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I I - 1-600- � 1 f - - -`. _- --- - --- I -- ---- -- -�- --- - -. _.-•--.. -- _ . _ _ _ _ - ----- - l l ! ; 1 i f _ -__ __-_ I i i I � 1 # 1 ~_- - I - I - - ' - - - l t I - I -- - -- I ' f i 1 - - - _I I I _ -I __:. 1 1 _t _ I ! t - l 1 ; i 1 } } ! - - 1 : - � II 1 1 i 1 } # 1 - 1 I - _ - - - . - t _ _ _ i -� a%- } I ,-o- _ I - - _ ff 1 1 • = _ "_�- ,f-- _ - �+ �— I - -tt- >- -- _ � - - _+ =t><--- { - - - - -- _ - -# - ? I ,�- _ 1 1 1 ( i - - - f i _ # I # I I f , I I I -1 _l- - - - r - - f f } } + -SEE-GENERAL i - -, - - - + - - - I } } ? I # t- 1- i -#- - - -NOTE- 0. 3 - + } + } I i I , , : - - - - , -" } t # ._ 1 � -- - --- - --I + -II - - - - - - _ .� M + - II_ > �- , I ; i { i t - -- ---- , : ! : 1_ 1 # - - - -- - - 1- 1 - I - SE GE - - - - - - # i E ER�1L NOTE NO 35; # I I - - - - - I . " ON TRU -T-- - _- - - X16:98-L1`O -60 C _ :1-60 - - - - - - - F 't - t - D t I -t ? # I } 1 _rte -I - - > - - _ - - - - - - N— -SEE-=_GENERAL - - - - - - - __I CONS _ UCI i _7_._ - : ---- > - _ - - - _NOTE -NO. --35_ o— 1 # - - �i - - - - - - - - - - _1.. - _060 RCP -9.600-D I ! -- - - > I _ ; i f — 1 _ _ i i I - ^ Q�oo -5- CFS +_ - - =Vwx J -'17.1 -FPS - - 1 f + . . - _ 1 # - # l I - - I _ z - - i T - - - - I - - i - - - o > ! CNS - 0 TRUCT 350.38_ - !�i - - �oo-390_1 _ - - - + - - -OF66 _ _RCP -1350 D . t �� CF -S I - - - - - N _ - N _ - - - _ _ - - - - - - too -33 --- - _ -- Q 2.5 ! V r�uc=. - 2-t6 - i - - I CFS _ - FPS i I ! 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EXISTING ,? z STORM DRAIN w a � d Q � ; a. 2' PROPOSED R/W + N N ; IMPROVEMENTS PER TRACT 16572 13 40 41 W 42 43 44 45 47 z J 48 z 79 1 20 80 �� 00 O IXISTiNG R/W PROPOSED R/W En `f' d.- '- `- EXISTING R/W o En " � C ca �� o o _ _ LOT�F" LOT" LOT�G� 'Q�� cV N 4 Z . .. .. .. c rV Q 29 �, �, • 1 ,;� d' 2Y MIN. _-_----- 2�''� ---- _ ■ S S S S S S S S/ a a v, Iv I-- w ta.� - - . . - - - - - - - - Z W - - - - - - - - - - - - - - ' ---- ---- --- _ ----------- , - - - - - - - - - - - - �! �-L+ * 4 1/2n MIN , AC THICKNESS 30 FUTURE 0.1 OVERLAY az - . - _ __ Y - - �� . �(Y� V .r„„ . . ..1 . . . .�^ WYY . YY V- _ ♦- ^�ti -/� 00 00 0o m oo - - =� -'••Yo opo -o 3 31 � ,.�/'' �Y_-�•,•b _ .-. _ _ _ _ y�� r r 1(v ' - � ' 7- - YY` = �- YY T Y• YYYW 'Y^(� r y . 00 -- -- -- -- - -,,,_ OPOSED 12" T - - - - _N 'Y y l Y -YYr/� YYY1 YY� 1rYY YV,.. !`�YY r %. - - --- -- �" YYYIr �. Y WY -- -- ---- -- -- - - �Q ° z � _ kn V BY OTHERS TYPICAL SECTION SER A 1 43 EXISTING IX• 7 440 a- W R TO BE CO UCTED PRI TO STORM RAIN a 144 < > EXISTIN� . PAVEMENT < i `� II _ � TI=6.5 NTS 11 z II c�� al C co J a z z�o Ni N ( - - �i a: •N o II o EXIST. TELE NE z (UNDERGROUND 1 � Q `c z _ : 1 � . STA. 16+65.40 TO STA. 28+87.04 (TRACT 16572 FRONTAGE) of W o II Z O W Q ¢ V W Uwe ®v = oL; _ N o II � w FUTURE CURB & GUTTER (/ \C nl w % 0 c! v o o �, N "' o m II 20 V V < s C.3 w �,� Z ` `� � FUTURE CURB & GUTTER 'GEOTECHNICAL ENGINEER SHALL MAKE A RECOMENDATION � ter- o,m = N O� x � o rS' _ So +_ p M"p (n I i Q ��,,, Co w + II N Z UPON COMPLETION OF A.C. REMOVAL LSU �{ J 12 12 ° 14 o coo co n o + + d. CONMUCWN NOTES - GGRWIC SCALE N 4- 2 INSTALL 66� RCP (D -LOAD PER PROFILE) 31 /Pt�/J'�U /�/ %/ % if r�/iC� 0 JAL�I!j 40 0 20 40 80 160 �����" ' 3 INSTALL 60" RCP (D -LOAD PER PROFILE) 2 pSIQ L7467 I4 Oil SNeEr ' Mese Record Documents nave bean prepareol 7 INSTALL 36" RCP (D -LOAD PER PROFILE) 2 COWS" PUC LAZINe /O/1 � S'MM 41A76 pL06 © T r T t l� �� M w '01T• based on infonaat�oa iovided b other. Tha Desi n Pwfessionel has not verified the: aoourae g y 11 CONSTRUCT MANHOLE PER A. P W A. STD PLAN 320-1 nEI? VEI-A!L cVN XAV4 S0 d/or completeness of tbi: information'at�d whall 12 CONSTRUCT MANHOLE PER A.P.W.A. STD PLAN 322-1 � �� S. not, be responsible for ony errors or omissionf oP �'�•y h be bet+ein as a INSTALL CMP 20 MO E RISER PER CALTRANS STD PLAN D93C, TYPE B ( DIFl D FOR 60 RISER) �pfES p�yq s AR,� lfi� . 43976 y _ , result �� z . ' CoQ \o 21 CONSTRUCT JUNCTION STRUCTURE PLUG PER DETAIL ON SHEET 1 Q F,p c _. 29 REMOVE IXISTING AC PAVEMENT ,c 976 BASiS OF BEARINGS: p V i 2 0 �¢ s�010,, ,3 uNE TABLE D• T`E - BEARING LENG N:A of 30 CONSTRUCT AC PAVEMENT OVER 12" OF 95% COMPACTED NATIVE SOIL � Exp. 6-30-09 BEARINGS ARE BASED ON THE CENTERLINE OF JUNIPER AVENUE A N29'58 53 E 40.0oFCALIFo��\P • (SEE GENERAL NOTES 36 & 37) �� BEING NORTH 00 01 57 WEST AS SHOWN ON TRACT 16572, RECORDED iN • �B N45 0157 102.95 sT CN�� ���- . ;I 0 CA��� MAP BOOK 304, PAGES 38 44, RECORDS OF SAN BERNARDINO COUNTY. p 0 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN PREPARED FOR: BENCHMARK CITY OF FONTANA BENCHMARK NO. 615 Prepared By: ALLARD ENGINEERING �oFEss /o sae s. H,q , �� '���, F2 CITY OF FONTAN CALIFORNIA ' T.�'R•�►v�l'�1C� �3 - 3•« STORM DRAiN IMPROVEMENT PLAN AD.4 N0011/ $.4 S/il/ /JVLE� Sj�?U�` l��,E 8 _ o zz pg l o /� ag TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH INA CY OF FON Civil En ' eerie - Land S -Land Flannin � 8253 Sierra Ave ue g P��� � o � `_o � _ _ DRAWN BY: JUNIPER AVENUE FROM SCALE: DIAL TWO WORKING DILIGENT MANNER, THE C" ENGINEER MAY 8353 SIERRA AVENUE FONTANA, CA SPIKE IN POWER POLE AT THE CORNER OF CITRUS AVENUE AND Fontana, California 92335 M w No. 43976 m � � 1000 NORTH OF BASELINE AVENUE AS NOTED DESIGNED BY: DATE: BEF-QRE ��• DAYS BEFORE Y ❑ u DIG YGU DIG RE UIRE REVISIONS TO THE PLAfVS TO Q 92335 LOS CEDROS AVENUE (909) 356-1815 Fax (909) 356-1795 Exp. 6/30/05 .*• * � � _ T01900 NORTH NOVEMBER, 2004 T❑LL FREE 1-800-227-2600 BRING THEM INTO CONFORMANCE WITH (909) 350-7644 (Z'I SI - 4 �-9 C V t\_ �� T� CHECKED BY• APP ED DRAWING NO.: A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CONDITIONS AND STANDARDS IN EFFECT ELE1/ATION: 1467.59 David S. Hammer, A.C.E. 43976 Date (expires 6/30/2005) CALF �� OF F ml DATE: Z• / 3614 11 CITY G N E R.C.E. 51152 Filename: M:\dwg\14907\final design\sd\JUNIPER SD 03.DWG