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HomeMy WebLinkAbout524-D i HAr1IRW 999 c1N1sN 60,40- _ 0°I O t M r1• {{ h PLACE TILL !N UNIFORM v N /N EL• '` 6"LAYS S- KEEP F L L w � R / o ` N N Z \ J AT SAME ELEI/AT/O/V ON BOTH SIDE O C9 ; q ^� f/N/SH GRADE ._GRANUTAQm.4r,2/AL .. ;••;. .1. MIN • TAMPED FIL L "'J •4t EXIST. GfADEI ON � OF P/PE IY 9• MIA1 ,., P/ E R�# to TER/At PIPE GRANULAR Q MA 12 p TAMo � F/LL SECTION A ;- , NO TE: P/PFS s�/AlG S ` C TI o N 8 � 1 y BE SI TUM/NOUS COATED AND PAVED 0,& ,480117r N.T.X. ANO F/L L THE CORRUGAT/aNS ` /N TyE FLOW LINE. { * M I 1-41 le Game 'ZIAIr 12601 V fIN1SH GR,40f ?A: );2-c.p N —� ° . : «•• ., �, � EX/ST. �6 RCP. WSEE SEC. B' • 70 _ i O I ft 747.40 ± v��a- . • � 225 LF - ��",e.c-P 0 J69 LF -3�''�e.cP _ . _ '�. � '— '= a rT �► �+ _ : J _ - G6 ELEv ; • r I j 1A 2 N I 4.5 L.F- -24 R.C.P. E C _ f « � sE s c. 'a , s SCA ��• �0 /y�R�2: 3Z3 L F- 36 ,p.c.P. 54LF 3� I{.CR . DETAIL 8 / =4 VERT. , , 1500 v BEDDING" PER- SEC /O%V .4 _ L BEDDavG fR s -- �.,�.� DETAIL D . �B� x �e � cLAss IE N.T s. TR. BDRY 4)M _ '� = — CONSrR-uCT CLEANour PER CURVE DATA EX/JT M.H. JTA. 34f00A. _ _ .. /Nv. El.=/244.07_._ _ 1 O �( �1 DEP. ,STD. NO�/QUB C W/TNY ROAD LI " 3B�Z/ 29 \ Q 34 111 J ✓ # M 1 r ,OPEN/N6 AJ PER DETA/L aj mckraN – > - - SEE DETA/L A ON L EFT ��� / �- 4 T =31- 30, 'z S7d. 33�r 48/S A CONSTRUCT CD,VC. 1V1�QN'f/DLE ALLEXISTING TREES ARE EUCALYPTUS EXCEPT AS NOTED EASEMENT TO THL COUNTY a �tAcE. r ____�__. ,��E pETA/L TD BE RE MOvE O - y�A k 1 OF SAN BERNAt2DIN0 F101? -v REMOVE Rar I= N ,-• "� N C RAIU LINK FENCE. s W STORM DRAIN PL.7RPOSE�a - i \ `� a z = a N = Q• _ 3 ; coN aQ N 1[J yfl a a Q� � �� _ad � C7RC1/1 AR OLD N m N `� ,YS N I� m cv N �0 -N Q ° t� l f i A1� dp• TIES A=•30 #4 012-0-c. rJA V 3 = 45.50 FL-OV V v .= 2-WOODEN GATS 33 i EL" R -• 44.07 CO W000 POST W tits ME.S1-! PENCE i S IA Dc! ,%, P W a N,� Z a �.B. sr,*. 33 t D9 .6o , . , , 3 k 56.99 T.c. G' D TNS s�5 4 oL �- CONSTRUCT CATCH BASIN TYPE A C I I B^CF •o 4 0 ,, 3 .� pow Rpu ` Y Z p� p� X D p PER SAN BERNARD/NO COUNTY I a, / O y ti-fa 0 p ] ROAD DEP. STD. NO. 206 E�/I RAIp1N p 3 3 N]1 9 �`� K X=7:0" V s S.S' AV/TN LOCAL f-Zv /: ESS �,' pR �D D p pEPRESS/GN PER ,rrD. ,vO. ao3 `? r �co k_1Art04 RW� z 'C' 55.s9T.C.• p O N A J V M I �0 C K z — CO. Fro. JV10-00 I � i c• � � v, 36 0 •o \ Q v 3 E06E Of'E,Y/ST f��IYE�YJEW s N PL-AIV 1 SG-03T-C. �--rL /Z••cF �?� 0tu ? ZEX/,ST fo'l'��RC P OV Q 4fOr.69 W 2 1V 1 CONSTRUCT CGEANOlIT DeTA I L 4 9A x m strRm s' , 8.58 AER SAN BERNARDlNO COUNTY ?DAO DEP. n N.7.S. s SrO. MO. 209 i/ ETAI L '�j i ON 7WI sf/EE r FOR 0,f0 X/LE _ 245+57. Oil ¢` /NT. � - S 0RA4 ORA/N STA. • T 3 TURNER AVENUE 3 3 � — PREPARED BY' FIELD BOOK REF COUNTY OF SAN BERNARDINO IMPFZO`/�MENT PLAN W.0. N0. v ' REY�S/ON O� p,.�^ 5, �- TYp� 2?,� ROAD DEPARTMENT 047 FEN LAS TUNAS 'DR. 2 RE✓/S/DA/ STOC�A70�.d/�/CON.t/EGT/0,V ACT NO- 881S Roao No. ADDED SNEETND. 9 DESIGNEDBY DRAWN BY ICHECKEDBY APPROVED BY �� .• SAN GABRIEL, CALIF. rn ,n , PH. 213 286-3175 SUBMTD.BY Q �,. /�f C.D.E FILE NO. 6x6- /Ox/O W/Rf MESH� -�r! • COwc 6" r`fticK - . . . ASST. COUNTY ENC.-ROADS DATE �0• q �• RECOMMENDED/AP PROVED BY S TO R M D OA iw ,R D y c__.. E- _r C. GARFIVE:NT-E F R c E E�E6q t o-?G-76 CO / Y C - E TE ` /TC" .- ENG. DATE COUNTY ENGINEER DATE SHEET 8 OF 9 i MARK REVISIONS APPR T ASST. ROAD COMM i t� CONSTRUCTION SPECIFICATIONS ` JUNCTION STRtfCTURE 1. f'c shall equal 3000 psi at 28 days. 2. Reinforcing steel shall have 2" minimum clearance unless otherwise shown. 3. Floor of structure shall be troweled to springing line. 4. Junction structure shall be poured in one continuous operation, except that the contractor shall have the option of placing at the springing line a construction joint with a longitudinal keyway. - 5. The length of the structure may be increased at the option of the contractor to meet pipe ends, using D bars in extended portion, of same diameter and spacing as specified in plan. s MANFIOLE 1. Pc shall equal 3000 psi at 28 days unless noted otherwise. 2. Reinforcing steel shall have 1-1/2" minimum clearance unless otherwise shown. 3. Floor of manhole shall be steel troweled to springing line. 4. Tie bars shall be #3, and spaced 18" an centers or closer. ' S. Body of manhole including spur shall be poured in one continuous operation except that the contractor shall have the option of placing at the springing line a construction joint with a longitudinal keyway. �1 6. Length of the manhole may be increased by the contractor to meet pipe ends, but sT14W'a-9.P�to6 any change in location of spur must be approved by the supervising engineer. '-r►.rret it .6,��e s"',yi�,y MGs! jf E�-ps 6"'1 7. Steps s shall be 5/8„ � dA�s p galvanized steel and no more than 15" apart. S. All joints shall be filled with 1 - 2 mortar and neatly pointed or wiped of inside the \ � shaft. r 'rs F.eC+,►,Ps .�"'o c' C�,r,p��,� • 9. Eccentric shaft, reducers, and rings may be plain concrete with a minimum thickness SIT��s ���crs9it of 6 inches, Vc shall equal 3500 psi or greater at 28 days. 00, �'0V 10. Portion of existing 66" RCP where manhole is to be build shall be removed by chipping with a pneumatic tool, the chipped area shall then be washed with water to remove all Tit- d•9,C N ,'; ~ I loose material and concrete dust. t� 11. Round edges to 3" radius. .0% _ tl �?/' .`�'ar6�S•ILR3; 3'''D.G! TIE s.4,�,5 t , or d.9,e.5 SECT/i0A1 ^f-/V- O Or 1 + F4 I /1♦ , i o I 1. rllellq4 r1l tf/;?4r4C r .00�IZ al4e 1*W14i9N11aZj r SECT/O� �9 B i i i f" h ' i sr I . F ' f i PiPEP-�91,PE By.• FIELD BOOK REF COUNTY OF SAN BERNARDINO w o No. 1MR1POYE/YlE/VT / L.9N tif. `Wf�it/LEYCo. �Oa�'� .SN�ET .yp. g ROAD DEPARTMENT ROAD NO. ����► E, �/�S T!/504W DESIGNED AY DRAWN BY CMECKED 9Y APPROVED 6Y f zroo'v FILE N0. SUBMITTED •r _ cot ASST COUNTY E NGR-ROADS =ATE 57 Ove -( Z>W,4,,1 V DW .1 VO• 5 2 RECOMMENDED /A►DR v C 8r C EC.' �'�9-�P E•P •P�'E. &0--972- MARK REVISIONS I APPR I QAT& ASST ROAD COMMISSIONER-EMGs DATE COUNTY ENGMEER pri•€ SHEET ' '9 of