL. BE INSPECTED AND � ..:MANUAL, SHALL.ALSO BE PROTECTED. DESTROYED DURING CONSTRUCTION) SHALL BE REPLACED TO CITY STANDARDS IN OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW CLEARED BY THE CITY .ENGINEER PRiOR TO PAVING. ACCORDANCE WITH THE LAND SURVEYORS ACT AND THE STREETS AND HIGHWAY ' CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES CO A PREVENTION DEVICES PER THE U.P.C. 6.CONSTRUCTION ACCESS POINTS. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION DE, ND AS APPROVED BY THE CITY ENGINEER. UPON REQUEST, SURVEY OF OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE CONTRACTOR 14. UTILITIES. ALL UNDERGROUND FACILITIES AND LATERALS SHALL BE IN PLACE CUTS SHEETS SHALL BE PROVIDED TO THE CITY ENGINEER. " "GENERAL" ROCK AND SHAKER PLATES YEAR-ROUND TO PREVENT TRACK-OUT. INTERIOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY OTHER CONSTRUCTION NOTES. REFER TO SEPARATE NOTES FOR PAVING, GENERAL PRIOR TO PAVING. E OR ACCESS POINTS (ALL PROPOSED PIPE CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE 11. DUST CONTROL. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS, AND "EROSION AND SEDIMENT CONTROL ) REQUIREMENTS. DRIVEWAYS, MATERIAL STORAGE AND STAGING AREA ENTRANCES/EXITS, ETC. SHALL ALSO BE PROTECTED WITH AS APPROVED BY THE CITY ENGINEER AND SHALL COMPLY WITH SOUTH COAST 15. TRENCHING FOR UTILITIES. ALL STREET TRENCHES SHALL CONFORM TO CITY AND ROCK TO PREVENT TRACK-OUT ONTO INTERIOR STREETS. ROUTINE STREET SWEEPING SHALL BE PERFORMED SOILS REPORT NOTES AIR QUALITY MANAGEMENT DISTRICT'S SCAQMQ RULE 403. PAVING NOTES ENGINEERING STANDARDS. REFER TO CITY STANDARD NO. 407 "TRENCH/POTHOLE ON ALL PAVED STREETS WHERE TRACKING iS OBSERVED. VACUUM SWEEPERS SHALL BE USED WHEN STREET 1. THE FOLLOWING SOILS REPORT FOR THE SITE SHALL BE CONSIDERED PART 1. STANDARDS. ALL WORK AND MATERIALS (I.E., ASPHALT CONCRETE (AC) PAVEMENT, REPAIR" FOR TRENCH MAINTENANCE AND/OR REPAIRS. IF TRENCHES IN CLOSE SWEEPING BECOMES INEFFECTIVE. CONTROLLED STREET WASHING SHALL ONLY BE ALLOWED PRIOR TO THE 12. CONSTRUCTION FENCING. A SIX FOOT CHAIN LINK FENCE IS REQUIRED ON ALL PROXIMITY AND PARALLEL TO GUTTER LINES RESULT IN LEAVING PAVEMENT APPLICATION OF ASPHALT SEAL COATS, AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE PROTECTED. OF THESE CONSTRUCTION DOCUMENTS: N0: PORTLAND CONCRETE CEMENT (PCC), BASE COURSE, ETC.) SHALL CONFORM TO STRIPS IN DISTRESS OR LESS THAN TWO FEET IN WIDTH BETWEEN THE TRENCH INDUSTRIAL AND COMMERCIAL PROJECTS UNTIL ROOF SYSTEMS ARE COMPLETED { OR AS DEEMED NECESSARY BY THE CITY ENGINEER FOR PUBLIC SAFETY. THE THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ([.E., AND GUTTER LINE SAID PAVEMENT STRIPS SHALL BE REMOVE AN SOIL INVESTIGATION UPDATED REPORT OF GEOTECHNICAL INVESTIGATION ), D D REPAVED, , MAINTENANCE OF THE FENCE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. GREENBOOK) LATEST EDITION, THE ENGINEERING AND CONSTRUCTION MANUAL, CITY AT THE DISCRETION OF THE CITY ENGINEER. A TACK COAT SHALL BE APPLIED TO -DESILTING BASINS. DESILTING BASINS SHALL BE DESIGNED ACCORDING TO THE GUIDANCE PROVIDED !N CASQA S DATED: NOVEMBER 25, 2014 AND ENGINEERING STANDARDS AND REQUIREMENTS. JOIN EXISTING ASPHALT CONCRETE AND VERTICAL SURFACES IN COMPLIANCE WITH CONSTRUCTION BMP HANDBOOK. IMPOUNDED WATER SHALL BE SECURED FROM THE PUBLIC. SIGNAGE AS PERFORMED.. BY. KLEINFELDER 13. INSPECTIONS. ALL WORK PERFORMED WITHOUT PROPER INSPECTION FROM THE THE GREENBOOK. INDICATING "PONDED WATER DO NOT ENTER,' OR AN EQUIVALENT WARNING NOTICE, SHALL BE POSTED. 2 ADA, SUITE 250 CITY MAY BE SUBJECT TO REJECTION. 2.PERMIT REQUIREMENTS. A GRADING OR ENCROACHMENT PERMIT(S) SHALL BE IRVINE CA 92618 OBTAINED PRIOR TO PAVING. BEFORE OBTAINING AN ENCROACHMENT PERMIT, A 16. PARKING LOT GRADE. THE MINIMUM AC OR CONCRETE PAVEMENT GRADE SHALL 8.MATERIAL STORAGE. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED. FUEL TANKS, PORTABLE 14. OTHER CONSTRUCTION NOTES. REFER TO SEPARATE NOTES FOR "GRADING," CERTIFICATE OF INSURANCE AND THE REQUIRED BONDING (FOR PUBLIC BE ONE PERCENT 1% . „ n -PAVING" , ( ) TOILETS, LIQUIDS, GELS, POWDERS, LANDSCAPE MATERIALS AND STOCKPILES OF SOIL SHALL BE STORED AWAY EROSION AND SEDIMENT CONTROL, PAVING AND 'TRAFFIC REQUIREMENTS, IF IMPROVEMENTS SHALL BE PROVIDED TO THE CiTY ENGINEER. A CALTRANS 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ) ALL PROVISIONS OF THE SOILS REPORT FOR THE SiTE OBSERVED AND APPLICABLE. ENCROACHMENT PERMIT MAY BE REQUIRED. 17. GUTTER LiP. A 3/8 INCH LiP SHALL BE PLACED ADJACENT TO CONCRETE FROM ALL PRIVATE/PUBLIC STORM WATER CONVEYANCE SYSTEMS, SIDEWALKS, RIGHT-OF-WAYS AND COMPLIED WITH DURING THE ALL PHASES OF THE SITE PREPARATION, GUTTERS IN ACCORDANCE WITH CITY AND ENGINEERING STANDARDS. REFER TO FLOW-LINES AND SHALL HAVE SECONDARY CONTAINMENT. INACTIVE STOCKPILES OF SOIL SHALL BE COVERED GRADING OPERATIONS, FOUNDATION SLAB, AND PAVING CONSTRUCTION. GRADING NOTES 3.SOiL STERILIZER. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL BASE STANDARD NO. 200. AT ALL TIMES. ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORECAST RAIN. ..GRADE SURFACES .PRIOR TO PAVING. STANDARDS. ALL CONSTRUCTION AND GRADING RELATED ACTIVITIES (I.E., STOCKPILING, 3. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH 18. PAVING DETAIL AROUND MANHOLES VALVE COVERS ETC. ALL PAVING AROUND LAND CLEARING, EROSION & SEDIMENT CONTROL, ETC.) SHALL BE PERFORMED IN 4.PRIME COAT. PRIME COAT IS REQUIRED ON SUBGRA R A 9.CONSTRUCTION WASTE. CONSTRUCTION WASTE AND MISCELLANEOUS DEBRIS SHALL BE PLACED IN WATER-TIGHT INFORMATION. SHOWN ELSEWHERE ON THESE DRAWINGS, OR WHICH REQUIRE Q QE O BASE WHEN THE BASE MANHOLES, UTILITY VALVE COVERS, ETC. SHALL BE 1N ACCORDANCE WITH THE ACCORDANCE WITH CHAPTER 18 OF THE CITY OF TEMECULA MUNICIPAL CODE, THE BINS. WIRE MESH RECEPTACLES SHALL NOT BE ALLOWED. WASH-OUT STATIONS SHALL BE PROVIDED FOR FURTHER CLARIFICATION, SHALL BE BROUGHT TO THE ATTENTION OF IS SUBJECTED TO SUBSTANTIAL CONSTRUCTION TRAFFIC (OR WHEN LONG TIME GREENBOOK REQUIREMENTS, UTILITY AGENCY REQUIREMENTS, CITY AND FUSCOE ENGINEERING INC.. ENGINEERING AND CONSTRUCTION MANUAL, ALL APPLICABLE STANDARDS, THE LATEST „ CONCRETE, PAINTS, STUCCO AND OTHER LIQUID WASTE, AND SHALL BE LINED WITH PLASTIC AND LOCATED PERIODS ELAPSE BEFORE AC IS PLACED), AS DETERMINED BY THE SOILS ENGINEER ENGINEERING STANDARDS. REFER TO CITY STANDARD NO. 503 PAVING "DETAIL EDITION OF THE CALIFORNIA BUILDING CODE (APPENDIX J) AND, IF APPLICABLE, THE AND .APPROVED BY THE CITY ENGINEER.. °� AWAY FROM PUBLIC RIGHT-OF-WAYS, FLOW LINES, ETC. PRIOR TO ANY FORECAST RAIN, BINS ..AND AROUND MANHOLE. 4. A REPRESENTATIVE FOR THE SOILS ENGINEER SHALL BE AVAILABLE TO STATE WATER RESOURCES CONTROL BOARD (SWRCB) NATIONAL POLLUTION DISCHARGE MASH-OUTS SHALL BE COVERED WITH LIDS OR PLASTIC TARPS. OBSERVE AND APPROVE THE EARTHWORK OPERATIONS AND TO VERIFY FIELD ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. 5.TYPE I SLURRY. PRIOR TO PROJECT FINAL COMPLETION AND ACCEPTANCE OF 19. AC PLACEMENT. THE METHOD OF DEPOSITING, DISTRIBUTING ([.E., USING A 10.STORM PROTECTION. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER SLOPES WITHOUT :PERMANENT CONDITIONS AS WORK PROCEEDS. THE SOIL ENGINEER SHALL SUBMIT FIELD STREETS INTO THE CITY'S MAINTAINED SYSTEM, TYPE I SLURRY SHALL BE PLACED _ DOWN DRAINS INSTALLED. ESC MEASURES ARE REQUIRED ON ALL EXPOSED .REPORTS CERTIFYING THAT THE METHODS AND MATERIALS OF THE 1. PERMIT REQUIREMENTS. A GRADING PERMIT SHALL SELF-PROPELLED SPREADING/FINISHING MACHINE) AND ROLLING AC SHALL BE IN Q OSED SLOPES UNTIL Q LL BE OBTAINED PRIOR TO OVER THE ASPHALT CONCRETE PAVED PROJECT STREET(S), AS DIRECTED BY THE ACCORDANCE WITH THE GREENBOOK. SUFFICIENT PERMANENT LANDSCAPE IS ESTABLISHED. THERE SHALL 1 EARTHWORK OPERATIONS WERE IN ACCORDANCE WITH THE RECOMMENDATION COMMENCEMENT OF ANY WORK ON THE SITE. / BE 00% SLOPE PROTECTION [N PLACE N OF THE SOILS INVESTIGATION AND THAT THE WORK WAS PERFORMED TO CITY ENGINEER. THE ENTIRE ROADWAY WIDTH. SHALL BE SWEPT AT LEAST 3 TIMES PRIOR TO ISSUANCE OF CERTIFICATE OF.00CUPANCY..` s THE SATISFACTION OF THE ENGINEER. 2. NOTIFICATIONS. PUBLIC WORKS SHALL BE NOTIFIED VIA THE PUBLIC WORKS OR AS DIRECTED BY THE CITY ENGINEER. 20. ACCEPTANCE OF PRODUCT. THE CONTRACTOR SHALL REPAIR ANY DEFECTIVE SURFACING DUE TO GRADE SETTLEMENT OF FILLS, TRENCH FILLS OR BASE INSPECTION LINE AT (951) 308-6395 AT LEAST 24 HOURS IN ADVANCE OF 6.FOG SEAL. FOR PRIVATE DEVELOPMENT ASPHALTIC EMULSION FOG SEAL SHALL MATERIAL AS REQUIRED BY THE CITY ENGINEER. NO PAVEMENT "BIRDBATHS' OR 11.PORTABLE MIXERS. ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH THEM WITH THE CONTRACTOR SHALL MAKE ALL PROVISIONS FOR SOILS INSPECTIONS AS BEGINNING ANY CONSTRUCTION GRADING OPERATIONS. ( ) DOWN- HILL BE APPLIED NOT LESS THAN 14 DAYS FOLLOWING PLACEMENT OF THE ASPHALT DEVIATIONS GREATER. THAN 1/8 INCH IN SIX .FEET SHALL. BE .ACCEPTED. GRAVEL-BAGS. PLACED ON THE :DOWN HELL :SIDE OF.THE LINERS TO .CONTAIN .DISCHARGES.. RECOMMENDED WITHIN THE SOILS REPORT. AS A MINIMUM, THiS INCLUDES SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER SQ. YD. THE OBSERVATION OF THE FOLLOWING BY A SOILS ENGINEER. 3. SOILS. ALL CONSTRUCTION/GRADING ACTIVITIES SHALL BE DONE IN CONFORMANCE THE ASPHALT EMULSION SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE 21. PROTECTION OF WORK. THE CONTRACTOR SHALL. (A) PROTECT EXISTING 12.MAINTENANCE. ALL ONSITE AND OFFSITE FLOW LINES I. . V- - WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY STATE STANDARD SPECIFICATIONS. STRUCTURES, CURB AND GUTTERS, SIDEWALKS LANDSCAPING CATCH BASIN ( E, AND BROW DITCHES, TERRACE DRAINS, A. PLACEMENT OF STRUCTURAL FILL MATERIAL BENEATH NEW PAVEMENT KLEINFELDER, DATED NOVEMBER 25 2014. SAID REPORT SHALL BE CONSIDERED DEPRESSIONS AND OTHER SURFACE FEATURES AGAINST DAMAGE CAUSED BY RIBBON GUTTERS, CURB GUTTERS, ETC.), STORM WATER CONVEYANCE SYSTEMS, CHECK DAMS, CHEVRONS, SILT LR A PART OF THIS GRADING PLAN. 7.TACK COAT. A TACK COAT SHALL BE APPLIED TO EXISTING PAVEMENT AND FENCES AND DESILTING BASINS SHALL BE FREE OF SEDIMENT, CONSTRUCTION MATERIALS, WASTE 5. THE CONTRACTOR SHALL QUALIFY ANY LIMITATIONS TO .SOILS INSPECTIONS PAVING OPERATIONS AND ASPHALT SPRAY, {B) PROTECT COMPLETED WORK, ALL , o WITHIN BID PROPOSAL. VERTICAL JOINTS, CONCRETE SURFACES AND ASPHALT CONCRETE BASE COURSE, IF VEHICULAR TRAFFIC (I.E., MOVING OR STATIONARY LOADS) SHALL BE KEPT OFF MISCELLANEOUS DEBRIS AND DETERIORATED ESC MEASURES YEAR-ROUND. iT HAS BEEN EXPOSED TO VEHICULAR LOADS. THE TACK COAT SHALL BE SLOW o NEWLY PAVED AREAS UNTiL PAVEMENT SURFACES HAVE COOLED DOWN SETTING ANIONIC EMULSIFIED ASPHALT TYPE "SS-1 H" CONFORMING TO THE GREENBOOK. ADEQUATELY; (C) CLEAN THE SiTE (I.E., REMOVE LOOSE PAVEMENT AND 13.OBSTRUCTIONS. NO OBSTRUCTIONS, OTHER THAN BMP'S, SHALL BE ALLOWED WITHIN ANY STORM WATER AGGREGATE, CLEAN OUT ALL MANHOLE PITS, ENSURE FREE OPERATION OF o VALVES AFTER PAVING, REMOVE ALL DEBRIS, RUBBISH AND EXCESS MATERIAL CONVEYANCE SYSTEM, UNLESS ALTERNATIVE DRAINAGE FACILITIES HAVE BEEN APPROVED ;BY THE CITY 8.CERTIFICATION TESTING. ALL SUBGRADE AND BASE GRADE SHALL BE CERTIFIED BY ENGINEER. 00 A LICENSED LAND SURVEYOR. BASE AND AC MATERIALS SHALL BE TESTED IN FROM WORK AREA, ETC.). co ACCORDANCE WITH THE CITY'S QUALITY ASSURANCE PROGRAM (QAP) AND/OR AS L DIRECTED BY THE CITY ENGINEER. 22. OTHER CONSTRUCTION NOTES. REFER TO SEPARATE NOTES FOR "GENERAL," OTHER CONSTRUCTION NOTES. REFER TO SEPARATE NOTES FOR "GENERAL," GRADING „GRADING," AND "EROSION AND SEDIMENT CONTROL REQUIREMENTS. LD 8-6726 z Z 0 BUILDING AND SAFETY R REVIEWED FOR COMPLIANT WITH TITLE 24 DISABLED ACC SS AN C SIBILi TY ON Y " _µ APPROVED BY d 0 N ME , CONSTRWTM FECORD DATE BY REVISIONS ACC D DATE BENCH DESIGNED BY DRAWN BY CHECKED BY pFESS! C CITY OF TEMECULAMPAMWENT t� PUBL IC T-30-81 EL= 1083.725 �O �l Recommended By: !�4r,, Date: Contractor D . S F 2-1/2 BRASS DISK IN CONC. FLAGPOLE BASE. Horizontal . . ig FROM THE INTERSECTION OF FRONT STREET AND z These Plans Were Prepared Under the Supervision of: ow vet i RANCHO CALIFORNIA ROAD 1.0 MILES NORTHEAST Inspector M Accepted By. Date. - N ON RANCHO CALIFORNIA ROAD TO THE INTER- C 75822 µ Date: - • • PA 2[CK THOMA�;P SECTION OF RANCHO NORTH ON AND MORAGA Vertical EXP. 06-30-18 BRYAN D. SMITH DIRECTOR OF PUBLIC WORKS CITY ENGINEER 4 PA17-0626-COSTCO GAS STATION EXPANSIONOF 7 SHEETS Date Completed ROAD; O.2 MILES NORTH ON MORAGA ROAD TO Sj, �`� 7 P THE TEMECULA UNION SCHOOL, 1 FOOT EAST OF qTF civl� o�� TM 3334-PARCELS A&D-L.L.A. NO. PA 99-0424 THE FLAGPOLE. OF CA�-�� R.C.E. No. 75822 Expires: 06-30-2018 R.C.E. No. CL 44223 .,P NOTEs 2 REMOVALNOTES F-11 REMOVE EXISTING ASPHALT AND BASE 8 REMOVE EXISTING STRIPING BY SANDBLASTING OR GRINDING REMOVE EXISTING CURB 2 ........ . ...... F4� REMOVE EXISTING CONTROLLER ENCLOSURE 7 REMOVE/RELOCATE EXISTING LIGHT POLE CLEAR AND GRUB EXISTING VEGETATION .......... IPROTECT IN PLACE EXISTING FIRE HYDRANT ...... F81 REMOVE EXISTING GLITTER IEXISTING FUEL ISLAND TO REMAIN. PROTECT IN PLACE 41, F1 O� REMOVE EXISTING CONCRETE ............. EL SLAB SECTIONS AROUND FUEL ISLANDS LIMIT ORK IIF121 EXISTING CURB TO REMAIN 12 I ..................... .......................................... GN IF15� PROTECT EXISTING UTILITY IN PLACE IFl-71 EXISTING TRANSFORMER TO REMAIN LIMIT OF WORK 2 178 EXISTING STORM DRAIN TO BE REMOVED 22 ELECTRICAL FEED TO BE RELOCATED PER ELECTRICAL PLANS 2 7 EX GAS STATIO IN III0 REMOVE EXISTING OIL WATER SEPARATOR F2� II5] 13 3 ENCH DRAIN 3 I9 Ex. EMERGENCY SHUT-OFF SWITCH AND BOLLARDS TO IREMAIN. PROTECT IN PLACE. F231 EXISTING TREES TO BE REMOVED/RELOCATED PER LANDSCAPE I2 6 9 PLANS EXISTING STRIPING TO BE REMOVED PER ARCHITECT PLANS 9 14 100, IEXISTING EASEMENT NOTES LIMIT F/No t A T TO RANCHO CALIFORNIA WATER IIIIDISTRICT GTE TELEPHONE EASEMENT 6 SIDEWALK LANDSCAPE EASEMENT TO CITY OF TEMECULA 19 I1000' lSTORM DRAIN EASEMENT TO CITY OF TEMECULA Ile TRAFFIC SIGNAL EASEMENT TO CITY OF TEMECULA 01 LOT LIKE, ..........0000/� 22 II-,e LIMIT OF WORK 16 ILJ V) 19 .......... 0 2 0 00", ck:: 18 16 F10 .........3 0 ............-----------000, ...................... V) .00, 0 L6 1000, 6.0000,1001, z 00, 000, — —-- ——— V) 1000,"I,010,0", LLA NO. 99-0424 LIMIT OF WORK/I 100, LLA NO.99-0424 I ..........II8 ........V� ----------------- ....................... ............. ............. ----<.......... ...................I............ ............................... ..........II -C C 2 ILr 0C I7 0C C� ................ ..........I........J I ..............1111111111,��........................ Cr ... ............ 20' O' 1 O' 20' a z IIcc cc ............. SCALE: 1 20' I . I ........ CC C,L -0726 D18 IIBUILDING ANP SAFETY IFOR C REWEWED I CE WITH TITLE 24 SS N DISABLED Aq, CESSIBILITY y C_: APPROVED BY. Cz ffAME CONSTRJCMON RE-COW DATE BY ACCI D DATEI BENCH MAW DESMED BY DRAWN BY CHECKED BY c)FESS/ CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS < 7/20/18 ADDITION OF FUEL TANKS & PIPING T-30-81 EL= 1083.725 < Recommended By Date-Contractor 2-1/2 BRASS DISK IN CONC. FLAGPOLE BASE. Horizontal 0C FROM THE INTERSECTION OF FRONT STREET AND !Q h,ese Plans Were Prepared Under the Supervision of: A' 3 Ir RANCHO CALIFORNIA ROAD 1.0 MILES NORTHEAST Accepted By Date: C� Inspector ON RANCHO CALIFORNIA ROAD TO THE INTE 9, Z1. t� "TRI ANN=&JIF R C 753 Date: PA CK THOMA'-P"�./SEC11ON OF RANCHO CALIFORNIA AND MORAGA Vertical BRYAN D. SMITH DIRECTOR OF PUBLIC ,�IORKS/CITY ENGINEER PAI 7-0626-COSTCO GAS STATIO'NEXPANSION 46 Date Completed IROAD; 0.2 MILES NORTH ON MORAGA ROAD TO C10- TIVI 3334-PARCELS A& D-L.L.A. NO. PA 99-0424 d TEMECULA UNION SCHOOL; 1 FOOT EAST OF 44223 TH FLAGPOLE. OF' CPV R.C.E. N o. 75822 Expires: 06-30-2020 R.C.E. N o. REMOVAL PLAN CM I ... ..........II(1 059.70TC)(1 059.22FS) MATCH' EX,I(1059.21 FG I1059.OFL 7 l(1059.36FG) IMATCH EX. 105-)1058.70TG 4 M 0(1060. 9FSJ 1056.701E 1 C23 3:1 61"' 6 MATCH EX._0% ,,i­MA I U H LX.',,, I3 . ......... ....... (10,60.66 I �,AATC H II(105938r-W 69.4517Sii,t MAT fl, 60. 317S)1059.15 f,059.50FG) .. ....... 1059.15FS i_FS 4[VIA I UN LA. Ao�MATCH EX. MATCH E 059.44FG) 1059.45F 1059.1 FL 23 MAI L;N LA. . .......M EX 1059.29FS 1059.31 FS ...... 106 .71 ITS 059.38FF 1059.38FF MATCH EX MATCH .......(1059.I14 j 05 C 1060.5, TCH EX.L �Oultll ... .........1061.40FS MAT�059.08 41 -059-1!- Tr%f'MATC ,,,,MA H I X.E 3 (1 059.68FG MATCH EX. C� 1 06-"- TTIC.-I 106 LE�Zn II4.3% (1 059.63FG) I (1, 52F 8 MATCH EX EMATCH EX. MATCH 0 7-� I (1060.8 1 0'59'/1,5fC 15 If) ",JMATCH X. 2 N\� 1058.79TC 10 I50.86FS" 059.86FS) MATCH EX.!26TC' /' 0.67. 105 .31tC 1059.,35TC 1059.2'3TC-i 1059 S 1058.89FS 1 Ubd.76FS 1058.79 FS 1058.86r FS,r 1058.73Fq FX� TF�N'SF02ERN \ (1 060.26F�j)1 CL5q.-­5 5FS 1058.6 X.5.5" CU B 5.5 CURB MATC 1059.15IC CURB 0" CURB "I��ONq SLAB . . ...-1 58PAD) ll(1060.,4 I061.62TC(058.92FG) "I 06 r-A �11 2 FS MATCH EX. l4 DETAIL CONTROLLER ENCLOSURE ROOM 9 1 057 'Fos SCALE: 1"=5' G 8 000, 6,61.18T 060.75FS)(L8) 14 1059-105 Q;uc JV5 I ...........I10 .0 9 T MATCH E ll1061.411C­%105 .75 C 5.401 )TI X.CONSTRUCTION NOTES 1058.29,FS(D 0 6" CURB PER DETAIL 'B' ON SHEET 5 III1060.91 FS)1 io.F GLJ PER DETAIL 'A' ON SHEET 5 I058.4ATC 1 58.79L 10 9.95TI 1 060.AC PAVING AND BASE PER DETAIL V ON SHEET 5. 4- AC OVER 6" LOT LINE 5 VIT&VE'CLASS If BASE FOR LIGHT-DUTY PAVEMENT AND 6.5" AC OVER 6.5" 4 A^V AC OVER 12- CLASS 11 BASE CLASS 11 BASE (OPTION 1) OR 5 �'5 4 5Y7 ELL,15 401E,10(OPTION 2) FOR HEAVY-DUTY PAVEMENT 1n6O Cb .56Ft 2 6 U .40 I_059.,-1 OLIP 056 io.gb�rc..............8""TEE 1061.CONCRETE SLAB PER ARCHITECTURAL PLANS 19 03TC 3' RIBBON GUTTER PER DETAIL 'C' ON SHEET 5 I 0 I�7.7 'I V54\�061E\`- 9 1060 5T--)(10 055.061E F 105&,56TC,EXISTING STORM DRAIN TO REMAIN, PROTECT IN PLACE MATCIK+\, 4 IlSTORM DRAIN CLEANOUT PER RSD SC-07, RIM TO READ "STORM Ill 058.66 1 058.013TC '1057.,WS ,010 l-1 D'l or, (tjrKUU It Z)IJ DRAIN" 1'058"06 I@1 057.07F lu (MAT- EX I E ---------77 79 4" PVC STORM DRAIN. SLOPE AT 2.0% MIN. 1,05 8 "TE 1 sn 1 ppi 105 57FS) 4UP"7 6 13' -A 1 VU8.12,nj5 - 58.62T C 8 x 6 ECCENTRIC REDUCER 1-053.401E, 04 1060 1 2'Ll F_ i�-3�FL,FUEL DISPENSER ISLAND & APPURTENANCES PER ARCHITECTURAL 13 PLANS 2 1057.23TC ls�CONTRACTOR TO POTHOLE AND VERIFY EXISTING UTILITY ELEVATION, 2' 1060.4-2 I C 1 o58.80FS�7=7= I:1 057.9()TC....... 1056.94TO LO�5 3.9 0 038.3 IIF 1053 44tE 1 0 57.84M 1060.1 OFS 14 DEPTH AND LOCATION PRIOR TO STARTING CONSTRUCTION .73FS)@ CONNECT TO EXISTING PRIVATE STORM DRAIN 57.40FS 1053.40FF1 060.60TC 15 01 D19'H' ON SHEET 5 ER PER DETAIL 110 1011, 0 1058.78TC 1 0�7.0417S,057.54TC l59.23TC PRE-CAST CATCH BASIN PER DETAIL 'F' ON SHEET 5 I '.44TC", 1 58 1 3 .28FS) -58.73FS) 19 1059.45FS 10 6.94FS 21 MAILAI t.A.CTRICAL PLANS MATCH EX. PRIVATE STORM DRAIN IMPROVEMENT DATA TABLE PARCEL D CURB OPENING DEPRESSION PER DETAIL 'E' ON SHEET 5 ............. No. LENGTH DIRECTION/DELTA TRENCH RE -Y OF TEMECULA STANDARD DWG. LLA NO. 99-0424-SURFAC,ING PER C11 NO. 407 101.41' N56*4,3'22"E 8" PVC, S 0.50% SEPARATOR PER DETAIL T ON SHEET 5 IPARCEL SAWCUT AND REMOVE EXISTING HARDSCAPE. GRIND AND OVERLAY 3' 1,056.3,2TG 66.24' N56*4322"E 8 PVC, S 1.00%AT SAWCUT LINE (TYPICAL) PER DETAIL V ON SHEET 5 LLA NO. 99-0424--_111111111111111 13.08' N56*43'22"E 8" PVC, S 1.00% "f 053.021E '8IN, ..................0 CONTROLLER ENCLOSURE ROOM. SEE BLOW-UP DETAIL THIS SHEET 1Z" UT) ........... 21.33' N56'43'22"E 6" PVC, S 1.00% R. SLOPE GUTTER 2% MIN. TOWARD ASPHALT PAVEMENT 125.85' N61*4638"W 6 PVC, S 1.00% @ INSTALL NEW SHUT OFF VALVE IMMEDIATELY DOWNSTREAM OF l7.91' N33*1 6'38"W 6 PVC, S 0.50% OIL/WATER SEPARATOR. 6 INCH BALL VALVE IN C.I. VALVE BOX I51.67' N33'I 6'38"W 6 PVC, S 0.72%FLUSH WITH GRADE. VALVE TO BE EQUIPPED WITH WHEEL/KEY FOR EASY OPEN-SHUT OPERATION. VALVE BOX SHALL HAVE HINGED EASY OPEN LID. BOX AND LID TO BE H-20 RATED. 17.20' N 1 1*43'22"E PVC, S 2.00% Lr 9.91' N39*34'1 1"E 6" PVC, S 2.00% D AT 1.0% MIN. 0C 9x9" ATRIUM GRATE NDS #981 OR APPROVED EQUAL 0C .30.28' N61*4629W 6 PVC, S 1.00% I25.70' N11 *43'22"E 611 PVC, S 3.1 0% EXISTING EASEMENT NOTES T TO RANCHO CALIFORNIA WATER IL I60.19' N28*1336"E 6 PVC, S 3.1 0% DISTRICT-z\ GTE TELEPHONE EASEMENT cc a 2.24' N 1 6*46'34"W 6 PVC, S 3.1 0% cc ------ ........ITRAFFIC SIGNAL EASEMENT TO CITY OF TEMECULA ...........T TO CITY OF TEMECULA ISIDEWALK & LANDSCAPE EASEMENT TO CITY OF TEMECULA LD 1 8-0726 20' O' 1 O' 20' BUILDING AND SAFETY REVIEWED FOR CO IAN E WITH 77 TLE 24 9 DISABLED A S A C SI TY O;L Y SCALE: 1 20' APPROVED BY- NAME CONSTR)OTM FECOM DATE BY FEVL9M ACC'D DATE BENCH MAW M"ED BY DRAWN BY CHECKED BY/V CITY OF TEMECULA DEPARTMENT OF= PUBLIC WORKS < ADDITION OF FUEL TANKS & PIPING T-30-81 EL= 1083.725 Recommended By. ? Date: 0- Contractor 0C 2-1/2 BRASS DISK IN CONC. FLAGPOLE BASE. Horizontal (�) - - U C FROM THE INTERSECTION OF FRONT STREET AND -A -7- ThpseP1`d­11_0_)WzIe Prepared Under the Supervision of-QZ_ rn C b 4 RANCHO CALIFORNIA ROAD 1.0 MILES NORTHEAST Inspector Accepted By.FG 1059.75FG ATCR' EX.ON RANCHO CALIFORNIA ROAD TO THE INTER- Date: /9 PA,TRICK THOMk, P±. Date: SECTION OF RANCHO CALIFORNIA AND MORAGA Vertical BRYAN D. SMITH WORKS/CITY ENGINEER PA17-0626-COSTCO GAS STATION EXPANSION EETS Date Completed ROAD; 0.2 MILES NORTH TO clvl�_ TM 3334-PARCELS A&D-L.L.A. NO. PA 99-0424 THE U_ HOOL, 1 FOOT EAST OF 44223 FLAGPOLE. R.C.E. No. 75822 Expires: 06-30-2020 R.C.E. N o. PRECISE GRADING PLAN C- 4 d C&G PER TEMECULA CURB AND GUTTER CURB AND GUTTER, » BEYOND DETAIL A/5 co MIN. 2" DROP TO 1; 1/2 STANDARD DWG 20Q. MODIFY AS SHOWN 2" ,` �. , COBBLE BIO-RETENTION TO BE PLANTED OVERFLOW STRUCTURE CURB OPENING PER AC PAVING j 2" 6„' PER LANDSCAPE ARCHITECT PLANS TOP OF GRATE (TG) DETAIL E/5 6" DEPTH OF 3" - 6" z 6" MIN ., WASHED� o � i - �: » � w .. � . . � ROUNDED, HE PER PLAN j71 1/4 COBBLE - DEPRESS TOP OF » .M 60 00 CURB AND FLOWLINE bw ,. MIN 2 BLOW LIP AT =�~ � OPENING. GUTTER � 4 -6 � .�. � � 2 -6 DEEPENED CURB AND GUTTER I " _. PER DETAIL _.: : .. INLET ELEVATION GIE 24 THICK LAYER OF L A/5 o LOAMY SAND TYPE SOIL FINISHED .GRADE _ CONNECT LINER 24 __ , 3 _... 6 MINIMUM INFILTRATION RATE ELEVATION (FG) TO CURB PER DETAIL G MATCH EX -- Z . �.., �: . /5 IGRIND &� SET LEVEL Uj SAWCUT LINE __; CONTINUOUS SECTION A-A =5"/HOUR, SEE NOTE 6 V A L 4 REBAR .. „ N6" BE O ERL Y MAINTAIN NCH NATIVE SOIL FOR A SUPPORT OF ADJACENT CURB PAVING l . • . MIN. x f r fJP_ .: E / DEEPENED CURB Flr' m 4" DEEP "BIRDSEYE" WASHED p f .� . :m 1 MIN I ) EW AC PAVING PEA GRAVEL CHOKER STONE LAYER k wu8 MIN,,..,NOTES: 7 t, LL r .. DOUBLE LINED IMPERMEABLE LINER ON 1. CURB AND GUTTER PER PER TEMECULA STANDARD DWG 200. MODIFY AS SHOWN �� DEPRESS GUTTER ALL SIDES OF PLANTER. M1RAF1 NT100 1ft NOSE DAWN CUR » CALTRANS CLASS 2 y . 2. FOR CURB AND GUTTER ADJACENT TO FLOW THROUGH PLANTER DEEPEN BOTTOM OF BEND DOWN __ ORE UAL. MIN " 2 AT OPENING, Q 18 OVERLAP AT y OVER 6 (TYP.) PERMEABLE _____ _ CURB 10" AS SHOWN. AND CONTINUE GUTTER INLET _. JOINTS. > 3. ALL CURB AND GUTTER SHALL BE FOUNDED ON COMPACTED SUBGRADE TOP REBAR AT ELEVATION GIE `"' OPENING PLAN VIEW 4" D1A. PERFORATED SUBDRAIN EXISTING PAVEMENT SLOPED 0.5% MIN TO OUTLET EXTEND LINER 6" MIN BELOW BOTTOM SECTION TO REMAIN CURB AND GUTTER Mv. INSTALL CUTOFF WALL AT OUTLET OF ADJACENT GRAVEL LAYER �rA NOT TO SCALE � •� CONSTRUCTION NOTES 1. SCARIFY SUBGRADE BEFORE INSTALLING BIORETENTION AREA AGGREGATE AND BSM. NOTE: TO BE USED AT ALL AC SAWCUT /' EDGE CONDITIONS �+ �± p 2. BSM TO BE LOAMY SAND TYPE SOIL WITH INFILTRATION RATE OF 5 INCH. PER HOUR (MIN). rE CURB OPENING DEPRESSION 3. WETTINGCOMPAC, LOWCH TOLDRY OVIFT OF ERNIGHT NIGHT BEFOREM WITH CPLANTIING.APE LER OR BY LIGHTLY WETTING. IF ri C�7RIND & OVERLAY CURB PER TEMECULA204A 4. DO NOT WORK WITHIN BIORETENTION AREA DURING RAIN OR 'UNDER WET CONDITIONS. NOT TO SCALE 6" STANDARD DWG. 204A. MODIFY 5 NOT i0 SCALE 5. KEEP H 5 EAVY MACHINERY OUTSIDE BIORETENTION AREA LIMITS. AS SHOWN 6. ENGINEERED SOIL MEDIA SHALL BE COMPRISED OF 85% MINERAL COMPONENT AND 15% ORGANIC COMPONENT, BY VOLUME, DRUM MIXED PRIOR TO PLACEMENT. THE MINERAL ~ COMPONENT SHALL BE A CLASS A SANDY LOAM TOPSOIL THAT MEETS THE RANGE SPECIFIED CAST [RON GALVANIZED GRATE. IN TABLE 1. THE ORGANIC COMPONENT SHALL B3E NITROGEN STABILIZED COMPOST, SUCH H-20 RATED, ADA COMPLIANT IN THAT NITROGEN DOES NOT LEACH FROM THE MEDIA. THE CERTIFICATE OF COMPLIANCE �. 'F ALL PAVED AREAS. OPENINGS SHALL BE MADE AVAILABLE TO THE INSPECTOR TO PROVE THE ENGINEERED MIX MEETS THE f J 1/2" MAX MEASURED IN SPECIFICATIONS. w,w . PARALLEL TO DOMINANT DIRECTION TABLE 1: MINERAL COMPONENT RANGE REQUIREMENTS . / OF PEDESTRIAN TRAVEL C� % RANGE COMPONENT 70-80 SAND ,.... _ __..._ �4 BARS CON,. � Q 15-20 SILT TOP AND BOTTOM o 4 � •• `� Lj 5-10 CLAY ~ c C 6 aUj � ,; : IM .. A BIORETENTION PLANTER FTP cn I 5 NOT TO SCALE o- � ®_ BROOKS BOX O 8 e Q¢ APPROVED .EQUAL a NOTES: DEPTH VARIES,"')' 1. FOR CURB ADJACENT TO BIORETENTION PLANTER, DEEPEN BOTTOM OF CURB 10" AS (18" MIN. 1' WIDE CONCRETE 24" CAST IRON ) APRON AROUND CATCH HERRINGBONE SHOWN. BASIN-THICKNESS AND PATTERN FRAME & COVER CONC. PER DETAILS WITH GASKET CURB BELOW, SEE NOTE 1 (GASTIGHT) STANDARD AS REQUIRED RIM. ELEV PER PLAN (AT EXTRA COST) NOT TO SCALE. 6" THICK IN TRAFFIC AREAS 4" THICK IN NON-TRAFFIC AREAS :2432-03 RISER-3" (TYPICAL) EXPANSION JOINT ) 1 1/2" AS-REQ'D 2432-06 RISER-6" 6" GATE VALVE AND SEALANT PER -� 24" SMOOTH TROWELL FINISH 3' ARCHITECT. PLANS. . r. INLET INVERT 1 7 1/2" FUEL SLAB PAVING c� OUTLET INVERTM PER ARCHITECT PLANS 6„ 2„ d ELEV PER PLAN f. 4»HE H PLAN OUTLET W/ 6" PVC 6» �?'•'. . �.'e. g 6„ INLET » » w a o e a o 4 x6 REDUCER CONCRET SANITARY TEE I • BASE & APRON " PIPE SIZE AND OR ELBOW PER co " 8 TYPE PER PLAN. o 658-CME-4500P) LOCAL CODE " 6" AB (TYPICAL). SEE (4) #4 LONGITUDINAL @ 8 O.C. ) ~I w l #3 CROSS BARS @ 32 O.C. CONCRETE (560-C-3250) NOTE 1. TEE/WYE (OR `. . 90° BEND AT END FLOW LINE ELEV. FL) OF LINE) PER PLAN c RIBBON GUTTER ; SECTION X-X: TYPE 1 y OUTLET (PVT) � � JENSEN PRECAST MODEL JP500EE-SO 5 NOT TO SCALE FL MORE THAN 36 BELOW "TT MOTES: NO SCALE SIDE VIEW 1.' CONCRETE OF PORTLAND CEMENT DESIGN (CUT AWAY) AC SURFACE COURSE NOTE 4" INLET TO BE POURED AND VIBRATED TO DEVELOP A 1. CONCRETE APRON TO BE INSTALLED FOR CATCH BASINS IN HARDSCAPE OR PAVEMENT 7'-0„ & OUTLET PIPE MINIMUM OF 3500 PSI AT 28 DAYS AND AND FITTINGS REINFORCED WITH #3 DEFORMED BARS AS PER AREAS ONLY. OMIT IN LANDSCAPE AREAS. STANDARD STRUCTURAL DRAWINGS. STRUCTURAL DRAWINGS FROM MANUFACTURER AVAILABLE UPON ..............._,._ _._u.: w:::::::_: .._.__. .__._.........__----_............. ..__._.._...__._........._._.._......................... REQUEST. _._....__...._.._......__: ---- .w...____ ......,.._�__.._.______..._..___.�.__.._..._r.._1 ..__..__. ................_.. __.........._._.___,_-....._,,,,_....._..,......._____.,..-_........_..i _ ___.___.... . - __ _._ F PRECAST _ _ _ _ CATCH BASIN F t 2. EXCAVATION AT BASE MUST BE TWO FEET �;.`.., � �: ,t f�...r �.,, _._,,� GLASS 2 tj NOT TO SCALE ` ....; ..... t> °` AGGREGATE BASE I :LARGER THAN UNIT SIZE. EXCAVATED BASE MUST BE LEVEL AND COMPACT. SIX INCHES OF COURSE TO 95% 00 ROADBASE OR GRAVEL REC 00 OMMENDED. TRIM LINER TO TOP EDGE OF FLAT BAR. 3. A MAXIMUM OF 24" GR-22 GRADE RING SILICONE SEAL TOP EDGE OF FIAT BAR. TOP OF ( RECOMMENDED. GREATER REQUIREMENTS L I LINER TO BE 3 BELOW SOIL LEVEL SHOULD INVOLVE AN INCREASE IN THE HEIGHT �.L J OF THE RISER SECTION TO FACILITATE SCARIFY AND RECOMPACT INSPECTION AND CLEANING. SUBGRADE PER GEOTECH 2" x 1 4" HIT ANCHOR (COVERS VIEW ) 4. ALL ACCESS LIDS IN TRAFFIC ARES TO BE o REPORT � � :. / COVERS & RISERS REMOVED 0 AC CLASS 2 AB 12" Q.C. H-20 RATED. N PAVEMENT TYPE (INCHES) (INCHES) 1 f 8" MIN ALUMINUM FLAT 5. LIQUID CAPACITY: 500 GALLONS. a LIGHT-DUTY 4.0 6.0 ti BAR, 2" WIDTH o HEAVY DUTY OPTA 6.5 6.0 OPT.2 5.0 _ 12.0 i O IL V1/AT E R SEPARATOR NOTES: HDPE a 1. CONTRACTOR TO CHOOSE ONE OF THE OPTIONS FOR HEAVY DUTY PAVEMENT LINER 5 NOT TO SCALE , 2. PAVEMENT TO BE INSTALLED WITH TWO (2) LIFTS OF AC N 3. SEAL COAT SHALL BE POLYMER SLURRY SEAL "SUPER DRIVE TUFF AND SHALL BE N Q LD18-0726 APPLIED PER MANUFACTURER'S INSTRUCTIONS.. 0 a. TYPICAL AG PAVING � LINER CONNECTION BUILDING AND SAFETY REVIEWED FOR COMPLIAN WITH TITLE 24 5 NOT TO SCALE � NOT TO .SCALE DISABLED AC ESS A AC ESS/BfLITY ON Y o APPROVED BYNAME VkTT- E :. .. CONSTRILICTM RECM DATE BY M ACC'D DATE BENCH MAW ESS/1 DESIK�IED BY DRAWN BY CHECKED BY T-30-81 EL= 1083.725 O '`�� C1' OFTEMECULADEPARTMENT � Contractor <c, D. Recommended By:, Date: �}F PUBLIC WORKS - -�--- 2-1/2 BRASS DISK IN CONC. FLAGPOLE BASE. Horizontal �,� Q� S F2 _. �l/ 00 FROM THE INTERSECTION OF FRONT STREET AND These Plans Were Prepared Under the Superv�s�on of. cc C� tZTi y pf TEyEC RANCHO CALiFORNIA ROAD 1.0 MILES NORTHEAST m = m Inspector Accepted B . �� �, Ct*l� 5 � � � P Y' - Date. � -�-� �� �- ON RANCHO CALIFORNIA ROAD TO THE ENTER- C 75822 .��Y/Y/7/ N SECTION OF RANCHO CALIFORNIA AND MORAGA Vertical * _ _ Date.- PA CK THOMAS, .E. �.�. iGl��/ EXP. 06 30 18 BRYAN D. SMITH DIRECTOR OF P S _ _ Date Completed ROAD; 0.2 MILES NORTH ON MORAGA ROAD Tfl S PUBLIC WORKS/CITY ENGINEER PA17 0626 COSTCO GAS STATION EXPANSION OF 7 P ctv1L t SHEETS THE TEMECULA UNION SCHOOL; 1 FOOT EAST OF 9T 0 TM 3334-PARCELS A& D-L.L.A. NO. PA 99-0424 0 THE FLAGPOLE. F QF L\F a CR 75822 06-30-2018 R.C.E. No• 44223 � R.C.E. No. Expires: DETAILS C- �- CONST. NOTE QTY EROSION AND SEDIMENT CONTROL SYMBOL ....... 4 EA STORM DRAIN INLET PROTECTION PER SE-10 TYPE III 1,700 LF WEIGHTED FIBER ROLL PER SE-5 FR STREET SWEEPING AND AREAS VACUUMING PER SE-7 L�Lv 1 EA CONSTRUCTION ENTRANCE @ FLOW DIRECTION NOTE: 7 CONTRACTOR TO MARK ON THIS PLAN THE FINAL LOCATION OF WM BMPS INCLUDING CSM, CWM, MS, SS, ETC. NZ .......... /11 A � OW S SV r/A(c �OS141 04S 14C :'o .......... .............. .......... ................. ----------- loo ........... z U, 10,11 '000, > ........... ............. =4 ........... .............. .......... FR FR FR FR - 2 FR FR FR FR ................. V > 0............... .......................................... ............. ................. ............................................ ................... .................. ............. .................................. ............ .......... ............. ................ ................ 0C Lr 0C CN 0C 20' 0' 10' 20' 0C 0C SCALE: 1 20' C� L D 18-0726 z ........... ......... ... .......... .............. ................ ....................... .................... BUILDING AND SAFETY .............................. ................. ........................... ............ REVIEWED FOR COMPLIANC WITH TITLE 24 ......... DISABLE�'�c SS AND FC) SSIBILITY S" )A A PPROVED Y� B D TE NAME of OONSTRWMON FECM DATE BY REW61M ACCD DATE BENCH MARK DE"ED BY DRAWN BY CHECKED BY FES S10Aj CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS < 7/20/18 ADDITION OF FUEL TANKS & PIPING T-30-81 EL= 1083.725 Recommended BY. Date: Contractor 2-1/2 BRASS DISK IN CONC. FLAGPOLE BASE. Horizontal 0C -,,-These FROM THE INTERSECTION OF FRONT STREET AND 6 "I i�z Plans Were Prepared Under the Supervision of.AD 1 M B Y. Date: C� Inspector .0 MILES NORTHEAST Accepted ON RANCHO CALIFORNIA ROAD TO THE INTER— Date: PATRICK THOMAS, P.E. r SEC11ON OF RANCHO CALIFORNIA AND MORAGA Vertical 0- 0 BRYAN D. SMITH WORKS/CITY ENGINEER PA1 7-0626-COSTCO GAS STATION EXPANSION ROAD; 0.2 MILES NORTH ON MORAGA ROAD TO TIVI 3334-PARCELS A&D-L.L.A. NO. PA 99-0424 C(� 1,700 LF WE 04 Date Completed CIV THE TEMECULA UNION SCHOOL; I FOOT EAST OF 44223 THE FLAGPOLE. < OF' R.C.E. N o. 75822 Expires: 06-30-2020 R.C.E. No. - EROSION & SEDIMENT CONTROL PLAN C- 6 z CRUSHED AGGREGATE GREATER THAN 3" BURLAP SACKS TO BUT SMALLER THAN 6" OVERLAP ONTO CURB CORRUGATED STEEL PANELS ORIGINAL RUNOFF ,CURB f GRADE RUNOFF SPILLWAY GUTTER FIBER FABRIC SECTION A—A CORRUGATED STEEL PANELS GRAVEL FILLED SANDBAGS ¢ A A STACKED TIGHTLY NOTES: o 1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING o STREET SEGMENTS, WHERE WATER CAN POND AND ALLOW a _z SEDIMENT TO SEPARATE FROM RUNOFF. 2. SANDBAGS OF EITHER BURLAP OR WOVEN 'GEOTEXTILE' FABRIC, ARE FILLED WITH GRAVEL, LAYERED AND -PACKED TIGHTLY. 3. LEAVE A ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A c� SPILLWAY FOR OVERFLOW. 4. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM Ln 24' MIN EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE w 50' MIN TRAVELED WAY IMMEDIATELY. DETAIL: GRAVEL BAG CHEVRONS NOT TO SCALE DETAIL: STABILIZED CONSTRUCTION ENTRANCE/ EXIT NOT TO SCALE 2' 2' DIRECTION DIRECTION WEIGHTED FIBER ROLL OF FLOW OF FLOW (AMERICAN FIBER ROLLS .= -'� — OR APPROVED EQUAL) 8" MIN. SLOPE GRAVEL BAGS VARIES ROW 2 & 3 — 1 WIDE zi INLET OPENING: NOTE: 1 GRAVEL BAG HIGH —ALL PROVISIONS OF BMP DETAIL NOTE: 2 GRAVEL BAGS WIDE 5E-10 TYPE III SHALL BE APPLIED DETAIL: WEIGHTED FIBER ROLL 1) CONTROL SITE RUNOFF OVER PAVED SURFACES BY 2, 29 NOT TO SCALE USING WEIGHTED FIBER ROLLS (FIBER ROLL WITH 001 GRAVEL AND/OR ORGANIC MULCH INSIDE) FIT THE ROLL TIGHTLY AGAINST THE PAVEMENT AND ANY CONCRETE OR EDGE, TO PREVENT GAPS. CURB DIRECTION DIRECTION OF FLOW OF FLOW a a GRAVEL BAGS ROW2 & 3 — 1 WIDE INLET OPENING: 2 GRAVEL BAGS WIDE co 1 GRAVEL BAG HIGH 0 N DETAIL: STORM DRAIN INLET PROTECTION PER SE-10 TYPE II[ n NOT TO SCALE 0 w C 0 O a co co 10 N W LD18 0726 S Z O BUILDING AND SAFETY REVIEWED FOR COMPLIANCE ITH TITLE 24 Cn DISABLED JAC�C� SS AND CLS IBIOTY ONLY `� APPROVED B3: NAME ATE z n 4 DATE BY GONSTRt�TII RECORD RIE�JISIONS Acc D D]THE BENCH MIAI�K DESIC�IED BY DRAWN BY CHECKED BY pFESS/p Cl' OF TEMECULA NC ' DEPARTMENT OF PUBLIC WORKS T-30-81 EL= 1083.725 w� D D . �� Recommended By: m � Date: Contractor Horizontal S' F2 IN co 2-1/2 BRASS DISK IN CONC. FLAGPOLE BASE. ��" �Q' �i C These Plans Were Prepared Under the Supervision of: o FROM THE INTERSECTION OF FRONT STREET AND Z P aF T�W� RANCHO CALIFORNIA ROAD 1.0 MILES NORTHEAST °� S m G�� °< CaSs "' Inspector Accepted BY Date. —9s s�awi N p ON RANCHO CALIFORNIA ROAD TO THE INTER- C 75822 Date: •� SECTION OF RANCHO CALIFORNIA AND MORAGA Vertical 70t _ �r PA CK THOMAS, P.E. EXP. 06 30 18 BRYAN D. SMITH DIRECTOR OF PUBLIC WORKS/CITY ENGINEER �� PA17-0626-COSTCO GAS STATION EXPANSION OF 7 SHEETS ROAD, 0.2 MILES NORTH ON MORAGA ROAD TO S'� �Q TM 4-PAR - o Date Completed q clvt� r' 333 PARCELS A&©-L.L.A. NO. PA 99 0424 THE TEMECULA UNION SCHOOL, 1 FOOT EAST OF TF \Fps 44223 Q c ` �+ FLAGPOLE. OF CRL R.C.E. No. 75822 Ex ires: 06-30-2018 R.C.E. N0' "�" EROSION & SEDIMENT CONTROL DETAILS a