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HomeMy WebLinkAbout1603-4&P e7tPIPE BEDDING 1 TRENCHESEET M0. 1 TUDORWA Y w C e& --A Z A. C.A c o srD, :2 -10 77 av lid cis CASOE X ��` �� N — �, •.► �,• �' 44- REWFORCED CONIC P' E f',V V Tier of ReiddiAt 8 uRhet3r►�lse ROO MI of WC0*it z ;, — ar► w- Q �ot+od Mie Speci�f�o►ianS. — — '.r►w► _.-E bank N tAnIft VA be W `` .• ,,, ` �• ; 1 + cCIO.. greed► AP00 " A to Nr ew so# �' - -` --fir d11�►/ I" '+ � G P.vd �...µ.._..M�r►sde oI. ape eI ttit�/ /11rr — ±',mak_ w...���� errtilod, oto /e be �o,/rror�rd �► lMe f -�• w _D _ I/lei 0' eft -,` tlJtel belowerew 'OwA • • .. N Ply tJlell�' ♦• i/12D for /Nips ' Amow '• 1 h �( * 1 -�'st or a I* gids a0 \ l ler► sdjtt arts IMe� ,.9 /e f \ �I thee► ft'r it as cote A*## 0 IIr J V Arss om /'I lldn► my A # or telha► � �SEWING a ,a. • 3'�. CASE �' SES ING 6 SACr�r ILt *tile (I -fed redia► 1.8) � _ .� I Nim' �r �r" .. '� V �� to) a� � �' Aiil►t Aad' war/ e►t lint 1A�w 1�I�r /off/: 6 ' for /1r+„64' or fto ��' /0.0_3/ 00 (D A� 4 ftoofor , I10 for ppe 6 3 �• A� tAks�►e/e► /2 pian pvor r► 15,Alor 7.di�) SUENO COURT.Kat in dirty/e�►. rhe" dime si�ors �c�dk lila �/�v't' n«s a►/ SAWIAM 0fb)ftore corer /s /O a /epi, Vo fivomwe N me 140 0 M pipe Aw 60 wov /�1�wttfaft dotif rkdw Ift 11161we $Pee~ ol►4M�Irrrr, 80forr vIMle�►errrlre or . � � /ro�cl �►ew+,rs f1/ t /d era dip 1�' A'�P' /!r ,'�h rt I l+'A+�e tovrr►i /t �r�o•er IA'a1! ICi' ''�" • Alre+sw 1 a1 r / M>, t f r�,� a or" or 10 wa f0 for P " %� AIM M air AU !' � N 2 1111► �fpe rod�.D � � '�`' � d►dA*efer" rrrfeis 1M!t ca»Marcf�Nr � IVs otrtl 11'�rsrr ,�►wkird�rt Cier I 1�ed�i�p or -h dos"A'p�> O �... sf/ 9for pipe. Those etl "#MwoM! /me&* Me Aic*'wss of aWj► *U e l M� f . STORM DRAIN CURVE DATALINE � ,� �, � � w t. use Cost Of for It.C.P and A.0 P. Ceso I for vivified day OW plan eancrete pipe wntess ,whltrwrws specNied or 0"" on the "o" *swim r. It/C�T'e..L L I R L T REMARKS OF1:SS/p �Z Seetdinv A shell ctrwposoi of sen+/. 3/1 • meal pr I /2 - inch e:rush of re+e�k . Na S Ngo 4 tMcr�rtr t�,�erti K 1. or �h+e• lr+�r '.�,!'�"�' pro�"'! z5lmm ' Q material es spec ped, unites oR/ter�rise 0'6 �� 4 *► d0.41V �/ ,�� SG• /�.�. �p 9� ara�►ee1 by clot En9w`ntor. Any the iweteriets listed vriftl o gradation no Coors or thin that .BAJO IXILET Sr1FVC7`I!r CA �4PKA C3 . , O M4%P eX No. 3 coatrete aggregate shalt bo uovd 1br pips 27 inches in die'rneter end for reef. and witeri*s W h e �reelarriort wo seeratr than (16 jo o3, ee " .DSU e* 00 /$. t� /.�t.C. Z Ism � Met of 1/2• inch crushed rock shell be vved Iter pipe smaller than 27 inches in diameter. 443• AV�f. OD' !M. elf /a. /dv 6. C. 4 E. C. � O No. 1575 � � •eef din» � shell 1t ceinpose� of Bernet or mer �refnurte• Toter jet • s specified . rnit ss dhor�rri It OPpre"d ft the Ew11t1t or, l.a FULL cv-eXE * ^ G '. •�� stall be eompleted prior to placing balance of bockf ill. J5. .�TCom' '`� '�!. Cer►errr� fie, rrhte �gilt�ef on !fit . 0 �/ • t - t3 Z 1 t or wfi ort p�ttti+r M «+ ttw+ pt ect are�rerin Ss , s�►e 1 DOA42C!-C-20 t�0 /¢0.45' 7/. 4V' �(S, ti E;G' 'FOF CAS contreta poured moll to wall et trench frerw torp orf ReddlnS A to @ mini Muni depth -of 4" wror top « Pip entreto bockfits sholl be used for R.C. P and A. C. P as required on Std- ©wg. `te. 2 -O 213. 0'50'52' BENCH MARK 'leb• Ob oQRQF ESSIpNq� _ Fy PSON01AS ,nandNsstxiates • CITY OF FONTANA CAUFORNIA �k. C mw ads CITY OF FONTANA fIENCH MARK NO. 535 R.R. SPIKE IN PP AT N . E Engirwers Surveyors 114a. of PU 6 L I C WORKS DEPARTMENT Z CORNER OF J'U N I PE R AVE. & 3901 lime Street Riverside, Ca 92501 71 IM7-8431 NO. 53390 J U R U PA AVE. DRAWN BY : * c J. TRACT NO. 13332 - SOUTH PARK SCALE: EXP. 6-30-" AU"�'"""� APPROVED Wf . STORM GRAM iMPRWEMENT PLAN s 4 d � Amt u►. eZow� E�EV. = 1046.4.4 � � .,��. �v>D� � i:�1 DESIGNED BY: �UENO COURT OAT C ��� - iDATE 12/ 73 / A 1 _ ENR. CITY A.T. $$A!$ - Orr FCAl-SFO J. THOM S BA NE RCE Na 137 no. oESCWTM �e 00M AMR. DM 1 N e - d cl•IEcic�o eY: . N . N0. 0mow REGISTRATION EXPIRES 6-30-09 ACAPjtOM: ��rOATt : `3 /� - 89 REVISiONS E- C. Y. P TY N IN . N 5126 1160 _ 4 of I�6 y