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ROADS DATE Cl1CAM0NGA AREA 96 -97 RECOMMENDED/A RO E B U�.� vcLrzJ ��etiGQ/Yy�'(� `/` / �''-•G /-�7�7af MARK REVISIONS APPR DATE ASST. ROAD COMMISSIONER - ENGR. DATE :COUNTY ENGINEER DATE SHEET 2 of 4 MISCELLANEOUS DETAIL Ek SUMMARY SHEET DRAINAGE SUMMARY EARTHWORK Y CULVERT PIPE STRUCTURES INVERT DATA LINEAR FOOT W INLET OUTLET J o li } a N >_ o 7 o o a o 'V' 'Xa f- DESCRIPTION STATION ROTE THE QUANTITY SHOWN WITH (F) x � m z U to 6 Q N FT. FT. TYPE DIST. DIST. 1+ W IS A FINAL PAY QUANTITY FOR W N 0 < W ca a � a: x STATION ELEVATION STATION ELEVATION _ EACH INDIVIDUAL PORTION OF 'T v i° RT OR LT. RT. OR LT. cn WOR K. .r^L. � U v (04.37 CY, (F) 1-130 lb. 70 12,00 A' f;, l_, 1 'L . O 4 CONSTRUCT COWOP-ETE CATCH BASIN LT. 8•rQ 4.33 8+09, 74 0 0.07Y' $'2 "tCl 8+0400 22.50' LT 12-m.8fo 8+70 22.50' R-1: 1ie7t.-2* 11.ISTALL. 28"X 20" COP-RUGATED STEEL PIPE ARCH . B�-�T.00 ^ 9.09C.Y. )1-130Ih 4.53 21 .00 g' I Z-I,, 2 Z C0NISTRUGT CONC12-EB TE CATCH AS5 IIJ RT. 8t G7. 0 6+-5s.50 Yu 0.138" tlof 4141: 6+78.00 2371 'RT, l2-Tt.ZO 10+09,--79 23.11 FEI: 12-70.59 1N5TALL 28" X 20" CORRUGATED STEEL PIPE ARCH. CD 1 0.138" 8+78.00 2•T.13' RT. It-7t.20 10+09.79 27. 13'RT. 1270.59 INSTALL 28" X 20" CORRUGATED STEEL PIPE ARCH. 9t 4♦QO d+ 32.00 (F)a.13CY. )I-3w lb2 CON5TRUCT CONCRETE JUNCTION STRUCTURE RT. 10+ 1 I ,Co2 L V m IO+ IZ.OI 24 18' RT, 1248.07 1 .23 G.00' LT. 12CoT.Cos INSTALL. 40" REINFORCED CANCR.ETE Pl PE 10 16.59 CY 590 lb, <,a 358 , � •� ;_ TOTALS •e•ba'�• 3.. 3m A 4i 41N. CLASS �B CONCRETE A.C. DIKE SUMMARY o o a:. =• Rt G 6 ITEM CU. Y IDS. LOCATION LIN. FT _ T _2e• CURT!) 12ET. & SPANDREL. (F) 3.96 C.Y, 8+8+39 - 8+fo 2 (RT)1 t!6,. d ,••4' • CROSS GuTTER (F) 1.03 c'Y. STA. 8+102-8•+T9 (IZT) 2? o :; a ;vt A • '� • 4• • .o v 4; '" ►' NOTE: PLACE WN-OGALVANIZED C; CU2L3 8� GLITTER F) 3.17 C•Y. STA. 9+25-e+44 RT) 9 MFF ° IRON STEPS IN WALL A {' 2 ( .' n �� I 2 � MAXIMUM OF 15" APART C WALK (F) 2.42 CY TOTAL (-,7 L.F- e/ 4 @ 12' BOTHWAYS SIDE n r + + 1TYP. ALL WALLS) �. STEP DE TA I LoMuDE FACE 4a NOE:RONF EMBEDMENTON OF WALL. TOTAL 10.78C•Y• .° a'.• FLOOR 15 5" ALL j ' l a NO SCALE f Y :a OTHER 15 2`: a t t t� '> n e• .a o •.o a a •o a• r as a :a •a'.°I' 8 Q' =� a00 CLASS A COMCRETE COLLAR :a a . ..g . .d:..e'. + ai 00 12"THICK W LEAST DIMEN510N i43 @ G ° 4G c G'' °p DOWELS SPALL Be 2'CLR. ` OF EXIST 54"R.CP OUTEZ EXIST. JUNCTION I aAMETEIZ :: STRUICTU IZE S ECT I�N D-D ' SCALE: ' =1-O � on N a' •-A�. ,I MOP-TAR In151DE AT 7UNCTTON MORTAR 111 Fr2ANIE C'As/ER SECTIO B-8 _ -2" v• . 0tms Di'ELI=L BAR TO PROVibE SMOOThI 301NT PAVEMENT 5URFACE _ " » C3 I 1 EXt !wR.c_P.OPENING SCALE. 8 1'-O WITH SUPPORT BOLTS't0 CONFORM TO -G 5PEG DETAILOMI,3 5UPPOR.T bOt-75 X 4 ° '�' °'a I111 NOTE.* I) ALL STEEL SHALL BE *4 e 12" PLACED 5' Q.C. •e• .4:: o.:. a` a'.',dUNLESS CrTHERWISE SHOWN CLASS`B C;CiNC. GUTTER ' » j S'5 'C• CONCRETE = s:v:�• I I 6" PRECAST{2EINF`ORCED ,' 4 (BACKFILL) -° °%4' CONCRETE MANHOLE 2) FOR REINFORCEMENT ARMIND SINGLE DI ° R ..��: �,�. :A . y •' �• :e :v �-- - �-- -L-..- RING. `' I IANNOL.E FRAME L COVER RPE SEE sPFt.DETAIL4$ ON 1T 4, Q o r 4 .. . y_ + .. PER SPPO. DETAIL#Y SIT*4 _ F Z8"x2& C.5,PA._ Ig'CrLC. �.. t ► • 4. . 3) FOR STEPS SF_EDETAILTHIS SHEET. N R:• ♦ + 'A. FOR sTEPS SEE DETAILTHI.S SWEET ;:• .. ,t�4:� �.is NOTE ' :�: p: 'a DR10 ILL LACE OF DCWEL : • D LL NODS � P 4 S ''o.~. ...v:..v •. a•:.o. -O r A5 _AN-ALTERNATE Tl�TRE CMNEC7VR_ - II DETAIL 5HOWN ABOVE THE CONTRACIM 16'-* -TOTAL 10, DOWELS SMALL MAY CUT THE EXISTING 54" R.C.P. ON I(o LANE. EMBEDDED 8 14TO EXIST. 7UKICTION STRUCTURE. pc�vELS SECTION E --E SECTION A-A I AN ANGLE PERPEWDICULAR TD THE SHALL 6F FASTENED 1N EXISTING- ,; 48" R.C.P. , A MINIMUM OF IZ 1NCHE3 CONCRETE wTTH EPDXY MORTAR. SCALE: �'-V-a' _-FRCU THE FACE OF TAE 17U 577 NG ,. 5C.ALE: f=11-0" r SECTION C C -_-,.IUMCTl0N STRUCTURE CONNECTION DETAIL SCALE. -f-O -A CONCRETE COLLAR C MMECTION �• -SHALL BE PROVIDED .AT_THE_PIPE ELEVATION „ _CULVERT JOINT. --- " OET-AILS FOR OONSTRLCT01;UUFTHE ALTERNATE CONNECTION SHALL BE y A - SUBMITTED TO THE ENGINEER _ -F'O R APPROVAL. � 1 f ti 5 CO t.IT 2 A C TO fL 3UB1�t 11T 1� 1'SE to tL RCCL +}- ODD *4 '40OPS �12" J�Q1�5 TOO 2 A:'•• � 9" �'i s" G A L"T-F-RwATE PIPE CDIJt.1 EGT OIJ ADD *5X6-10" a FUTURE CU lM&\9 A. ;,.. GUTTER W OTHERS - DdWEL 2 `1�4 PAIM -ALLL7W 12' OCR OnEN5IQN INTO FUTURE CURB €Z6'XP_Cil' S P. LAP 15" i `x2d'C•16.PA- - CURB OPENING I I 6., 6 `„��. `. �. �� `.. „ G„ -- { " t, tV TO.C. I ( I _ / ADD d!4 CHER PtP�,i=r 2 i ADD *6 TOr z BEGIN U A o ,TOT 2 - 1 A SIDE , D Ito D - D EACH E I I \ I ^ MM ND Z �/ W STANDARD CU1t8 � a0 CATCH 13JCSIN + 8E tlo>'zt BARSL I UllGUTTER I ( IJORMAL IE X o• I?A. I SFSt,C:P. TOT 2» // "tt?D"CS,P.A. 12 1NTt� 51DE WALL.5 j •:v• o: '•a. ADD �G x 5-5 A O ,'p: o I :, :4 D ' 1 - ;! •�• •Q'• :4 I / �LdCKOUT ro�"x I#" _ - v D- d'G �' . 4 ,. :Q.� C ,,. R CESS FORM NH4LE P A 5 I A p.v .o.,o 'v C -a .v r v'• : ° a o rvq �- • ::Q ��'O I NG< SSE. „_ I ,_ M (TY P.) �•p - Q• .4 d v. Q v '-• j ADD 4 it 4 VERT. BARS g 0 `MA T40LE- FRAMES COVER Z Q .4.. „ DO CST PE S C AI *} O I A R E DETAIL D �I T � P D 74 N .Q . ti _ ww' 1.�. SHT �3 1 ft'1 -MANS O>\I •DEPRESSED IE. " ELEVATION PLAN a AS B TYPE*$ CATCH BASIN DETAIL- STA. 8 70 U E TRAIv sITION DETAIL JUNCTION ., STRUCTURE ., DETAIL T + CORRECTIONS THIS SHEET ' SCALE: I QY....... ._...... r ` 1+L FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. 0, No, ROAD DEPARTMENT CHURCH STREET H04832 DESIGNED BY DRAWN BY CHECKED BY APPROVED BY I ROAD NO. 4-7W vr2Pk AT ARCHIBALD FIL23o7850 SH SUBMITTED BY C.D.E ASST. COUNTY ENGR. • ROADS DATE CUCAMONGA AREA 96 -97 RECOMMENDED/A PROVE 8 w -1-1AA MARK REVISIONS APPR DATE ASST. ROAD COMMISSIONER - ENGR. DATE ITY ENGINEER DATE SHEET 3 of 4 �_ V J O � uMJ W I ♦♦^^ �/ N 0) sW SWI w CURB 8 GUTTER " EXPANSION JOINT AT END OF RETURN AND AT i0' INTERVALS 3/4" DIA. PICK HOLE n '. CURS LINE R-20 - E.C.R. R-20 „ I h �� N 3 1 /2° CONSTRUCT DEPRESSED'CURB 6 3 I/Z� B RAMP WITH %" LIP. AND A.C. I o , 'A J.:A 10.17'TYPE B AC. RAMP. (TYPICAL) « DIAMETER - GUTTER LINE I 22 .'• ' 8' CLEAR OPENING •p .' , •t•'A•' ' ALTERNATE FLOW LINE . . ro I SPANDREL SPANDREL I s ' • », .s A I �' _ ' ' ••_.• of in FLOW LINE PLAN — — � '• � SECTION END CUTOFF M i CURB2-3/A"X I" SOCKET ELEVATION Z' �i m A 0 HEAD SET SCREWS 8a DIKE ao EXPANSION JOINTS m 6" CURB LINE — — — — 2"X I"X 1/8" DEEP I/2"R 1/2"R PLAN DIAMOND TREAD • A ► 23 IA" DIA. COVER M • ' , I"R _ it e' o D v s - e ° .� STEEL TROWEL FINISH X �_ a A' ► �' a. , p: SPANDREL 1/2"R LX PREM00.DED 4" ' 2« 22" DIA. CLEAR OPENING 2" '• EXPANSION 1/2"R B 8 a CROSS-GUTTER 6" I " '/ L SAME ANGLE sh Z4« 2 FILLER SLOPE I/4" I' �. ; e °• •. . • . 2 D A THROUGHOUT s/i 4 e f-Id/. a 0' SECTION X—X •. a _ Q. . .• SECTION EXPANSION JOINTPREMOLOED FLOW LINE •� EXPANSION I/2 JOINT FILLER �: . MATERIAL: CAST IRON—GALVANIZED NOTES SECTION A—A SECTION B—B NOTES NOTES, I . DIKE SHALL BE CONSTRUCTED OF TYPE © ASPHALT CONCRETE. " 2. PAINT BINDER SHALL BE PLACED ON EXISTING ASPHALT CONCRETE PAVEMENT NOTES t 1. SEATS OF FRAME AND COVER SHALL BE MACHINED TO PREVENT NOISE. I. CURB AND GUTTER SHALL BE CONSTRUCTED MONOLITHICALLY OF CLASS B" PRIOR TO THE INSTALLATION OF THE DIKE. 2. TOTAL WEIGHT OF FRAME AND COVER SHALL BE 130 LBS MIN. I. CROSS GUTTER SHALL BE CONSTRUCTED OF CLASS "B" CONCRETE. CONCRETE. 2. THE STRAIGHT GRADE BETWEEN B.C.R.�S MAY BE ALTERED ON AN EXCESSIVE 2. WIDTHS OF STANDARD �T SECTIONS SH01NN ON PLANS ARE TO CM 2. LINE UNLESS OTHERWISE INDICATED 3. A OS MINIMUM FALL IS REQUIRED BETWEEN E.C.R. AND CROSS GUTTER FLOWLINE. 4. SPANDREL SHALL BE 8" THICKNESS CLASS "B" CONCRETE. 5. VARIABLE CURB FACE ALLOWED FOR DRAINAGE PURPOSES. SAN BERNARDINO COUNTY ROAD DEPARTMENT SAN BERNARDINO COUNTY ROAD DEPARTMENT SAN BERNARDINO COUNTY ROAD DEPARTMENT SAN BERNARDINO COUNTY ROAD DEPARTMENT FV.0 4-65 SPECIAL ASPHALT CONCRETE SPECIAL ry M A. NCholos CURB AND GUTTER DETAIL DATE F V.�_-i 63 SPECIAL DETAIL PATE •�V C v-�s DETAIL a►n ►y c. ,.65 MANHOLE F AME � DETAIL L M. A. Nicholas M. A. Nicholas •� CROSS GUTTER M� A. Nicholas COVER— PARKWAY � COUNTY ENGINEER I COUNTY ENGINEER DIKE II COUNTY ENGINEER COUNTY ENGINEER CO N d7 CSI C� 0o CJ1 O Cn /k o 1 1 7- .. X1 0 FIELD BOOK REF. COUNTY OF SAN BERNARDINO W H 04832 ROAD DEPARTMENT CHURCH STREET DESIGNED BYT DRAWN BY CHECKED BY APPROVED BY ROAD NO. �� rlrl AT ARCHIBALD FI237850 SH LE NO. SUBMITTED BY C.D.E. ASST. COUNTY ENGR. - ROADS DATE QL` �Q7 RECOMMENDED/AORO�VED CUCAMONGA AREA .l VV ..77 MARK REVISIONS APPR DATE ASST. ROAD COMMISSIONER - ENGR. DATE NTY ENGINEER DATE SHEET 4 of 4 l..L– V 0 L � 0o rO cD N � BULB ANGLE 8" X 3 1/2 ' x 16v' Cow 6 RIBS X n � 1� WELD BARS TO ANGLE 30 O.C. IN CUT FLANGE ENTIRE LENGTH d OO PLACE MANHOLE 011 �¢ LIEU OF TYPE B' ANCHORS SIDEWALK SLOPE OO O A I AT PIPE o ' o c ° 0 00 o�p o o ti o. d LAP 15 X12 b• ^- _ - 1/4"R O O Q O VERT. BARS I= REINFORCING STEEL p Oq qp4 �p O Q4 4 12" D.C. r .'� �:.` � � �I� � � °•. . • .o • Q. .° . ° o D o g o p a v ❑ . I / ; �. I PER S.D.SII e► 5/8" ' 3/4'�+. o ° SECTION A—A 11/16 R .• . ' - : . • '. •. �1 1 OI? ,•� END OF BARS NOT WELDED ° I (I 11 FRAME COVER II 1 I F"I0 11/8" HOLE IN ANGLE _A=66°• 'o•�• ,'�• • I I � 11 SEE S.DC� � I I BEND HORIZ. Wlo � � ' . °' 4 •. . •. o • . : 4 • • , l Q ADJUSTING NUTS TO BE "'`'�• BARS 12"INTO E-1 Q• f 5/16"• � :w;: 9 �•. , HORIZ. BARS \\\� SIDE WALLS X11= 250 f I/d TIGHTENED AND SECURED IN PLACE WHEN BULB 12" O.C. I �\ i / 13 ANGLE IS IN PROPER POSITION. 1/2" ROUND STIRRUP (SEE NOTE 2) \ ` 6a:I 1 I ,HOLE ' v LAP 15" I - -' I DOWEL 2 NO 4 GUTTER 2 ( PROTECTION BAR (SEE NOTE I) OI f'. I1,-"BARS 12" INTO CURB 3I FLOW LINE o V ' � , ► ', •� 4 I " , o 1 X 20„ SUPPORT BOLT WITH HEXAGONAL NUTS. O r I i SUPPORT BOLTS SHALL BE INSTALLED AND SHALL BE SPACED 2I ,'`ti��/ i •� • • , , AT NOT MORE THAN 7'O"O.C. AND NOT LESS THAN 4'0" O.C. .Q- �Ip 24 I/4.. 24o of DIA. I 4•'R CURB LINE Icli ' ' ��� ILI/4 TYPE A” BULB ANGLE' ANCHORAGE I 0:I i I�.:T•� 26'DIA. — �' Z1 i �i" fy� 5/16" X 10" STEEL PLATE 24 5/8" DIA. '� • FORMED AS SHOWN 1 r=�•r \ N CI I ' � jr Pt. EVEL LINE WITH TOP OF CURB EWI 8" I5" IS" 6" 2" ENDS OF BARS NOT WELDED I ALTERNATE ANCHORS ml ; I CORED HOLES URB OPENING DETAIL SEE S.D.Mrek — I 1 SLOPE If4I' TYPICAL 8" REINFORCING I I 31/2" 22 DIA. 31/x' - CONTACT JOINT 29" DIA. 22 �,. ` I r 14" _ CLASS V CONCRETE r 900 I 1`` t` -4 •• 3/4 7/161 TYP. .. /•1 DOWEL BARS 12" PAST OUTSIDE ' j`^��----- -- -- -- -- J .. �, 1/8.. I/2 1/8.. _ 6 RIBS . FACE OF WALL. r 13 @ 1 0 • o + . , I i I f _ ' ' •�/e1/2" ¢ STEEL ANCHOR 42 O.C. MAXIMUM 1�ry 1 ' 4•' (AT PIPE) ALTERNATE AS SHOWN. �.• `�"►''"-' ♦• SI 3�4.. TYPE "BN BULB ANGLE ANCHORAGE I 'A PLAIN ROUND STEEL PROTECTION. BAR I" IN DIAMETER I TREAD DETAIL " ' SHALL BE INSTALLED. BAR SHALL BE EMBEDDED 5' AT EACH END. 1" I NOTES= FRAME 175 LBS. '� OPTIONAL 2. A STIRRUP SHALL BE WELDED TO EACH BOLT _ . 1 - THE STEEL PLATE ALTERNATE FOR CATCH BASIN INLETS SHALL BE COVER 155 LBS. ` •� JOINT EL Y S OWN 3• T•8" ON� PL s DETAIL OF REINFORCEMENT4. ALL EXPOSED METAL PARTS SHALL bE GALVANIZED. FABRICATED FROM 5/16" X 10' UN I VERBAL M i LL PLATES THIS PLATE TOTAL 330 LBS. MIN. AROUND PIPE 5, WHEN REQUIRED BY LENGTH OF OPENING BULB ANGLEMAY BE DELIVERED IN SECTIONS MAY BE USED AT THE CONTRACTORS OPTION IN LIEU OF THE 8" X 3 1/2" s . . . •:. X 16/1 BULB ANGLE. NOTE m AND BUTT WELDED 1 N PLACE. ALL GALVAN 1 Z I NG DAMAGED BY WELDING SHALL 9E •' • �^ -.. NOTE: 2. FOR ANCHORAGE AND OTHER DETAILS SEE S.D.3Z11. SEATS OF FRAME AND COVER SHALL BE MACHINED TO PREVENT NOISE ALL REINFORCEMENT SHALL BE REPAIRED IN ACCORDANCE W:TH STANDARD SPECIFICATIONS SECTION 75-1.05. ` R. TYPE A OR TYPE B ANCHORAGE MAY BE USED AT CONTRACTORS OPTION. MATERIAL: CAST IRON 12" O.C. NO. 4 BARS. • SECTION A-A SAN BERNARDINO COUNTY ROAD DEPARTMENT SPECIAL SAN BERNARDINO COUNTY ROAD DEPARTMENT �� �� SPECIAL SAN BERNARDINO COUNTY ROAD DEPARTMENT SPECIAL SAN BERNARDINO COUNTY ROAD DEPARTMENT SPECIAL DATE Fv.0 7•i5 MANHOLE FRAME a DETAIL DATE JEM 7-(.� TYPE A !DETAIL DATE �V9 r5 CATCH BASIN DETAIL DATE Jv.C9SS CATCH BASIN DETAIL M. A. Nicholas I M. A. Nicholas COUNTY ENGINEER COVER- ROADWAY Y COUNTY ENGINEER CATCH BASIN COUNTY ENGINEER M. A. Nicholas M. A. Nicholas R OPENING COUNTY ENGINEER STEEL PLATE 17T¢ CD N d7 W C0 0 AS BUILT ,pec. �a..� HY . ....... . .. ...... .................__...._ NO CC"',�f�,, ,�,�,�, , ,.�; c �w6 No. 123 qc�q