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Home My WebLink About2019-D1 GENERAL NOTES CFD PUBLIC STORM DRAIN IMPROVEMENT PLANS FOR 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO PROi�CT SJ►TE CUCAMONGA STANDARDS, SPECIAL. NOTES & SPECIFICATIONS FOR CONSTRUCTION ACTIVITIES WITHIN THE SAN BERNARDiNO COUNTY FLOOD CONTROL DISTRICT RIGHT-OF-WAY AND THE d CFD 2004m01 RO w w C0005 e — — STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - 1997 EDITION, INCLUDING 00274 ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND —� SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATION. IN TEE CITY OE RANCHO CUCAMONGA W 3 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER �►�� I� /N av�uE � METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE , Exi . 4� RC S.D. RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO °- ., „ m ,• I COST TO THE CITY OF RANCHO CUCAMONGA. AND THE SAN BERNARDINO COUNTY FLOOD �'Xo Z LINE A (WEST) LINE A EAST CONTROL DISTRICT. I I 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH aANYM STREET THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES 5c�� NOTE.' RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH W NO WORK SHALL COMMENCE WITHW THE I r _ NO WORK SHALL COMMENCE WITHIN THE FACILITIES ARE SHOWN ON THESE PLANS. W SOUTHERN CAL/FORMA EDISON CORRIDOR VAC>�1�r -�%��1Yr� >�r�C�P-�r� rY25 �I z►�� UNTIL ISSUANCE OF ENCROACHMENT PERM/T. LAD.W.P. PROPERLY UNTIL ISSUANCE OF I I 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENCROACHMENT PERM/T. ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY ------------- --------- �-- ------------------- ----------- ------ -- —EW CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. A PERMIT SHALL BE OBTAINED <* I - ------------I I____ ___---- ---_-----____ Fwar FROM THE SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT PRIOR TO ANY ENCROACHMENT r 1 1 --------- 'I OR CONSTRUCTION WITHIN THE SAN DERNARDINO COUNTY FLOOD CONTROL RIGHT-OF-WAY \ 9 _---__ ___-- �O ___-- (---____-- ---- — ------- ---- __-- 8 -- --------------------------------____-- 6 T F , 5. ALL GRADE STAKES SHALL. BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES - - - - N VICINITY MAP SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB- c F Q N.T.S. GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES �, $ 48 49 5d 51 52 53 ,4 55 56 57 58 60 61 62 63 64 65 66 67 75 v�� ,��-r �� r� r��/ ; MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. ,9 68 69 70 7 T 73 14 i I ALA-1f 0 Hl q AL�'I 110 DRI V 6 }' 6. ALL SEWER, WATER. ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR STOW 47 } CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. LINE AO ST 46 45 44 43 42 41 40 39 38 37 95 g4 93F92 91 90 89 88 87 86F85�g4 33- 79 82 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTIONS TRENCH BACKFILL COMPACTING 0* us •°' ORIGINAL GROUND AND ALL SUB-GRADES SHALL BEPERFORMED AT NO COST TO THE CITY OF �. 27 j 39 $1 78 GO OWN � RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE 28 31 32 33 74 35 36 � 14 33 32 31 29 28 21 26 ; G c 5 35 2 5 57 ,,6 55 42 33 32 31 30 29 28 27 6 25 24 SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE 29 30 r 35 24 80L�' 0� ,4 53 43 - � 36 ;� MATERIALS AND/OR SURFACING. _ �6 23 '� �.r F, 0 41 34 CASPER CT• 31�J ` Illt11� 22 � ` �'Q� LIONFISII 52 44 f 37 `fin L' DR. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY 20 19 39 44 45 0� ,n 40 38 ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL 46 25 24 23 22 21 18 40 *6 47 48 49 18 21 � � 59 60 61 62 63 51 45 t0 11 12 13 14 15 22 23 CONTENT AND GRADATION OF ASPHALT PAVING. 43 �� K� 7`g 64 3`9 g 41 4— 4j QW` r, $ //{{ 67 51 19 (;� 78 a 50 46 -� - 7 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE g 10 ° 4 - 17 66 54 17 10 77 76 55 49 47 6 3 54 t6 21 20 rj CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R VALUE, 11 12 65 55 8q /5 74 67 SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. \ 13 J�� 64 63 T 53 81 ; • 73 6 o q 5 _ 55 y CT• 69 _ �J �6 16 �:FT If_=._ ° Y62 / 4 X52 `56 66 ♦ DAY LINE A (EAST) FARGO - 70 62 �'Z 52 82 72 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN � � 1 57 . •� 15 / - 67 �� 83 -- 49 �-.. �; --_.� 65 ! 17 TO DETERMINE STRUCTURAL SECTIONS & VERIFIED PRIOR PAVING. a U 8 7 6 5 4 3 2 1 2 3 61 14 84 85 86 71 68 3 5q 51 q 57 Id 19 I 2 Ca 60 S 101 100 7 64 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY p Limit '� A 85 84 4 �A 12 13 / �, 102 49 87 'p L1Ir. � ` 69 � MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE 1 83 5g y8 69 1 �'?► 63' q�' ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE 45 46 47 48 - 82 81 5 10 11 C�� 103 lye 97 96 95 69 .y 39 47 46/ 4 v 59 Fes_- 70 GRADE MATERIA! OF A QUALITY BETTER THAN THE NATIVE MATERIA!. r, 42 43 44 •9�J, ► �J tp4 �,�! L 4q 81 82 4i 11 80 6 9 �� C, .t G8 !,_ 94 ,, �8 y p vR• 86 87 $ 1� 1�� 1 1�ISTT 93 g4 p 41 �� E 71 80 83 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED O D!S UE a8 79 CY i0 _ 92 37 44 60 61 BY THE E.PA FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE Lj , 40 50 49 83 n 1 ,�)�' 105 106 124 109 110 72 79 MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. N 53 52 51 90 ?' 78 6�+R `;!' 131 130 _ t 111 91 35 DRIVE F" 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR CONVENIENCE 911 V a 3g iF Y6 o" 1 2 3 4 91 5 / � / 132 129 / t 2 64 112 5 3'4 33 32 L8 27 73 78 85 C I m V :,4 59 � 4 � I L5 1 L 1 L '�'-• 65 4 y 7 _�� 31 30 23 � THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF / 127 113 4 ;e 3 C� /34 � � 128 8 74 77 86� l: CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY -' 31 ,4 � F„ 61 �,� 2 1 '33 ,� 66 63 62 ,,� � THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE U 36 55 w 62 11 5 1 L (g. 67 119 *4 �`� w 9 26 75 76 � CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 56 57 6 ( Y 68 2 p 17 23 24 c5 87 it 35 ' 63 10 ''' J 78 77 76 75 74 73I 72 11 7p 69 11 118 �r 6t 60 59 - 10 16 , t8 2C 2 2 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE IL4ROON 7 ;4� 7g 1 CONSTRUCTED AT EACH INTERSECTION. - L 34 Tp 64 9 =�'L \� 81 115 t 1 'S�lv c4 c�,�,T_- 11 15 ��, 19 N E a 88 w \ U 82 114 J "t-wir DR1Vh' 35 94 93 92 91 90 89 ( *°, 68 67 66 65 �� 55 � /� 83 96 1G8 103 11111' 113 53 56 12 z' 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE RESPONSIBILITY FOR 33 ,' 77 a C � ;. o E 57 58 11 14 98 97 O / 84 95 10 110 yyL 52 tOt THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON �- REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY J (�/ 32 '� 69 74 75 i6 / /, $5 94 �A 97 !� 1Ea 38 33 40 5t 50 49 :� 110 13 103 102 0 ENGINEER FOR APPROVAL 70 - 73 13 n r 98 t �`' 36 37 48 �t 109 31 J1 12 ;' � .,6 33 � 104 • 135 �� 87 2 99 � ,,4 1 ��?�,... r- 106 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY Q 30 t 14 r 136 ��° �� -, 2 G'T. 47 1 108 t07 STATE. THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE Z 29 28 72 � 142 88 91 n 100 2g `? 43 , 1� I INSPECTOR. V -'� 15 y y ��( 41 t 31'' `�� y 33 32 31 30 44 1 Tn 16 -''c� 140 138 � 89 90 101 02 I 27 45 46 1 _� (! 26 17. THE FINAL. OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE W ;4 17 1 �rj 139 Dl�i ,XRY - - _ \ N 02245-053-05-0000 PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED � 23 �' r + 18 / �• �� 2 25 SECNDARY `A S.8.CF.C.O. PROPERTY PER DEED ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED AND ALL UN- U 19 G 11 12 13 14 15 16 t7 18 19 2 21 22 2 PRNIARY FIRST LAI./ 3 9 t0 - FLUSH &kSiN VTERIPA BASiN - A (FEE TITLE TO S.B.C.F.C.O. REC. 3-18-1951 (n ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATIS- 20 "fit, 4 7 8 FACTION OF THE CITY ENGINEER. OQ - 22 21 i�� 144 `4 6 I 2730-414-O.R.) F1�US � DAY CREEK �� j NOTE.' Q _ _ __ —�^ NO WORK SHALL COMMENCE WITHIN UTILITY CONTACT - — -- ----- _ -Ir-- _ --_ ___, TISTRL'E — I THE S8CFC0 PROPERTY UNTIL ISSUANCE CO) �D'r ,� IF OF ENCROACHMENT PERMIT. I,�J WATER/SEWER CUCAMONGA VALLEY WATER DISTRICT 10440 ASHFORD STREET SEE CFD 2004-01 - RANCHO CUCAMONGA, CALIFORNIA 91729 STORM DRAIN PLAN (909) 987-2591 SHT. 9 OF 21 INDEX MAP 1 GAS : SOUTHERN CALIFORNIA GAS COMPANY -300 � 16231 VALLEY BLVD. FONTANA, CA. 92335 (909) 335-7965 SEE CONSTRUCTION NOTE & ESTIMATE ELECTRIC : SOUTHERN CALIFORNIA EDISON COMPANY SPECIAL NOTES & SPECIFICATIONS FOR CONSTRUCTION ACTIVITIES OF QUANTITIES ON SHT. 17 w EXIST. NATURAL O 7951 REDWOOD AVENUE WITHIN THE SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT WATER COURSE FONTANA, CA 92336 (800) 655-4555 RIGHT-OF-WAY TELEPHONE : VERIZON • ALL CONCRETE WITHIN THE DISTRICT RIGHT-OF-WAY SHALL CONFORM WITH 16071 MOJAVE DRIVE, BUILDING A SECTION 201-1 OF 'STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION". VICTORVILLE, CA 92392 ICTO245-0330 • ANTICIPATED MAXIMUM EARTH COVER OVER THE RCB IS APPROXIMATELY 6 FEET. CABLE : CHARTER COMMUNICATIONS • USE 'FLAT INVERT FOR THE RCB CONSTRUCTION. 6680 VIEW PARK COURT 0" RIVERSIDE, CALIFORNIA 92503 USE ASTM (789 (GREATER THAN 2 FEET COVER), ASTM (850 (LESS THAN 2 FEET (909) 343-5165 COVER), OR ASTM C1433 (COMBINES C789 AND C850) FOR USE WITHIN DISTRICT EXIST. 45" RCP STORM OR,4/N::� �,�• RIGHT-OF-WAY. T� JfILSON AVENUE (24T11 STREET) PRIVATE ENGINEER'S NOTICE TO CONTRACTOR 1 EXISTING SURVEY MONUMENTATION CITY OF RANCHO CUCAMONGA THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE LEGEND O BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE CFD PUBLIC STORM DRAW IMPROVEMENT PLANS FOR THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON r Q�pf ESS/0 CFD 2004-01 (TRACT 16226 & 16227) THESE PLANS. O FOUND 1 I.P. WITH PLASTIC PLUG, LS 4002, FLUSH, PER R.S. N0. '�'9 7 DENOTES STORM DRAIN �o �t ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED FOUND , R.S. 11TH PLASTIC PER R.S. N0. 2, FLUSH, R.S. 109/39; AND PER PLAN SHEET NUMBER �� , Fti LINES A (EAST) & A (WEST) TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE R.S. 88/36-42. ACCEPTED AS THE EAST 1/4 CORNER SECTION 20, TIN, i ;� �s =� ROW`2005-00274 PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH R6W. N. - - m TITLE SHEET REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION 6 FOUND 2.' BRASS DISK, DOWN 0.2', MARKED AS SHOWN PER R.S. N0. � DENOTES SURVEY MONUMENTS FOUND d* P. 9-30-05 *� O 01-016, R.S. 115/85-88; AND PER R.S. 88/36-42. ACCEPTED AS THE IN CLOSE PROXIMITY OF THIS PROJECT �9r cIv1L P INDEX MAP & GENERAL NOTES 0 THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S Underground Service Alert SECTION CORNER SECTIONS 16 17 20 AND 21 TIN, R6W. AND SUBCONTRACTOR'S COMPLIANCE WITH THE 'OCCUPATIONAL SAFETY AND HEALTH 9 �� `LAF APPROVED BY / DATE: REGULATIONS' OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION 7 FOUND 2' I.P. WITH BRASS CAP MARKED AS SHOWN PER R.S. CITY ENGINE E R /1 � � �J�,��,�� RCE N 0 24953 Call: TOLL FREE O 88/36-42. ACCEPTED AS THE NORTH 1/4 CORNERSECTION20, TIN, Q�OFESS/0� DESIGN CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE o a R6W o �,`l C. ��, CITY OF RANCHO CUCAMONGA "°"' Sub3so17320 �'".a REC M NDED O RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF 1-800 �� Q�� CITY OF RANCHO CUCAMONGA VERTICAL CONTROL R C• o o.i c N IrdiimCu92614 THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS 8O FOUND 1 1/2" BRASS CAP (MARKED AS SHOWN) IN 1 1/4 LP. UP N BM #10090 s (n Vci=944251 8821 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING v 0.3' PER R.S. 88/36-42. ACCEPTED AS THE SECTION CORNER SECTIONS No. 20596 �" m SET 2' BRASS DISK IN CONC. CURB STAMPED DRAWN scNu►.: FAX: 949231-0516 SHEET HOURS; AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER. 227-2600 17, 18, 19 AND 20, TIN, R6W. d Exp. 9-30-05 'CITY OF RANCHO CUCAMONGA BM 10090 1987" 23 V THE SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT AND THE ENGINEER HARMLESS D.L.Dv t a t e s e N o i N e e a s s u a v e r o a s FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THIS PROJECT. *Jj, CIVIL \�* 0 .eeY1,5El771Ylj -0 .5cG�YAr1oN,SEAS sr`rs• 9,i0Of 2z , Z� c AT SOUTHEAST CORNER OF SUMMIT AVENUE OF EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. �yyp WORKING DAYS BEFORE YOU DIG 9TF CALAF (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED E NO 20596 DRAWING NO. DATE CI AT END OF CURB RETURN. YEAR LEVELED: 1987 STANLEY C. MORSE RCE NO. 20596 DESCRIPTION OF REVISION DATE APPROVED: ELEV: 1534.374 S.C.M. DATE �' D FILE NO 2019-D1 ,- 1: 0400\CFD\SD01.dwg 3/17/05 PROJECT SHEET NO. OF I 2_# "d" bars, for earth covers of 2' or less I A I SEE 2-J4 OR 2 Span 4' 5' 6' 7' 8' 10' 12' 14' STRUCTURAL DESIGN CRITERIA � - .- Number 5 6 1 7 8 1 9 10 12 16 LK LOAD Invert Elevation .5 Invert Elevation HS20 TRUCK LOAD UNLESS OTHERWISE NOTED _ SPAN 10 DEAD LOAD // U_ \\ It Slope 48:1 HEIGHT 05 6 7 8 9 10 te. EA. WAY � Maximum Earth Cover ' 10 20 10 20 10 20 10 20 10 20 10 0 EARTH LOAD PER MARTON'S FORMULA : w= 115 p.c.f. // \\ SEE NOTE 2 M Roof T1 1 / 1(A/ ! 1 / 1 / 81/2 11 Ku Ku' 0.150 -------- IM- ~ " walls T2 t/2111! 9U2121/ Bd - OUTSIDE WIDTH OF BOX PLUS 3 FEET REINFORCING DETAIL r FIAT LNYERT" invert T 8 t! SIDE EARTH : 37 p.s.f. PER FOOT OF DEPTH A E VIEW B-B SLOPED INVERT TO BE USED FOR S acin ALLOWABLE STRESSES THIS PROJECT a 0 Size Bar Span, S -41 Size ar 1 8 7 6 7 6 7 6 7 6 6 7 7 fe' = 4000 s i. AT 28 DAYS PLAN 'b" Dimension 2_11 2_11 2-11 3-0 2-11 T 2_11 3-9 2_11 3-9 -11 3-9 p' ' Dimenslo w - 0 - 4 - - _ _ fc = 1800 s.t. p 2-#s fs = 24,000 p.s.i. ,� o „c Size Bar 6 7 6 7 6 7 6 7 7 7 7 7 n = 8 I Dimension -4 3-4 - 4-8 7-7 .4-8 - 4-8 1-1 4-8 1-14-8 SHEAR AND BOND STRESSES PER A.C.I. 318-63 �, e Size or INVERT SLAB : f'c � 5,000 p.s.i. AT 28 DAYS 7 \ - �' ' _ Slope 4:1 0 oncre e 2 .6 26.8 23.0 29.5 24.3 31.0 25.6 34. 27.8 377 321 42.3 - -'; #a OR #S 0 12' �; �' ein or emen s 1 1 67 233 285 60 325 300 14 27 0 373 4,000 s.i. ASSUMED FOR DESIGN / \ O.C. WAY o t Slope 6:1 .� p ) / \ SEE NOTE 2 - q w Invert Elevatio Invert Elevation S s - S 4 RCB SPAN Ft 5 8 \ / GROUND LINE ° + C. tOR AWAY #S HEIGHT Ft 2 3 4 5 4 5 6 7 8 \ / Z 2- a OR 5 t N NOTE 2 Imo-- Maximum Earth Cover Ft 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10L2O 10 20 \ 7 sE NorENT s BAR 9V BEND Roof T1 Inch 7 1/2 71/2 1/2 1/1 11 11 11 8 8 IIITRAPEZOIDAL INVERT' " Walis T2 Inch 6 6 6 6 7 61/2 71/1 7i/2 61/2 9 81/2 1V INVERT' Invert T Inch 7 8 7 8 7 8 7 8 111/z 111/2 8 111!2 8 11112 NOTES: SECTION '09---W Spacing Inch 1/2 14 11112 14 111/2 14 11112-15- 1 10 9 1 9 g Size Bar 4 7 4 7 4 7 4 7 7 7 7 7 7 7 7 7 1 ELEVATION 1. HEADWALL sly BE CONSTRUCTED OF ALTERNATIVE INVERTS Size Bar 5 5 5 5 5 5 5 `� A CG STEEL 6 2. REINFORCING STEEL SHALL BE No. a eARs a size Bar 4 6 4 6 4 6 4 4 FOR'Y UP TO 60'. 'Vf 6d NO. e size Bar 4 4 5 5 5 DIMENSIONS S BARS SHALL BE u W Concrete C LF 16.3 17.8 11.$ 1 .3 19.3 21.6 21.3 23. 29.2 40.1 31.2 42.4 33.4 45.5 36.4 4$.9 39.0 J3266 PIPE L E F W CLEARANCE 30 D �- STEEL. 161 Reinforcement I s 119 112 122 121 ,134 137 145 162 28 237 302 266 340 279 350 312 360 3. ADJACENT SLOPES SHALL BE 1 I/2 TO 1 OR FLITTER. 30+' 5'-5' 3'-Or 4'-Ili' 3'-0+' 4. MULTIPLE PIPES TO BE SET WITH LONGI- For exposed top, provide 3g' 6'-0' 3'-4' 5'4 3'4 TUDWAL CENTER 1 2/3 DIAMETERS APART. 5. ALL DPOSED CORNERS TO BE ROUNDED J4 0 18 each way (2 lap 42' 6'-Y 3'-8' 5'-tr 4'-2" 3/4• RADIUS. ' c" bars and adjust 4'-IT 8. W SHALL. BE INCREASED WHEN MULTIPLE 45 div. la „B„ "b" bars „ „ 5$ 8'-2' 4'-8' 6'-9r 5'-4' PIPES OR PIPES ON SKEW ARE USED. -� c bars 60' 9'-2" 5'-�' 7'-8' 5'-Y bars c� burs I „a�,<)bars a o a bars LL 71 WING-TYPE HEADWA I © '• • • NOT TO SCALE D T- I 6" • F-- ZP bars 3/4" min. Fillets Spacing r Optional Const. Jt. min. Fillets _I =� Spacing Optional Const. Jt. #4 d" bars 0.25 S m 1 0 0.25 S 4 d' bars or „ „ ROOF SECTION Al 24- or 0 e bars 7 `'j -o Rca 4*-D SGC of T #4018max., 1:1 SPANS 10' THRU 14' a a•-o• 1*o N.=X iT1 0 ?LOCITT ROP) ,OOL, O for cover over 2' RE,`OCIT�Olt #4 #4,tot.3 Invert Similar NOTES #4 r)018- e •.. .:�. . ., _ f �. 7 1 :1- " " oPj 45 dia. ® 'tom •, _- !. CRAI.';1AGE NOTCH Or yE:ct,17Y CONTROL_ PREC43T SECTIO43 SHALL Q lop ars - - 3E PLACED ON THE RCa INVERT AND CENTERED ON THE RCP .ENTER O ' LINE. #4 Q018- q RCB` #4 018 max. THE LOCATION AND SPACING OF THE VELQCITY CONTROL RINGS ARE Z" Cl. (Typ.) rt.aw SHOWN ON THE PROJECT DRAWINGS. TPE 'SPACING BETWEEN THE 2" Cl. • �, " GRAt,4/,G£ 3 RINGS UPSTREAM To D0W,43TREAM SHA_L BE A MUl I (PLE OF 4'-0'. b bars t4oT- ^`..Qf TAI>r 'A2" 9 Alternative r------ 3. PRECAST RCP VELOCITY CCNTROL RINGS SHALL BE .N.ANUFACTLR .D �. RCB T�j � `jai .!s,' se ., , , .. s _ Const. lt. const. jt. Alternative �_ s PER SECTIOA 247-2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC ' V • • :v4TF,3 `.. NO:RKS COlvSTRt,C71gN. REINFORCING STEEL CAGES SHALL HE THE Const. Jt. 2 p '-"-FLA1E A•40 AVC:OR BOLTS NOT 5t-1OM4. CE TAIL 'A3"" SAME AS THAT CF THE ADJACENT RMP EXCEPT THAT AN AUDITIONAk_ i+ !J 3 Q CAGE MAY 13E ADDED. THE RING DOES NOT HAVE TO BE D-DIAD � at�bars a m o, � ?RECAST RCP SECTION �„� TESTED. _ r �r.CT10N AI-'AI 4. VA`�LES D AND H ARE SHOWN ON THE PROJECT DRAW) AGS. THE VALUE : V H SHALL BE A MULTIPLE OF 11/2'. „a" bars =� Const. 3t. o LOCKING U1�57RcA141 �*- #4 FM- V0-3 "c" bars3. THE t/.I'�HAUM INSIDE DIAM7-TSR IC-2N } SHALL 8= 36'. #4REISNFORCIN3 CAGES M Y ING STEELBE SED IY PLACE ARS "OFCNG THE�VJ 30LTS ORELD;EU TO THE Q #4 018 max. tYP• • 3# „ STI D ANCHORS. e boors f t.O.'r bio 1 n " 5 7. .ONCRETE s11i �'VGT�i 1=4R VELOCITY R1�VGS SHALL 3E 4,540 P'31 AT T2 /2 Spa B" RLP Ibiv€AT 20 LAYS. 16 F:. I/2 t 16th• 3 24" IGALYA�IZ!Ay WALL SECTION � ��, ' _E �PT TYPICAL SECTION SPANS 4 THRU 8 1/2 Span T2 SPANS 10 THRU 14 ; - . � F I - - !,' 7 O 14:01 sTR_NGT+, AMERICAN PUDI.IC 1NORKIS ASSOCIATION-SOUTHERN CAUFORHIA CHAPTER sTANWO vt TYPICAL SECTION - SPANS 10' THRU 14' .r s f ., tjaN-Slott R% G40UT _3a� :CPTEDMAL3 a' h!I:Y, i VELOCITY CONTROL RING 383-0 e x 4• amt T, 31110 PRECAST RCP SECTION s�sr:oF: DETAIL I ANC OR SR EOWWA .EIT 'A2' i HIGH STRENGT'^. 0 W CC. ME NOTE 3 GENERAL NOTES NOH-$,-giNK (;ROJT 1 F4 ©T : R BOXES WITH SPAN OR HEIGHT LESS THAN ANY OF THOSE SHOWN IN THE TABLE, VELOCITY-FPS. CLEARANCE-INCHES CONCRETE MIX PLATE t.,140 AuCreR eot.TS KaT SHOwN. P O 'A3" , USE NEXT GREATER SIZE BOX CONCRETE DIMENSIONS AND REINFORCEMENT. < 5 3.0 560-C-4,000 MAKE NECESSARY CHANGES IN BAR LENGTHS AND QUANTITIES. 5 TO 20 3.4 610-8-4,000 � 0 QUANTITIES ARE APPROXIMATE AND FOR DESIGN PURPOSES ONLY. 20 TO 40 3.5 680-B-5,000 Q3 FOR BOXES WITH SPAN OR HEIGHT OR COVER GREATER THAN THOSE IN TABLES, > 40 NOT ALLOWED WITHOUT PRIOR DISTRICT APPROVAL A SPECIAL DESIGN IS REQUIRED. • CONCRETE FOR ROCK INLET AND OUTLET STRUCTURES, BOTTOM CONTROL, AND Q IT IS PERMISSIBLE TO ELIMINATE THE 180-DEGREE HOOKS ON EVERY OTHER BAR. SPLASH PAD SHALL. BE 560-8 OR C-3250. 5 7 BARS ARE AT HALF Q SPACING: (SPANS 10'-14' ONLY) • CONCRETE MIX DESIGNS SHALL BE SUBMITTED TO THE DISTRICT FOR REVIEW AND CITY OF RCUCAMONGA >APPROVAL AT LEAST 72 HOURS PRIOR TO CONCRETE PLACEMENT WITHIN DISTRICT ® 'd BARS ARE AT HALF SPACING: (SPANS 10'-14' ONLY) RIGHT-OF-WAY. AMERICAN PU91LIt� WORKS ASSOCIATION - SOUTHERN CAl.IFORHIA CHAPTER StVf AtiS F'!A!f 7 PROVIDE PAYING NOTCH WHEN TOP IS EXPOSED AND WHEN PAVEMENT IS ANTICIPATED MAXIMUM EARTH COVER OVER THE RCB IS APPROXIMATELY 6 FEET. x cA�sr II =W& x VELOCITY CONTROL RING S8 CFD PUBLIC STORM DRAW IMPROVEMENT PLANS FOR Qrotxr c�t�rrvt ecl�r, t ,'3- t�pf ESS/ P.C.C., AND ADJUST QUANTITIES. _ PRECAST RCP SECTION � DETAILS SHEET ® FOR DESIGN AND DETAILS NOT SHOWN, SEE 11 USE 'FLAT INVERT' FOR THE RCB CONSTRUCTION. r us> Nn+Sa, s:Er:�s;�TtGas Pclt vun:�,xots c¢.,s+STgucrtay st T 1 or i �,`t C. _.. �_ - STANDARD PLAN D81, BOX CULVERT MISCELLANEOUS DETAILS. �- N N CFD 2004-01 (TRACT 16226 & 16227 0 USE ASTM C789 (GREATER THAN 2 FEET COVER), ASTM 0850 (LESS THAN 2 FEET No. 20596 �" m �9 ALL CONCRETE USED IN THE DISTRICT'S RIGHT-OF-WAY MUST MEET THE DISTRICT'S CST), OR STM C1433 (COMBINES C789 AND C850) FOR USE WITHIN DISTRICT '�r F"A• 9_30-05 *� flOW200�''0027't MINIMUM REQUIREMENTS OR THE REQUIRED CONCRETE DEIGN MIX. ALL CONCRETE SHAD. CONFORM TO SECTION 201-1 OF THE STANDARD VECMTIONS FOR PUBLIC X91% CIVIL �� WORKS CONSTRUCTION, LATES EDITION, EXCEPT AS FOLLOW: STATE OF CALIFORNIA CF APPROVED BY DATE: CLEARANCES: DEPARTMENT OF TRANSPORTATION CITY ENGINEER 9W& RCE NO- STEEL 24953 STEEL CLEARANCES SHOWN ON THE PROJECT QRAWING3 FROM THE CENTER OF THE DESIGN r o i s 1 baso�r a,. RECO M DE D BAR TO THE FACE OF THE CONCRETE. SAID CLEARANCES SHALL. NOT BE LESS THAN CITY OF RANCHO CUCAMONGA THE FOLLOWING DISTANCE: SPECIAL NOTES SPECIFICATIONS FOR CONSTRUCTION ACTIVITIES SINGLE BOX CULVERT CITY OF RANCHO CUCAMONGA VERTICAL CONTROL R.C. sual aso v' TOP SLAB AND SIDE WALL, INSIDE AND OUTSIDE - 2 INCHES WITHIN THE SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT BM #10090 DRAWN 1 v�949-251-8021 SET 7' BRASS DISK IN CONC. CURB STAMPED s e r u i.s erw 949-231-0516 SHEEY BOTTOM OF INVERT SLAB - 2-1/2 INCHES RIGHT-OF-WAY STANDARD PLAN D80 'CITY OF RANCHO CUCAMONGA BM 10090 1987' 2 23 V TOP OF INVERT SLAB - IN ACCORDANCE WITH THE FOLLOW TABLE: AT SOUTHEAST CORNER OF SUMMIT AVENUE D.L r► �a s i N o i N!/a s s u e v�r o e s OF (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED C E NO 20596 DRAWING NO. DESCRIPTION OF REVISION DATE CITY AT END OF CURB RETURN. YEAR LEVELED 1987 S.C.M. 201$-D1 APPROVED: ELEV. 1534.374 DATE s3 /BIOS_ FILE NO I:\604W\CFD\SD02.dwg 3/17/05 PROJECT SHEET NO. OF e I The curves repreSenl reach(Nis of 14e ` - - - - shear pms due to hya'roslatic heud an /Ire - �. deLris-obstiucled barriers. The height and Ividth of the gpenurys r1'elerwones Irhrch barfledsee sheet Joe numbers /, 2, cY J beltveen The curves, or LO �� 0 Q• 4V (m 1 Y • - - - - - -r - ,00F DA GHT CUT - - - _ - - - - nVirrbQr 4 beyond the curves,is to be used o . x •r , 01 / ' \ � \\ 1U" DO'n i at l.ns• ``_OU 151 w , / -� b*= OPENING WIDI i IN FT 59 --�. / c%. '/>✓^'CG ' '�� , ' 4 " • �,, r� TION IJIARRIEF 9'ROTEC AI/ 3� � � ,____-_ _ __......._..__..__.... �o�,�oti-��fee ! sAN DERNARDINO tour{ rY < a Note dturier 1)urilbdr shalt be spacitd iava ipraidO 11rowe'ngs. FLOOD CONTROL DISTRICT F � K J K 8•�35 \\ , r 110-CIto. S,}? 101 - I .--------------I 1 $ '. a Uf:r1E�A1. 44tES: �. * t-.• _ i` 4`_ f. Atq!ss tcntsc:<d with Akio pies sha:l id uupt/ end tri`/ `ati lit ree• �' '.1 • h t` 1 In i r i 1, a ull Da dn0ad to vee . eaGa a 1: hl fro �,th iM d,tcr p s . y ata. � ,-}� ,iii r � � '• ,. � At--'• L lTi1 I�AtOr Fix uta tlr W 6 r _..."`- -_...•--�-.- ., •' ;'° ,: ' .c.. :r.. .,,;, x♦ 'i.,}�. . �.�*•tl�n�s Argfu ,� All tLso< pint nt.all be pur.ed as ba.Ih arLt ultsr ;nafutlstiWl. C " .� ,,;; �.,r<� ,.;^ �� ..• r, � _�r,ir• 1. ��.c„":--..� f • + +1 ,.-t. ,,,irurA slrau nutariuf ■'M be tua:xtxd L ff,t t)xirtl t. tM to:druci✓. • — ' �. 1 -I Boil t ire a•u r C► v (� i -�� sr l' I'I1:a t FIA G vT t \ � z 1 l ,,,,.. ..,;r W,. „�.y:= x. �= ,.�� , _,' �.� ?' _ :` . ^.^. `; � `a �. '� r 3. Ag $/t•inch d.a.nelar Lai hams ahoN L. dr.Lxd uh t.,a pat's .mss tl L,a cnyrd. _... �.. �lr r. � P ;• ,...: ,;. a.. ^tom �, . - ..� �l ry ,•i• �jt— , inirc.ars • inchtt ird twntrxl♦ W t uirotxni r '�. W , �1 �`' o- . -•.` � / _y _,r �t;lrtlt Ar,gi►t A. Al bctls at.atl be S/t-Irish In dfarnslst sr.b.Eda1 • n a! o si 1 �- n 'f�•-._.._,� r p � ; s►yunxian b;+!'s,ucd st.a;) be turk•ixt=s4 ■ah Fu Arts uAd astaals .axhsrs ut luuxl 3/!f•11-ch ,.,�` _ � \ � t� �•- ,;� � �J ��Vk i-�, a � " - f'.vt♦ r!r►t1 aril �• ftcrr.s .4.4:as � s. ` J .' - n • I, warns tract and hin a anylxs st,aa have the outxla:,dinp 1068 fodnf in The dksctian of Faw to S£LTi1rN !:r At ; 6 \\ 1 4 / acini +s ,to.t• — -frame t:olb Inlaid aa R• 18.3 1 i ' d a4lrais.tss Ssct aA sf.stl 2. •1Su Kau five tl 3 !21 Anytu -� T -� f ]• IT, - 811' R Ihisad and$ cf hu:pe pia at that cots art roti rashaU Will be tlumh r,lh tht hin6e ucy!t. --- Czi4ops 1tuaCEa bm0mil the t,ut rata. Utt bag stock IN ile. FS ..� - :�.�..� — _ — l.-�.. ,f' af`r'o« a • TCH EXISTING t- (Sit Na a ..d.,2) 9 +u•ron�ta aM .. ac p tis arftr ta2sltalion, EIGHT OF WALL �� ANGLE t1� - 164 10. ss ut m .its n acl s faeas with a tact of sus yaoat q aka ya un Is malar airoa r + r.er �� CONFLUENCE �, _ / - �� _ - 1 4 1%)oe. r LIMITS OF REMOVAL �' 33'21'06'0A,--0 > c`_` -` .T•_ tri arq. -_ 11. fN barrilrt :4 vitt t unit rtt. is sidih,ult vena h:n6e ttu in width c/ tarriul. O -� 1 -ria. P;a �------ ,• & DEMOLITION '�l�`r'P, ~ r, {� ►J`m ie'sf _! 12. it Its bwrrttr rilth asmits 12 reai,;A&VIes on addrircnul tuo{<, an if.t t.rr1811ina of the but+io. 10 c d t +++ , / = J, a far botitrt aststd:np ! tad iA hai6t.1 w wldth,ut! 1x11• arpst xYsnlf spactl al a acamlau.a O SCALE "=5 — — — — — I�( — — — — — — s Gly r_..-_..-. ---- i"-F ;.�1•r ,R.�l� ` ' t. at+,i..-. / ,' al i isal Oa tanlst. `Cl�x F -__--�"�� "----_-_ � � .°.. , , t !•1. Shsar Ia iAs`a+ol st:o11 Ea tver:,r,c+t`aff/ para stwmlru-. 4Ns,atior E1t30,tsrr.rN P. EXIST. 12' x 'H RCB l I REBARS OF EXIST. HEADWALL -/� CONST, ROCK RIP-RAP Molµ- 1.�,er f=,r. s"`a' t`�;` ftt.r, s`.tirttf:ax 09•A.41G TO RE N EXPOSED DURING REMOVAL 1 "'ti''' -� _� , +a4e� t# 13.11a►tr It ptxi J c4 the ry4untollsat ror asdulV,41 1sy:k:rair.trte and iAAwiJ t`ps.. "tuns ROCK. RE-INSTALL WASHED AWAY Dr r_.s I� a TO BE EXTENDED TO NEWAa' EXIST. FENCE CONSTRUCTION 18a MIN. 1 90 PORTION OF ROCK RIP-W 0 - �"°' N DOWNSTREAM END OF EXISTING SECTiGN 21-I!I ------ from• Arata —lta, 1a.d tA.p• At:,iea !L4_ unit. . TO REMAi I _ FMB£00£D r•-• �= Sar+It► e. Ar6 sa lrrprt. lie �'f'pa`-- -Laaa_ RA �'. d I HEADWALL AS NECESSARY, _ _ l T II! SECTION E E f 2'r 2•r ' 2`ri x {'� 2 t2•r tiYr'e 2 ri I __.. i �, - ;S 1 (_C_Dq t4H, 5111121 x tar Fri• ante — 2 �r3r i•m2•:�_ +'t^ 2�r2'r, 2�s21•r!' 21'e2rrtai's ` t -- 4�i 1'c to 2•i ^, I•m!•r I` I•i 7•t 3'rTHIS RTION OF EXiST. 1 + s �,s; r2 `►1` j•# e; I.]•a;{ s•mlrr�' f}'+ 1� HEADWALL TO REMAIN <�, R-T t - - - -- - 1 ' NOTE- a = 4. t li;st - -1,. Cl TI`r3•a ahtar ��. DIMENSIONS OWN HERE`MAYBE-- , • � ,. r a - -' i 1 =, r S�1 ` li,A6t Mpt�_ r f - 1d ~er," Uf1:� to An¢1e ti\ 1 ADJUSTED-TO F/T FI£LD EXISTING t-a.;a -, W + + r' H'n;s Vile- f t) r e. CONDITI NS. c T""- '-t`' , ram - `�" _�= 0 •- ; • SAPS BERNARDiNO COUNTY `\\ :far Sam :rc:!c J a[nyt P:a. ,Jr i -1 f'1 t FLOOD CONTROL DISTRICT � r,a:,u f•MS14t1! ptvtl. by i�CAIC-- � ..-�r,a:nt Arif•ta- I Ct K.J.K. l 1.18.655 \\� 20' sEr.TION CI-CI r QUAIL t:_ ____ \ I _ isms trot Nit. It a 121 Mt Ito. 0a a4aarwlir:ian A.C. Cas t+ A4. dive SYl� IiaUT 6, Hap Rnq'e{ 1linya `�-� 1linEa ` s fIr I oil A 3oilc�s , z-V =t,tPITAII ii-tlt. f, vitiyt �" '• r !�� ' .1`115 w t j Trp 0o.4 VQ r%bl. -L�`trsctl;aAx DETAIL-PLAN ENERGY DISS/PA TOR s s f+oifft 'jr•t, T �, � ~' -` IMPACT BASIN WITH VERTICAL BAFFLE WALL l i 46 I ; stat. lo,tfa (MODIFIED) ! ' _-.r i5ta i<tsel3,SA•51 Darr st,_ ,sraca � 1,141 , , , - SCALE. 0 ,r 1 —5 ' 1 a. .,t iLCL1Y sl r �� I �i is 1 ��;els � - t a t t Xnprle 1 issad 9WA but a 6 nGr 1 1 Twit.d 9`ratL spcctnp .-. r ttav YdrlaLla 7 1 i 1 r GETA,C B t i i ! i 1 �UETAIL 0 4 ; OF RANCHO CUCAMONGAit:itl00'0.3 • ` / � tl �rry _- F� - �` Ithltr i�a. CONSTRUCTION NOTES CITY . %trans, s tnrerl 1 a t t` e O _ ,;r Ir rive Jr1 IMPROVEMENT PLANS FOR i , 5`cur Yin f CFD PUBLIC *� . • -__---.� �.; _ ..:�-=- --- --� !+t '- t 46 CONSTRUCT ENERGY-DISSIPATOR-IMPACT BASIN WITH VERTICAL. BAFFLE WALL (MODIFIED) PER STORM DRAW r - O DETAIL HEREON. FOR MODIFICATION SEE DETAIL HEREON (W=20') Q�pf ESS/p tt .. 59 CONSTRUCT PROTECTION BARRIER PER SBCFCD FILE NO. S.P. 101-1 (DETAIL HEREON) DETAILS SHEET � F,� C � d. 'w ~ 70 CONSTRUCT HEADWALL FENCE PER SBCFCD SPECIAL DRAWING I (SEE DETAIL ON SHT. 13) N Q �� 0 Ir,�.l:r �r.rintl^rl it.C�1�UX ft.C. PIPE ouT� r CFD 2004 01 (TRACT 16226 & 16227 u u r Le r f3 Ar ftp�H E L E v n r I r N ® CONSTRUCT ROCK RIP-RAP MIN. It v ROCK, 20' LONG AND l e THICK PER LACDPW STD. PL _ No. 20596 tT' m - -- NO. 3097-0 (DETAIL ON SHT. 17) SEE LIMITS PER DETAIL HEREON d* Exp. 9-30-05 Q* ROW200CJ�00274 S E C t I 0 N 91 DEMOLISH AND REMOVE WARPED WINGWALl. OF EXISTING HEADWALL �'9l CI V Il. �� - � a�or:c � FqF ��1s� APPROVED BY � p � DATE: � 24953 CITY ENGINEER / � �+��{CL / RCE N0 NOIE: ro kwiclitin C:xrlstrran,t8r SAN I3cRNAi�U1��0 COUitTY� ►itst,atl shako 3. DESIGN RECO ENDED O +A Sirutt it D4x'yr Catatl► ulu.G ticm FLOOD coNTROL DISTRIC r CITY OF RANCHO CUCAMONGA :OKICH asa. 7320 e35adhlArs caatciA.nq iNtl tiwrtsr ttutt hs dttlntcttd - Same. 0 an aI Fttlele Oiarrn6e. nCvastotls J4+:+- by OAt! CITY OF RANCHO CUCAMONGA VERTICAL CONTROL R.C. 4rine,CA 92611 i<.�.it, 11-10-85 BM 10090 DRAWN f vaicx9a9-est.C'.5 S C N U t t s fA1@ 949-251-0516 SHEEt/ SET 2e BRASS DISK IN CONC. CURB STAMPED 23 V - !tic :10, 'CITY OF RANCHO CUCAMONGA BN 10090 19870 D.L. v N e R s ! o t N t t R s s u R v r o ll s OF G AT SOUTHEAST CORNER OF SUMMIT AVENUE DRAWING N0. S.P. t01 2 (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED CE NO 20596 - --------- DESCRIPTION OF REVISION DATE CITY AT END OF CURB RETURN. YEAR LEVELED 1987 S.C.M. 2019-D1 APPROVED: ELEV: 1534.374 DATE •�BOr?FILE NO 1:\60400\CFD\SD03.dwg 3/17/05 , PROJECT SHEET NO. OF 1 ' f T p_:7- T __T_ _7 F-7 T= T=_ J_� A 7,51 F_ 15T 7- er� _F_ - - -- F I- t I �----F-f7-- w. —T- - ------- ---- grA 0 r J F18 T T— F—= FTT_ FF --T- a f F F EFFIE T _7 rf7_ _ F T T7 f -7- F T_ - --F -FFFFF T0R*- _4 7 : d A A .- 75� 77- F F M-y 00 T— -777 T= AL T_ I—qrcv All _FF_ -T7 T 4 -4, TT F—_ F --r_= r=IEEE iEE�r= w____ 10 �z 7� 7�� t� - I 7 3f zk_ FFFF -1 T T_ —F7-F F7 f j T FT ft tr w __p F Tf 7- 06 F_ T_ _ 7 T__ 1_7 7 F �107 F' r F- t -40 1 .06 F Tw-9. w __ —T- -7— : ------ - —f—f— Tt F FFF _F TFT—t -t F j - t - [ 9 -_- : _j (A� _Ff - I : - - t - -I [_ : - I I t_=7 7— _F _44 F F ON F Fr r- r- T C%--r-t F I R 77 A 7 77 F 7-7 7-T -F— -7-1- 14.1 7--T—T— _FF f _F 7- F r_FFFF FF T_ T_ T_T_ TT__ fz--:r FFF _F -vF FFF-- F 7— rT— F—T-- ��:�=T— I- - F__ T__ T_ ___F j- 11 T ;ijr,- 1_04 TT f7 tJ W.V�� 7_7T_.__ r_T7_ --f T� :_t -4- 1- F F Ur 90 Lf�- LF _oVw 00 t jt HA X :40 -0 7s� U? F= - 7TF777FT77 + 77�_ I— - =T_= 7F F J _F_ �=fT _F-7FfT FF 47 f7 I r7f TF-F- A�__'_[_ f I f A 1 -1 1 t t F F _F_ _f7F W;__ '- r- - �F _ __F7 FR RI C, : - F : _E-F-77- EfT 4— L__F- !V$.94 1,806flot—LE - F 7 F=7-F F F F FF 26 27 28 29 30 31 32 33 PLANSCALE 34 35 36 37 38 39 1 40' 0 1 qft 0 F74 AS] SCALE 1 40' F_ F7 OA Y GWEEW f3L 1/0. "227 _J�, x ? co) 'VIV lvrrc-.fRl ry CAU770M LINES_9 0 E 0 �TEKE-0( rlx.�m UE %E VINCOTYQF UVXYlqH (c f83 6QNTMC10R N t"4 4 r P? Cl, to 0 /L T_ _T w - 0 V) I _j 'T7 i _7 —ZZ 7 MtWrl NO. 9( F IN T 7 "Z�t` - , � j . -11 &W-s N 779777� r 7 T__ F A SHE I Ty T-1 _T _t �_L I L� k _L 42T�zi.A77_�__1>i X+611 50 .4t4 ittl 4 i's 14 474 i5 7A \1 yv� Vy _y_y Y-y-% -77 7-77�- 77 1 7 1-77 co J* 0. Y7 70 NOTE -1 AIL A OK �O IS fROT�1�00 BARRIE� D F 10� DETAIL Q� 0 6N$TR CTION, CITY OF RANCHO CUCAMONG CONSTRUCT 8,f RCP (D LOAD PER PROFILE) @ CONSTRUCT HEADWALL HNCE PER SBCFCO SPECIAL DRAWING III (SEE DETAIL ON SHT. 13) CFD PUBLIC STORM DRAIN IMPROVEMENT PLANS FOR Cr- sr -C Ok? CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PL 300. (MODIFIED OPENING @ CONSTRUCT VELOCITY CONMOL RINGS PER APWA STD. PI_ M3-0 & DETAIL ON SHT. 2 @ Es "A" (EAST) oil 1,5\. 2' HIGH x 3.5' WIDE) I LINE 10 @ CONSTRUCT MANHOLE NO. 4 PER CITY STD. PL 321 C -ye CONSTRUCT ENERGY-DISSIPATOR-IMPACT BASIN WITH VERTICAL BAFFLE WALL (MODIFIED) V�o V @ CONSTRUCT ROCK RIP-RAP MIN. lt ROCK, 2V LONG AND 18' THICK PER LACDPW STD PL CFD 2004-01 (TRACT 16226 & 16227) ER DETAIL SHT. 17. FOR MODIFICATION SEE DETAIL ON SHT. 3 NO. 3097-0 (DETAIL ON SHT.17) SEE LIMITS PER MAIL ON SHT. 3 CONSTRUCT 96' RCP (D LOAD PER PROFILE) G5 2 596 01 cf- Exp. 9-30-01; ROW2005-00274 Y (9 CONSTRUCT 9T RCP (D LOAD PER PROFILE) APPROVED BY DATE: JGI 61. CcOsr. Mg NO. Z Pgjt Cirt Sib. jig OF �,�Nl PIPE- CITY ENGINEER t�Al RCE No 24953 GA DESIGN motsi 17320 udU Am REC/��PDED CIW OF RMCHO CUCAMON S.ilt 350 CITY OF RANCHO CUCAMONGA VERTICAL CONTROL R.C. OOKICH k vine,(A 92614 /0, CURVE TABLE -251-8521 Bm poogo DRAWN Voi=?49 SHEET r + NO + StMULTZ fAX- 949�251-0516 R L T SET f BRASS DISK IN CONC. CURB STAMPED RK SML CQYMENC4� Wl + 'CITY OF RANCHO CUCAMONGA BM 10090 198-r �'�F6 % 'SfAX�Q '71.21 D.L. NIBS INGINNIRS SURVEYORS �UNFX CE 54 00 '24' 90 . 00 , 84 , 83 ' 45 , 86 ' QF— _0 AT SOUTHEAST CORNER OF SUMMIT AVENUE 23 0�ENfROA 4 ' 18' 720 , 00 23 . 94 ' 11 � 97 BANYAN STREET) AND ETIWANDA AVENUE, CHECKED 1 #5 (CURRENTLY RCE No 20596 DRAWING NO. Vl\ (C 39- 16 32 . CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 7 144# 1 90 . 00 , 1 61 , 70 ' 12 ' DESCRIPTION OF REVISION DATE S.C.M. r-v- F7-- 2019 Dl 2T I F_ I F�_e I F A f_!T_7 F(7-01 k4 1 APPROVED: ELEV: 1534.374 DATE FILE NO 1-\60400\CFD\SD04.dwg 3117105 PROJECT SHEET NO. OF at 'tV • -\ _ - - - zu _ All- .� - __ HE c � t 7 EVE ;� 4 4 PLAN SCALE 45 46 47 48 4.9 50 0 41 42 0 1"=40' ,Q,p1916 $ 0 NLw g �a C4 CONST• 477.50 LF — 90' RCP-1600 0 —$ •0100=1229 CFS PIPES SHALL IJAVE 1' ADD117ONAL COVER OVER REINFORCEMENTS V V =40.00 FPS _ —1 SCALE 1"=40' CONST. 134.25 LF — 90' RCP-1600 D „ I rr�r�r r J�1J, �� J-2 s•��0;�3'E Dfl. - - __ PIPES SHALL HAVE 1 ADDInONAL COVER SA WON Cr. OVER REINFORCEMENTS 1 _ . _ _.�,�- �_ _ �` \ - -__-, E� STA.50f03. 19 EC END RCB-® \. \ \ �� __ MATCH L/N� SES SHT. 6 \ _ — - -- \ 58 � - A— � - -��. — �Ae-.�'(�-J• �\—. — F �f—.{— ` I—T r�_N =(.�.�T`=li,lYlLa.�-��.J---%rJ_.9�V�~II�r�...,�.,L��(7,•t-1�1...+�...p-r"-``..+J._�`'�,-M-.—s—w�-�—�\T.'r1-._�` � ,—`—�\f—. -.+—t7i—✓_\- � � --J—---- -Y\` t s\ _ _r_'r ,—.r--" \\ - - — uiq IL. wG t � R DWGNV YU8b Y CITY OF RANCHO CUCAMONGA > �v'v� yv T PLANS FOR \I. \ \ CFD PUBLIC STORM DRAW IMPROVEMEN ESS/0 " SIN v _ Q� o,� _ v (EAST)LINE A CONSTRUCTION NOTES a V�_ \ No. zo596 CFD 0®4 ®`� Q 41 CONSTRUCT Jr AC OVER COMPACTED NATIVE SOIL \ �� \ \ V \ d* Exp. 9 30-05 * ROW2005- 00274 50 CONSTRUCT MANHOLE N0. 2 FOR 36' PIPE & LARGER PER CITY STD. PL. 319gl CIV 1L 0 FOF CALF� APPROVED BY - DATE:,, ® CONSTRUCT 9T RCP (D LOAD PER PROFILE) CITY ENGINEER \\��C\\�iT,��\ RCE NO 24953 ' 61 CONSTRUCT 10'W x 6'H RCB PER CALTRANS STD. PL D 80. DETAIL ON SHT. 2 9.25' DESIGN ..v.,• p320RdbiNAva RECOM E DED 6 CONSTRUCT TRANSITION STRUCTURE NO. 1 PER CITY STD. PL. 334 (BOX TO PIPE) CITYOF RANCHO CUCAMONGA eO Suib 350 TAI ON SHT. 3 CITY O00 0 RANCHO CUCAMONGA VERTICAL CONTROL R.C. ® 0 O[ICH �.�..a 92au — (� 71 CONSTRUCT WING TYPE HEADWALL PER DETAIL STA. 49+14.58 B Yoica 949-251-8821 RCP D LOAD PER PROFILE �+ r SET 2' BRASS DISK IN CONC. CURB STAMPED DRAWN f t N Y if i eax: 949 251 os1• SHEET- J.S. ry 73 CONSTRUCT 3G' ( ) LINE A CURVE TABLE 'CITY OF RANCHO CUCAMONGA BM 100901987* D.L. v milks E N o I N E t R s s u R v E Y o R s 5 OF G3 v 74 CONSTRUCT JUNCTION STRUCTURE N0. i PER CITY STD . PL. 330 AT SOUTHEAST CORNER OF SUMMIT AVENUE Q # R L T (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE; CHECKED NO 20596 DRAWING N0. $6 CONSTRUCT VELOCITY CONTROL RINGS PER APWA STD. PL. 383-0 & DETAIL ON SHT. 2 A 89°3 0 ' 1 1 ' 45 . 0 0 ' 7 0 . 3 0 ' 44 . 61 ' n CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 S.C.M. OC FILE NO 2®19®®l DESCRIPTION OF REVISION DATE APPROVED: ELEV: 1534.374 DATE — 87 CONSTRUCT TRASH RACK (INCLINED) FOR STORM DRAIN PER LACDPW STD. PL. 3089-0. DETAIL ON SHT. 22NEW 1:\60400\CFD\SD05.dwy 3/17/05 PROJECT SHEET N0. 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VACANT ,--*� / /----,.,--," - _____�_ - _� ,_� --'I 1 4 NSTRUCT 10-WIDE BOTTOM, 6- lwy IT�Cll,�N / AILREON,,_ _ * - � "_, "" " I-- ��__�.- / r--, ///�, _-_----- � / \\\ \ � I, /;:�� _ 120(50' -P. 2).50' ,"' ---' T BOU I VACANT @ MASONRY GARDEN WALL 6- HIGH PER LANDSCAPE PLANS (ALL CELLS GROUTED SOUD) I �l Civil- 6 � � I TR. 227-2 - EDISON CORRIDOR — 16227-2 ' J_ EDISON CORRIDOR A \ " CF CA0 ' I-----. - I OFFSITE GRADING PERMIT-4 > vu V SITE GRADING PERMIT y / @ CONSTRUCT CHAIN LINK FBCE AND GATES PER CITY STD. PL 607 1 TO BE OBTAINED PRIOR . I TO BE OBTAINED PRIOR .__..________ ' 1.01- 4 4(Y DRAINAGE EASEMENT — I CONSTRUCTION ,O 1.01- -6 40' DRAINAGE EASEMEN I CONSTRUCTION 0 (5 TRANSITION COMPOSITE CHANNEL FROM 12' WIDE TO 1 OFF WIDE BOTTOM I 0 1 0 @ CONSTRUCT DOUBLE DRM CATE PER WCD SPECIAL DRAWING 11 (SEE DETAIL ON SHT. 12) CITY OF RANCHO CUCAM I 1�, I 5r./ -�� ,____k_---- I 3r. -�� __k_---- @ CONSTRUCT BOX CULVERT WARPED WING-WALLS PER CALTRANS 0 15' 25' 6' CHAIN LINK (9 Ifl- 1�z I I 1� . 6' CHAIN LINK (9 "' z" STD. PL D86-A. (PARTIAL CONSTRUCTION AS NOTED ON PLAN) RAIN IMPROVEMENT PLANS FOR cc 9 I 11 r FENCE --,-. �_ - 15' . 25' b.f FENCE . I-1� @ CONSTRUCT CONCRETE RETAINING WALL PER DETAIL ON SHT. 16 1. -, �, -,- - 0 1 -- -_ - 1.0 - 1. 12' 1.01 , 6* 10, - 14' - � 1.01 �_� LINE "A" (EAST) % " �1_-- - -b. �_ 4 - &- �� __ @ CONSTRUCT GUARD CABLE FENCE PER DETAIL ON SHE 14 2.0' - 14' AC PAVEMENT I- _��- *NOTE: 14' AC PAVEMENT - - - __ Z - _- 5.5' 1 6.5' - I �_ . - � ,-1 - 01 4 - - �_ __%lk� �__ - I @ CONSTRUCT PARTIAL BOTTOM AND SIDE SLOPE CHAN�NEL LINING PER DETAIL ON SK. 14, MODIFIED CFD 2004 - D -I- ___ lk-� CONSTRUCT 8' HIGH WALL ONLY I \� * . -TW*- __ �l ---' &-� (SIMILAR TO DETAIL ON SHT. 16 WITH 2' DEEP CUT-OFF WALL IN LIEU OF MASONRY RETAINING WALL I - - - _. 46 � FROM STA_ 59+68 TO 60+19 4 .. A- . 'Tw* , 2% �0 - ___ I REON. 2% (_� , T (g) CONSTRUCT SLOPED PROTECTION 13ARRIER PER LACDPW STD. PLAN W60-0 (SEE DEAL ON SHT. 18) ROW2005- 00274 � " - � H IF ��_�_ . __ I " ,� . / / 0 � . , . 1 -1 I -I- I wl.- 1\ - -.;, . _�_� T� , - .. ___ . --' 7/-�� . -1 50 ' . _ l/w&lklv -1 - I'L'5 % I" ' ' , ^ DATE: �/ . "I . > 2- CUT-OFF WALL co 2' CUT-OFF WALL * , ��, _x_ . 1�; � - � GRA \ - 1_�,* _- 9� - - .. Zo * I CITY ENGINEER 1PJt�lfp6u(-111PZ& RCE NO 24953 1 ,�� \ . � � --k- - . ___ I .1 _ I - - PAD ELEV. *� ---,-_� �__*I 1 '02% - PAD ELEV. r� ___-_�_kj- 2% - - �01111 17320P.&RAII,it. � R MEP - 0 � - t ::!�:_- DESIGN . ,- - _DED I �l , I I- � ,_� -— S.ils 350 - �_ , .-"'�, ""_I- 9- .— GA VERTICAL CONTROL R.C. OOKICH kvine,(A?2614 &I, - i .- co ! _kl 6 ___ - , " - , - _kl BM J10090 Vdxm-249 251-8821 (/l i � ,0. _,� _� SET I BRASS DISK IN CONC. CURB STAMPED DRAWN SCHULTE FAk 9025 - ,I, SHEET I �_._ 'CITY OF RANCHO CUCAMONGA BM 10090 198-r MARS INGININIS SURVIYORS 0 ji � SECTION - SECTION rB--",\ D.L. 6 23 I — OF � �_I--_�,EXISTING GROUND (§ 12' WIDE BOTTOM COMPOSITE CHZN—EL ---K,-EXISTING GROUND (4 10' WIDE BOTTOM COMPOSITE CHANNEL �,V AT SOUTHEAST CORNER OF SUMMIT AVENUE : STA. 50+33.19 TO STA. 59+66.99 STA. 60+19 TO STA. 61+00 (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE., CHECKED 110-1 No 20596 DRAWING NO. � I CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 ! � � __ ___ DESCRIPTION OF REVISION DATE APPROVED: ELEV: 1534.374 S.C.M._____ DATE - - '19-05FIl E NO __ 2019-Dl I I IlF I --------------------- - — ____ ________ - — � magiLl'Ilizalci%lmglllogailm;omlmloasllllll19=— Z�� I F- I F - __ F F I F__ F; r F - - - I I -F : f__ _F t F-, I - m __ F F_7 1 1 F _ F , rL M-�__ F F F E I F I I Fl I F t T__ F v F F I F I I I �___ - T------ I - t- ; a-- - - p F I f . 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I � . � __ �� .�- ,-,- __ .- - �--- . - - :_ � - �� '. - I r � �� -. __ : - : � I � __: �_ I - - - - _=_ ____ -- - , : __t__ ---T__ I I __-I -I � . : - _ __ _ = - 11 � - - __ - 1 t__ - - - __ � ,- _ -F t � _ = � _ � � � ]� �___ - - __ =,--- ___ , - _ __ _i: __ I I - - __V - _ : - ___ - ._ _ .- - _ _ - - , --- �_ _ - - - - - - _F7 -__ __7 ____ _ _ - - ------- - - -- - __ ' ' � . r � I _ _ : _. - �� __ � �� -- � 7 -ri�7- - � - .- � I - .- :- __F � : � - - .- � : f-A _ _ - - - , - - - I: f - ____ 11- - , F F_ -_:-_ ,_--_t,-_- :__-___. ::__- �-_ ,----= �=_ _-___--� :--. __: =_-_ ,- --, __ - =- == = I-.,- - - - - - , - - - _ -_ � - -- - __ - � - - 7F---- - IT - '--' � -7 __ �- ,_7: __ --__ F___ __ - - =T - __ FF_ F F __ - - __= - , : I -- ,-- - _� ___ _ : - _ _ - -- --- -__-_ - ___ - __1 _ � . - - � - - 1 I - - - - _ _ - - � ___ - - ____ --- _ __ I ,_ :__ - r - :_ - , &� - - - -_- __ - -- P_-- -- 11 -- - - - - - .---- -- -- - -- - - - - � .- _ : � p I .. 11 - I I . � - - __ _ __ _ _ - 1 - _ _ - - ... - - __ - �= 7 - __ __-If = _= - -----__ = � ___ - - i �� - - -P �P _____ - _FV7 - - - - - - ., _____ I F - - x - - - _r_ - - -- . --- T___ _ = :,7-F- - ,_=F- ,-__ .-1-1 LN-- __ - -- ___ - 11 : : . . � � �_ _r __ = - �____ �__ � __ , - 7 , F_ I I I ___ -, ___ ___ -____f __- -__ �,_, = :_�_ � __- �__ � � r, _- :- - � I "__- : � - - __ �- _; = - �__ - .- --- ___ ____ __ - �`f - - �- � - - - - -, - - � - - I � - - - _- -- �= __ _____ _-__ 11 - -- - - - _____- :-: -.- ,_-- ----- __ =-,t--_- . - � _ . ____ _7 - ., : : � � � . � � - � : = - - � - - __ I - --- , i � , � - - t I___ .__ - _. � I _ - - - __ _ :� �p E�� r- _ _ __ - _ ,---- I '___ ___ - �- - I I - - -- I , � 7-- 1 . � _� -1 7-- -7 F- - - __ ____ __- -- - __ __�:_ - - __ - - __ __-_ , �__ � --- - _ _ ___ __ - - I [ - � - _ - __ w � : � � _ , - - ____ - �_ _ � _ � ,_:i� __ " _____ -__ , - r�__ �_ ___ - - - -- - - - - I - - ,--__ __- :* __ � ___ ,_ - _ _ _ � - '� : __ : - - = - . - - --- ,-- I - --1 - I __ _� - � - 7= _-, , - -r- - -- - - .. - I I ...... ---- . I I _ _ - - - --- :_-___-_ _Alz� _-_ :__ _ : __ � :,:--, �� - --,_ --- - - ______ .... � . - - I - I,:: I I _ --, � _� _ ,_ __ 7- --- - __ . - - -:f7- - __ -- - �_ -� � - � T- _F7� - - _ _ I -111 I - - 1 _ _ � �'_�__ = - - - :_ - � - - - f.--- ., - - - : , ,-__ - _____ - -, ::��_ _. - � -- ,----- ,____ __ - --- __ F = - , -�� t� 7 - --- =__ - �� VEP F =_ := =-- __:� : I . - �i7_- ___ r__ -F__ F7 - - ___ - , - ___ JE -_7 __ T:=V_=F-= t= - � ____V-=-- - _�T t � - - - F T 7= - -f7--I -- -7- r r -=F f___F7.__F__ F7r7V__ %_ -� , , F ____ � _ �_ __ --- - . I _ .- - - __ __ ____ = -.- ._ _ - --- -FF � =� � - � __ ____ ___ __- � --_,, ._. _� .__ ��<J _t%, - _ �___� :- I . - 1 . I —- _� _ 7 _ m iT EEP: �f� F ��F - -F.-F _F 7-- - _F_ _ __ - -�:-- FF __p _fT F---F--- - --k---- V__i__ FT _ _ _ __ _ _ ��___ - - 7- __- - - - _F -- k -- -- ' -- - . pp_F.- ____ __ - __ - , - _F_ ____ � F - - - --- - . __ - F ___ - � - X� -- __ __ _ . _ _ - - _F � .. . - � ::-_ -,= __ - - , - [ I - .- - �_I __ r- ___T____r_ I� I - � - - � �_� r_ ,- ___r__T___ __ '_ __ - � - () - 4A I . I'll .. _= __ �_____� � -1 __ I � � . 11 - : 11 . - 7 � .�-__- , -- 11 11 :- , - �� --- - �=_ t��= _-_ ____ ___ __ - __ I- __ - __ � . � - --.-.-- _= �__-_ , _�:_ ___ =_ - - ___ - - - � - ____ -7- �__ , __= =_- ___ _____ - t Z6 . - __ __ I --- - - - - --- - - .- �+-- - -_ - 1, -:, f-_ __ � - - - __ ___ .__Ft-- -- , , F_ 1____F I t t t 17F t 11 — I ____ -�- 7- �___ __ - - - --- � . - - . __ ,JIL�7_7 - - - - T__ �-F--- - . _ w ( -1 -_-_, =_ _ - � : -___ __ 7T - S_ Tt, I- -__ - - - _ _ _ _ - _ _ - - - - ___ - - - - =T--T---- 77--�.- -- . - - - - --F- --F------ --- - __7 _ _ 1. . , � . , ,= , ___ __ _ _ __ - - -- - - - -- - - -- - - -- - - __ � . _ :�____ _ _ _ --- - --_- .---_-, .---- :- -- - __ 1 I __ �_ � : __ �' i, __ t��r - . __ _ I :. . _____ I . . � - . r= � �- �� t_= __ = = - t , -� - " I' ll ------ �=�� f - __ - � - -, : . . ,---- . .... � - __ - - - _, - I - _____ -_� 11 - - � -, - :� ____ __ _____ ___ _ __ _� - �. - _ , - - . "I - � � - __ ___ � - - .--- ___ - ___ - _F - - _--_ I � � - ... - __ __ :__F-=F-' .- F r---�-- -F_ __F: =:f7F_ ; I - -11 F _ - :7 --- I r- _F -FF w __ _ . - —FF F7 _f7 F - _ * FF _F _F FF— � p rp - F F F - 7-7 -_ _ . , � , - - --- � w , T__ - _ _ - - - - - -�:- ��- I I �- -,---- __ __�� : �_ � __ - , I � - . I : — — t — 17 — ' ] A— 4 :—J, — _ ___.r� — ___ __ — I - — __ -1 . — I �_� _ _ % — p___ _ ____ _ _ . — , -- "--- - __ t ,-e-- - :_ � _ � - r- -11 . __ - -__ ___ - - -I I -� - - - - - __ ____ � ____ ____ __ - ___ __ - --- - � - __ - - _ I— - T_ - - ____ ___ __ _ - T----i - _ � - - T-----T- - -1 --- ____:�_ -, . I ___ - � = ___ ___ __ I - ___ - __ .- 7= - 7 �__ _i_-- _._ ____l - ,_1- - , I -1 , ----- --- � - �, I - _=F , - T__ -, I __[_ -----, I __f ==__ - ____ - - __ - F'7 I FF , - .- r��= �FFF tEE _rRr9 = �_F_ ______IE�P,--- --- - -17F � - __ - T F F -.= _=I=_ - =K � �� - _r- - - - - T_ --- - - - _f7--- - - _ -FF = F__ - , � . __ __ - _�_____ - - __ �_ === � _t F , _ = T=-- _ . - - Fr' - __ �___ _ _ 15T.rG - - I - - -- - __ __ __ -� � ___ __ __ __ __ __ = = - __ - _--_ _ _ I __ . - - ___ __ I ____ - = - - __7_ ___ - - I -A . I- � - �- . - I �= i : - __ __ - I - - - - __ - - 7-- ___ __ . --- �� __ - __I � �% - _ _ _._ _ _ _ Pr_ = =F-F _ _ __ - - FFF - . . - _�I-ir - F - F F - - __ - T=_ __ -_____ -AV - . - . � =_% __= --- - � - __ - - - --- - I - - - I % - % I - - � __ � � - : . - __--- - - -I == --- �:::__ __ � ----" - � . I I - =� � = = __ - =_ I - .---- _i___ __ - -. _____ __ - __1, ____ -7= __ - ____ = -__ --- = .I- ___ - -_. - - � - . - - � - -- - - - = =_ __ --- :__- __ _, - - --- .1 F_ _ �__ � - =p - - - % _1 -- - _. - -F_- r___ __-__ _= .1 F - _ - �_t = �_ _F7 1 1 �r _ _ _7__ — v�t=r_ E--_" t — . i — — — ��p _ _ — —- �= = — — ,---- __ - — — __ — _____ _____ --- � — — __ = — — — _ _ — __ I _ _ — . — — — ___ ___ — — __ I — I — _ _ _ _ � � — = — - — — = ____ __ ----,% — — _ _ _ ---= __ l=_ .___ , __�. — — __�=_ - - �� I - - ___ ____%__ ____ __ - -,F------r- - t - - f= , - __ ___ � ___ - _ I - ,\ .--- __ IF _ __F � __ - - .- .- - - - - := - - ---1� , == � =� = - - _�_ -- - T___ I - --I---- __ - ,- - - - = - - _T_- 7-- 1 - I - - - - .- - - _:_- = �7 - �_-, = - = __�::__ - � I - - ___ - � �= 7:------ - - - - - - %_ - -, - __ ___V_-V_- - �- � � - __ � =� ._ _ __-_-___,��___ ____ __ __ - - - __ _�V_ I I -__ --- __- __ __ -- :_11 i +__ _ _ .__ Ff F I - - - _F - - ____ - [ - 7- t- - F F_____ --- --- r=_-F 7 - - I . 1- 1 177, - � = - �p - . I __ - - - __ __ __ ,_ T_ 17--- -- I - T___ - --- I I:- - I I = ____ - t - I-__ ___ ___ _:----- __ ��_____�_r_ __ ___ _ ,- - - - ____- '__-. :___ __- � = -____ --- = ___ - 7 �: , , ___ - ___ 1. _... - - : ____ -, I -1 - - . � _ p - -f - l___r, __r_ %---:- =__ ____ __ I- ___ ____- - ____ __ - '� I - .... � - � I f - -____ -____ ___ --- __ _ - - . - - .- I- -, I _f,- I I - - __ __ -- .--- 11 __ - - _F7 .-____ - T__ �_____ fTF7-- F---7f_f_._t__ __1 =T= =I- - TT,-T _F7 � ___F_ - � - I = - =I-f- , L� �__ __ - :__ �__ - - _ _ __ ___ :,____ --- __ - - . - :7 - t---- --- I .-i i - tf-_ _ _. _ __�_=___ �F�:7 _ �� X =-T--- - +_f__i____ __ --- -F7--Fr I ___ __ - : , --j- Ft7F -F-F7 - -- - F- =-=-] _--� - __ - - -1 __ __ _7 - FFTF -F__ .__ - -r-_-k------1 t7 :__ __ � - - -F r :�Zl� _: - - I -- --,A - - -F---%-F- - -F-�-_ __ J___ __ F___ _: __ � FF- - V_ F------ F t-F'�FF ka � - I __ I - � I __ - - - _ - -- - -. ��__= := __ __1 I - _ 901w � - __� -_--_ - - '=% - - - __ �_=_,_____, - � I -- - - - - - . -- - _ --- - ___ � _-_ ,= _= _==_�_= "I .. 1 % _ _ _ _ -I-___-f___-4-____ ___ , � - - -t -j -4 r- _[_�` - � a — --—t _= __ — — --- . '* j __ 2 FF— 77M= J—= - I—— — . — ____ -- —= ——_— 7=— — — .— ____ _ _ __ _ _ ____ --- — — I __ ===T77 __ f — _ _ __ F —= ,—=— — --- _ :_ __ __ _—,_— __�__ , __— ____ __= — --- — __ - __ : . _. — - — — __ ____ - .� _ __ - - _____ -- I-- I - - __ - -1 lr_ _____ ------T- - - - - - __ - - __ _ _ - __ :_______ -_-____ �_�- �_ ,___ _ _ �_ - -= ----I--- --r---- ____ - __� - __: _ ,�� - __- ___ - - : : - 7 - - ___ ... - .- - - ___ ___ �_,_ __ - - - _ _ j - ,� - -i ___ ____ I - - ____ �__,_ - - iz- _-_ 1 --t --- I--- --- F - ___. _ - _= --=- �__ --- = :-- t_-_--_A t � iiF F T:-------- I r I FFFFF _ _ - - - - � , -- 77-7- - ___ - - __17 - - .- - ___ __ - .- -____ ____ = -_:_ -_: - _F__� __ - - __ - - � %_ � I r, � I __ _�i__ -i_- _ ,---- I__ __ __ -,-- __ --=----- - - - : - - - - I I � �-, - ,- - __ -1-__ __ __ ': �_ _ --- ____ - __ == --- I - -- --- - _ __ __ __ �_ __ - __ - 11 . - � � % - �_ - __ - I - __ __ __ -I- __ -== �=_ - - - ,- - - � ______ __ i_____I - � - - __ __ %_ I— - - 7:_ __- ____ : _ __ - � _� ,- _ I _- ----- - % __ - _ I 1 1- - - - __ �_____ - - - - � . , r�VAJ... � ,; - I - _ _ ___ � .- � T tf llf- __ __ - T___ % -11 1 % ___=7 w 00- - - I ___ __ --- ____ - _o , __-__ : , -- - I _.. = ------ __ :_ -____- - - �_1- ___ __ I - - - 7 - f - � __ VT__--. __ ---- -=l �____ la� "l-- --- - - --- __ - --- R:L N � - 1= - ___ - , - - __= = _: -1 "I - - : - I I "I --T=- ___ I I- - __ -- ____ - - -% :-- � �� I : � __ . __ .__- - - , - - - - ,-= f:�� --T - � V_ _ __ -141fa- - + - F_ -`- ___F_ FF----, I-F - - - __ - . :ii -, - - -- - _4__ __ - .- - - - - - _ ; -w -4�L_ - - __ � - __ . - - � = __ __ - = I%,-- __ -- I �- - - �__�_ - -� �- - -- =__ = - I I '= _�� __ --- -,Pa- (46 .- rL- I r ___ __-j ' l-t= ,--- 7�:__ = � _F - �: -=-+=-- --- _ _ � - __ - - - __1 ___� - ____ _ _ __F T7 —- % , I — __——— — — . __ — — — — — — — __ - — — ____ � _____ __ __ — =__ — _ _ I % _ ____ ___ ___: ___ —1 — t__l_____ 7 r _ _ -7 — __ __ =1— _____ __ r , ' I _ _ — � � - __ ._ I . . __ - - ----_: - __ F_ -FFFf - - __= - r � - - __ __ ____ 5r - . � � - - U.Td - ,k t: . F F --F - ___ - � __ - __ - - _____ - - - --- _ __ _T___ ,-- - - - - � . I .1. - - - - .1 - � . __ - - � __ - __ _ �L - I - --- - - . I I L %L = - =__ , - ___ _ ___ :_:- - �=_ ___= = �:::__ -�_- ,-_--- ____ ---_--- ____ = ,-- - � -- - � I - Azl - - - I . - _F ___ - . - - - t _ - F _ F_ __ ___I—-f-___ I— __ __ ___ - I __�____ _,._-- -__ ---- - _� - __ - - - . - _= ____ , - ____ , - __ ____ t__ - , - - - - - ___ __ ___ _ _ .- ___- =F__ ___ --- . - T_ r __ ___ - _F F_ IG - . :__ ___ QF ot = F9 t = ______ F __ -r__r_-_ V_ f r - - tE== = � � - - - __F__---f=-- -T-__ 7----_-_ __- ___ - I - --- -__1- - ""' - :L-,"_ I - - . I - :-1__= - % - , ,- - I - - - � _ -, . - - - ___ ___ --- __ �= � = : -- - , - __ - ___ � I L - - ___ , - . __ - � I =_ W= - __ __ __ ' ' - �L .--- -__-t=_t_ ,______ __ I— ______ I : __- ,----- _ _ . -. : __ � : - ____ __ ____ - --- --- =�=� -t -� - I - - - - - -11, - - I - - - - - , __ - - - ___ , - -- __ I- � - _ :__ - .- - - .-f--,- - - - --- - - - - - _� __ = -= - __L I - -_77- - -F_V_ ___ �__ __ ,/.r F_ = !'.,A-,- - 7 - - ,-- _ __ i __ _ _ - -- ,--- ____ - _ . _�_ � _ , � :,_ �:__ - __ __ __ - - _ _ __ - - --F-77FT F __ F7 - - ____ _i__f____ __ __ - r___ - __= _= - L -- ____ __�_ = ___ - 77 - - - - ____ - _ ,_ . :-_ _ 77�� - - _-- __- r--I--- - - _ 'I �_- %_ --j_-__ '' ' P- - -LL= - -1__ --- . .- �_ _ : :_ __ ' ' L,_ , � , � - : . �_ 1. - - � — __ F_F7 __ _—__ � — __ , - — — — _= __ I — —__— — � — — ____ — _� _ _ — I - .- �_ — — — ,— _= — __ __ - _ _ — I - IL I LL := _= - - - - - - __7 �:___ � _: , - - - - - _._r_ - - - -r- = -- -F - �--- t=t=-:t-_=F ,---- :_ I- . - �L ' - :_ -, ---- ___f___ ----: --- - - - - - - - - .% - - � : - I I :_= - - - __ __ , -T7 ___ , _% - - � - I - - - - :-- - ____ -__ -F : - - - ' I . - - . . I I - 11 - - � ,- : ,_ ,:__ - :_ - - - - - 11 - : . 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GROUND No. 20596 m CFD 2004- 01 P. 4 - - - - - -0. - 8 CONSTRUCT 4- WIDE BOTTOM & 5' DEEP TRAPEZOIDAL CHANNEL PER SECTION THEREON f-n - ACCESS ROAD Exp. 9-30- 5 _-,j - 2' AND FULL CHANNEL LINING PER DETAIL ON SHT. 14 - 20 *1� ,-)----- ROW2005- 00274 � _ (, 4@1 1 ,_*�__ ----A----, TRANSITION 10- WIDE BOTTOM COMPOSITE CHANNEL TO 4- WIDE BOTTOM TRAPEZOIDAL CHANNEL civo- /, / ! I - . -1 _i - @ , - / - _ X - k. ',\ , - DATE:W'tl-;�(�; 2 - --A--- I OF CA0 APPRO - I i 1__�_ I ___ -I- ____ ____ @ CONSTRUCT 10' WIDE BOTTOM, VARIABLE DEPTH/COMPOSITE CHANNEL PER DETAIL ON SHT. 10 CITY ENGINEER ztut-lal�w RICE No 24953 � . i 8 1 \(�-N 2' CUT-OFF @ CONSTRUCT MASONRY RETAINING WALL PER DETAIL ON SHT. 16 �a�_�� . � i ; ROUGH GRADE-,, '\ I _j WALL CA DESIGN moase 173209c&JAv& RECO, �ED 0 � I PAD j @ CONSTRUCT CONCRETE RETAINING WALL PER DETAIL ON SHT. 16 Suits 350 1 �,M � _ �- I CITY OF RANCHO CUCAMONGA VERTICAL CONTROL R.C. OOKICH k vine.CA 92614 rf T � I (g) CONSTRUCT GUARD CARE FENCE PER DETAIL ON SHT. 14 Bm 110090 vd"""""' r., - (j) I DRAWN SCHULTZ FAk 949W-016 SHEET- � SET I BRASS DISK IN CONC. CURB STAMPED I i @ CONSTRUCT PARTIAL BOTTOM AND SIDE SLOPE CHANNEL LINING PER DETAIL ON SHT. 16 0 I NGA BM 10090 19d7* D.L. HIRS lHolmllits i SECTION __ 7 23 j OF � (@ CONSTRUCT 10' WIDE BOTTOM VARMLE DEPTH/ COMPOSITE CHANNEL PER DETAIL HEREON AT SOUTHEAST CORNER OF SUMMIT AVENUE . � (�� 4' WIDE BOTTOM TRAPEZOIDAL CHANNEL (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, W_ 0596 DRAWING NO. i r--..- I-..-- ( ) __ /_Jk 'RCE NO2 � �_=_ I I I I I F F ITF F_ I I I I � F- F_ I I - — I I F F_ F1 F I F_ F F__ I - F I __ f f I I r _F — — t _F p T= I I I I I I p r r _ f t I F_ ____ F F9 1 F7 1 1 F f IF Fr------ I F-__ r____ i Fp p F F I F F I I t t ; - _ F F7 I I F- V:5�_l � - -_ I I r FF F_ F T -1-Lb�- f Fj I - I - F I ��_ F- -, —1 .- I - I F____ I ll:", I Fi__ � -. I � I --- � - i I F F I F-99 1. VrN I r F___ I F I F__ I I 1 8 1 1 �; ffr I p F F I F 7� . I � I r @ CONSTRUCT ,C THICK CONCRETE ACCESS RAMP (STRUCTURAL DETAIL SIMILAR TO FULL CHANNEL LINING CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 .-� i STA. 61+36.50 TO STA. 69+70.13 DUAJL ON SHT. 14) DESCRIPTION OF REVISION DATE APPROVED: E EV: 1534.374 S.C.M. L TIE -1- FILE NO _1� 2019—Dl — � I __ I __ — ..I.. ____ i =11MO&OMMISAllawassm., � - I � I 1-.\604O0\CFD\SD07.dwg 3/17/05 li ! i PROJECT SHEET NO. OF � � ! � I 7— _T _F_ _T_FF A t_-� I - 77 A- j 7 — m FF FFF F-F-FF �FfEF - __F_ __ -- - - - __ _ _ T T7— T -F-F- -r- -1 Ef F FFFf 7—F t-50 F -F __F I - t _F7 FFFF T F FF- F FT F _ _ F- l f 7- F_ --FF- t--_ ___F_ F7 __ _F J F _F_ _F FF A, F F---- FT 7 r F F F F 17 F Pf 6 F__-_ VA W- _F_ _F-F_ -F`F_F__F,__ _F F F_ _pw T T I AfV w Tr T 77 FFF- _ j t f f- - f _ L_ f f f no F 7T___ NOTJ FFF _F F .-F Tl A, EUT)�nY CA F�qR 7—F-1 - - � F -_:j MIT" --FF F- : T F F-- F- FA F F7 ----- _F F _F_ F__ -FF F_ 7- -F 77—f——I T T FF -7 _F_ 7—–7—' P__ FJ7 _f7 F_ F F-7 7= F I F F- F- F 77- 7 -:-, FFFF f FFF F F_ rF- F 0 T T—_ 7-- 7 7 1- F= FT T= F_ 7 t -�41 f.6a F_F -r- r :7 I -j- FT T__T_ –7 F-�7- _17- 77- J__ p F LIA 01 qE- 1 7 7, _7 p r-r- _J F F_ F_ F_ _FF7FF T F FFfF--F F F �7_ q fEEE I=— — __ ��T = F F F ' j T__ - FF-Ff 7 Ff7 FFF w 5 [7 FF 7i F J7 F_ F_ F-_FF 7=F FFA :.-F- F= T 7 __7 ILL- 0 -FF 7— V--�2�.8 _T7 E� F---F _F F r q_ _F '7 UE F 7 7— =7 - _TTF=_� FT Y r I tjQF JFZ F t 1-1- [7 F- FFT T___ T 7-- -71+ __7 _FFFF �F FTT_ I t f- _F f F F F_ F� F F 5- PLAN SCALE OBO O� 6 91`p�` 7 71 72 73 74 7 1"=40' 6 77 78 1-0 K C4 0 W + I :,�t :8 CONSTRUCTION NOTES 11 0 100=40 CfS 266.81' 56.45' 0 CONSTRUCT 1 AC OVER COMPACTED NATIVE SOIL 0 p V =I 1.00 fps C4 0 100=40 CFS MASONRY GARDEN WALL 6' HIGH PER LANDSCAPE PLANS (ALL CELLS GROUTED SOLID) V -15.28 IPS CONSK, 70.13 LF,w. CONSIRUCT W5.IJ LF - 36e RCP 1200D CONSTRUCT CHAIN LINK FENCE AND GRATES PER CITY STD. PL 607 4.00' BOTTOM PIPE SHALL HAVE 112- ADD117ONAL COVER OVER REINFORCEMENTS CONSTRUCT 4' WIDE BOTTOM & 5- DEEP TRAPEZOID& CHANNEL PER SECTION (�)ON SHT. 7 7RAPEZOIDAL CHANNEL AND FULL CHANNEL LINING PER DETAIL ON SHT. 14 C6 CONSTRUCT 31f RCP (D LOAD PER PROFILE) V CONSTRUCT CONCRETE COLLAR PER CITY STD. PL 329 -IAN @ CONSTRUCT ( T`HICK CONCRETE ACCESS RAMP (STRUCTURAL DETAIL SIMILAR TO FULL Cl NEL (�,41 LINING DETAJL ON SHT. 14) < T R A c T & .41 V, SE& SH T j ErAl A ?5 7 7 A j( SCALE 1 40' 7F /,x C, % 7 A 19-Y UV A jai 0 lop 47 C47 r4:': CITY OF RANCHO CUCAMONGA > 41 0 NO WORK SMLL COYME CFD PUBLIC STORM DRAIN IMPROVEMENT PLANS FOR NCE WTHW,ME 9dUTH, MFORN14 EDISON CORRIDOR UN77L *SUANC� r rF ENC"ChMENT PERMIT, Y I . LINE "A" (EAST) 7 70 )_T CFD 2004- 01 No. 20596 01 71% % Exp. 9-30-05 wVtm StIALL COYMENCE W7HIN THE LAD-WP, ROW2005- 00274 'I, cl V I�_ � PROPERTY UN77L ISSUANCE OF 0CRaAChMENT' W CAI I - i APPROVED BY DATE: PERMIT. CITY ENGINEER RCE No 24953 DESIGN MORSE 17320itdhil Ave. RECO ODED Clw OF RANCHO CUCAMONGA Suile 350 R.C. DOXICH k vine,CA 92614 J9 A is CITY OF RANCHO CUCAMONGA VERTICAL CONTROL Yokc 949.Ul 8821 W -A (EA BM J10090 DRAWN SCHULTZ FA& 949L251-0516 SHEET"'/ CURVE TABLE SET t BRASS DISK IN CONC. CURB STAMPED A R L 'CITY OF RANCHO CUCAMONGA BM 10090 1987* D.L_ PL R3 INGI-NNIRS SURVEYORS __Q___OF23 AT SOUTHEAST CORNER OF SUMMIT AVENUE A 66*35 ' 03' 90 , 00 , 104 . 59 ' 59 , 10 , (CURRENTLY BANYAN STREET) AND ETPWANDA AVENUE, CHECKED O&W-C No 20596 DRAWING NO. CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 T_ EP I I I F_ I F F FT F I I F Fi I t F F F F F Virg I _�g 66*35 ' 08' 180 . 00 , 209 . 19 ' 118 . 21 DESCRIPTION OF REVISION DATE APPROVED: ELEV: 1534.374 S.C.M. DATE V3f/gW.)FI,LE NO 2019-Dl 1-\60400\CFD\SDO8.dwg 3/17/05 PROJECTSHEET NO. 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PL 3 9 "' N �� Z CFD 2004-02 CTRACT 16226 & 16227) O.F10•�y� Dp`Y 7 � ® CONSTRUCT 10'Wx8'H RCB PER CALTRANS STD. PL D80 DETAIL ON SHT. 2 � No. 20596 m 5+�•1 �FL t._ 36 . FLAC.71 9 CONSTRUCT PROTECTION BARRIER PER SBCFCD FILE NO. S.P. 101-1 DETAIL ON SHT. 3 d* Exp. 9 3D 05 *� ROW2005-00274 \ �� FL © ( ) '�` CIVIL �Q' � © CONSTRUCT TRANSITION STRUCTURE NO. 1 PER CITY STD. PL 334 (BOX TO PIPE) qlF OF C+1-�F�� APPROVED BY . ' DATE: ��°' 63 REMOVE AND REPLACE IN-KIND EXISTING AC PAVEMENT 0 CITY ENGINEER t�T�t RCE NO 24953 64 REMOVE AND REPLACE IN-KIND EXISTING AC BERM DESIGN N O!f t 17320"if Ars. R E C M D E D 67 CONSTRUCT DRAINAGE STRUCTURE TO JOIN NEW PANEL OF EXISTING DAY CREEK CHANNEL PER DETAIL CITY OF RANCHO CUCAMONGA RC Suib350 I. ON SHT. 19, 20 & 21 & GEOMEIRICS ON SHL 14 CITY OF RANCHO CUCAMONGA VERTICAL CONTROL o o K i e a Itrins,a 92614 SEE BL0W UP DETAIL OF REMOVE AND REPLACE/SALVAGE EXIST. CHAIN LINK FENCE AS NECESSARY FOR CONSTRUCTION R V E TABLE SET Z BRASS DISK IN CONC. CURB STAMPED DRAWN fAk 949-251-051 0 i \ ® �I I :t M Y l T: FA7f: 949-251-0516 S H E E U i S77R(JC7TJRE p/y$/-!]; 14 ACCESS TO SBCFCD PROPERTY, PER DISTRICT sPECV�. DRAWWG I (SEE SHT. 12) �J 'CITY OF RANCHO CUCAMONGA BM 10090 1987' D.L o N I t i I N O I N 1 t a S s u a v I Y o a s 9 23 70 CONSTRUCT HEADWALL FENCE PER SBCFCD SPECIAL DRAWING I (SEE DETAIL ON SHT. 13) # R L T AT SOUTHEAST CORNER OF SUMMIT AVENUE OF A 81 ' 02 '30' 45. 00 ' 63 . 65 ' 38 . 46 ' D ,eEv�sE� TGY ECE�,vr�ory ,z�p� i (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED E NO 20596 DRAWING N0. II CONSTRUCT SLOPED PROTECTION BARRIER PER LACDPW STD. PIAN 3060-0 (SEE DETAIL ON SFiT. 18) B 31 .46 '26• 90. 00 ' 49 ,91 25 , 51 ' DESCRIPTION OF REVISION DATE APPROVED: ELEVND534.3748 RETURN. YEAR LEVELED: 19a7 S.C.M. DATE 3• FILE NO 2019-D1 i I:\60400\CFD\SD09.dw9 3/17/05 1 PROJECT SHEET NO. 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PL 607 TO BE OBTAINED PRIOR CONSTRUCTION CITY OF RANCHO CUCAMONGA > 0 CONSTRUCT 8' WIDE BOTTOM do 5' DEEP TRAPEZOIDAL. CHANNEL PER SECTION e ON SHT. 11 1_0' 40' DRAINAGE EASEMENT Oq AND FULL CHANNEL LINING PER DETAIL ON SHT. 14 It DRAINAGE ® l/c'S? O 61 CONSTRUCT 10'W X 6'H RC8 PER CALTRANS STD. PL. D 80. DETAIL ON SHT. 2 EASEMENT CFD PUBLIC STORM DRAW IMPROVEMENT PLANS FOR 65 TRANSITION 10' WIDE BOTTOM TRAPEZOIDAL. CHANNEL TO 8' WIDE BOTTOM TRAPEZOIDAL CHANNEL 6' CHAIN LINK 47 P/- Q 2.0' 15' I 25' FENCE Q Ohq //�� Of SSf ��N ��'i� (WEST) 69 CONSTRUCT DOUBLE DRIVE GATE PER SBCFCD SPECIAL DRAWING 11 (SEE DETAIL ON SHT. 12) — C' lF 45 14' AC PAVEMENT 1 10' Is 15' 1.0' 0 ti� �J, 76 CONSTRUCT HY WIDE BOTTOM, VARIABLE/DEPTH COMPOSITE CHANNEL PER DETAIL HEREON Q ACCESS ROAD _10. " ) N No. 20596 m m CFD 2004- 01 P DETAIL ON SHT. 16 \ 1.01 5.5 4.5 A:� d Exp. 9-30-05 7© CONSTRUCT MASONRY RETAINING WALL PER 4{ *� c1V1L ROW2005- 00214 78 CONSTRUCT BOX CULVERT WARPED WINGWALLS PER CALTRANS 2% I ql STD. PL. D86-A. (PARTIAL CONSTRUCTION AS NOTED ON PLAN) '� F AF CA0 APPROVED BY : / J DATE: 79 CONSTRUCT CONCRETE RETAINING WALL PER DETAIL ON SHT. 16 82 S 1�1P`� >2' CUT-OFF WALL CITY ENGINEER /(/�/� < �/�,�,r�� RCE No 24953 80 CONSTRUCT GUARD CABLE FENCE PER DETAIL ON SHT. 14 ROP AD GRADE �� 2% * SLOPE VARIANTS CITY OF RANCHO CUCAMONGA DESIGN "0"1 Su43 Odh,NAva RECq €LADED ® CONSTRUCT PARTIAL BOTTOM AND SIDE SLOPE CHANNEL LINING PER DETAIL ON SHT. 14, MODIFIED =Gr ,✓ (SIMILAR TO DETAIL ON SHT. 16 WITH 2' DEEP CUT-OFF WALL. IN LIEU OF MASONRY RETAINING WALL '' 79 H D SLOPE(S) CITY OF RANCHO CUCAMONGA VERTICAL CONTROL R.C.RC ® 0 0 K I C H 4vin.,a 9261! H VARIES (5' MIN., 6.10')'k BM J10090 Yoic«94Pu105 5' 14' 2.8:1 DRAWN 83 CONSTRUCT 10' WIDE BOTTOM VARIABLE DEPTH/ COMPOSITE CHANNEL PER DETAIL ON SHT. 7 SET 2' BRASS DISK IN CONC. CURB STAMPED scNuir: Fax 9492s1-osle SHEE 85 CONSTRUCT SLOPED PROTECTION BARRIER PER LAGDPW STD. PLAN 3060-0 (SEE DETAIL ON SHT. 18) 6.10' 14' 2.30:1 'CITY OF RANCHO CUCAMONGA BM 10090 1987' D.L. v L NIRS INGINVIRS s u R v i r o R s 10 OF F_� 11F SECTION D L ,E�Evr�5E0T.�f/, RFs. �CE!%9T,tliv [;,t�,/� r AT SOUTHEAST CORNER OF SUMMIT AVENUE 89 CONSTRUCT THICK CONCRETE ACCESS RAMP (STRUCTURAL DETAIL SIMILAR TO FULL CHANNEL LINING EXISTING GROUND (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE; CHECKED NO 20596 DRAAWINGn NO. O DETAIL ON SHT. 14) 10 W/DE 80TTOM COMPOSITE CNANN£L Q DESCRIPTION 0 F REVISION DATE CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 S.C.M. 2019 D1 STA. 2�3+54.00 TO STA. 28+81.42 APPROVED: ELEV: 1534.374 DATE _ '� FILE NO v 1s\60400\CFD\SD10.dwg 3/17/05 PROJECT SHEET NO. OF _ RV� - - - _ - -` _ _ _ -- _ - - - - - =7 -- - -- _ - -- _ _ � - _ FT 17 _ -FF - - - -- -F -- - =-_____ _ _ - _ - -_ _ _ - _ _ . _ I I I F _ _ � �, ., - - _ _ - - - --- - ____ --- I .-__ I , : - � _ - - - ___F _ , I _1__F , - � I __ - � - � � - .. I I I I I 1. - - - . . , ; F ,_FF F K .- - � - - - - __ : - I - - - I : � - - : :- - _ __ - - - ... 11 : : � �__ : - __ - - I " - I FI F- _ 1 - - - -1 -L __-- � I I 1� �. 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T-T_ r- - - _. _-_.- -__.-. .-__ -__.. -... .- _.. -. - - - -.. _ .- - - = -_17 - - f FF _ - _: : fi �: ase L _ - FFF __� _ _ FF FF 7 _f=- -.- -- _ - r= -- _ - _ - -- u , - FrFF - T- _ _ __ _ __ _ _ ��- _ - - _ $ - M777717 -. FF FFF F _ t - 31 32 33 34 35 36 37- ____ PLAN SCALE 38 39 40 r , - \ 42 42 - ��/ � 1 CONSTRUCTION NOTES � \ _, - - / , �,� . ,._T \ `- '� �- -�� - \�- -_ �\\ -�/ �� \ --�,� �\ �_ TUBAL T COURSE �•� �� /-�� 41 CONSTRUCT 3' AC OVER COMPACTED NATIVE SOIL / �� ,._- �, \ r __ _.A -� --� / \ \` 45 MASONRY GARDEN WALL 6' HIGH PER LANDSCAPE PLANS (ALL CELLS GROUTED SOLID) /,_ ~� /� 1 ___--- -_ - - �� \�-- \!` \ �`\�\____�� / _-------- -----_/ \ - -L. - - it - 47 CONSTRUCT CHAIN LINK FENCE AND GRATES PER CITY STD. PL 607T WER LINE ALIGNMENT-- - _�-----T- ,7 / \ ____ ..ice- F-j- \ T \ C_ _ Q CONSTRUCT 8' WIDE BOTTOM & 5' DEEP TRAPEZOIDAL CHANNEL PER SECTION ®HEREON _____1�;/-- -- _ - �\� ___-,- _-_. � __ \ �� _ \ \ -"- ~`- _ � \ -%.-- \ ___-r-_.__ ,� / AND FULL CHANNEL LINING PER DETAIL ON SHT. 14 r \ \ J' \ \��. 2153.7 X / __,_� > Y �� .r AYLIG FILL 4 53 CONSTRUCT 6' WIDE BOTTOM & 5' DEEP TRAPEZOIDAL. CHANNEL PER SECTION F HEREON --�- \ �\�-- - -- �" 11 NpTU UCOU / rt r -� ® _�-�- _� \ j ELEV. 2152.00 AND FULL CHANNEL LINING PER DETAIL ON SHT. 14 __�/ �--- -_ - -__�_` \ \ ___`� / --_,� _ \ _;\,"<T!54.7 ! �-- `-; . !._ 2 --/ \.. 66 TRANSITION TRAPEZOIDAL CHANNEL FROM 8' TO 6' WIDE BOTTOM 7 t ,_-- � ,\, -- \ _ _`�� I ~`__ - L/N€ (W£ �} L1 W (FAST) _"`_• O r \ I-, ''-- _--tea�_3�L \ \._.� \ '- %\_.. /-- + /" \ \ J , _. _ \ x -- / _ - - 4 31.40 -- 89 CONSTRUCT 4• THIC-K�0 RRETE,ACCESS RAMP (STRUCTU DETAIL SIMI TO FUIl CHANN -LINING-._�� 151 Z '_- --- - - _:. / / r�� _, _,_� �- - 0 r \ \._. \ ---__}.._ 21.5 \ _/ ``- CALE 1"=40' � __, � _ DETAIL ON SHT.-14 \ __ \ - _ "� 2150�` -_�\ r r r rte- r - �-- ------ �� - ��__ - �.�� __ r \ ____� __� __ _ ---- - - \\_/�"_ / � - _:____� - � .--._-...--_-"�_�_ ------ =-C----------- - =/''_=\... --- -- ---- ---Ja�Jlf-� - ------ - ---- ------ ------ ------- -= -----�i-=-..J-� "_�� - /) ___/ ,�, cm �/// -- -_- - _---'�----- .� ------- -- ------- - - - --- ------ Q--- -- - - - - __ ----- -- ii T _ .I - _`__,_ SOTTO W/ 1N _ - 2 / i � _ v ' \ - _ ® p Ta /� TK4NSlT 0 \ \ \ \ d - - -�- / I \ ` - �� \ _' '_- --� ter--. �.--- '` 0.4YZIGNrF/L� S�E,$H]r 14 AOR BLp -UP �� IE__ 2145- 9 ift v I A W _ _-� _ '� u $ u _\ \ ` _ -,__�/ _ - P -- - D� �' ___ ,-,9-- � I I- - dc14 �3 1;K_ - --- ________� --- \-�------------____L._ '___ - --� � O ��` \�` _ T-BOt`I Y • �• - as �, 52 47 �'Y 66 lu ,� k TRA N a oA . a - _ - / - k , - -. _. - = . .,_,- r.. �--3 T.._ h�, SHT. a a a �o 0 3 I �- ,-•._. - - _ �� \ i �T 4.50: -- r_.. I r ._ A - ----- \ - OR,4/AfAGE GNMEN = _`' ::<• T -- -- r co- - _- i - r -- + �- -® �--r= - ..---i-- T�-= - - -rt f1 � tt TT i i�1 I ' _ _ I I /� T-rr�- 'LMIT - J �_<.. �-� _ N T I •"� � 89'29'0 W �� ... ....: ..a... .............a ,,. :--� l I ►I 1 2 3 sa ::_: 1' f i :1 8 4 - � 7t .34 rr 2 T� •�� .2 4 D 1414 �, III a' 1 :24 _ .�. .• •.•. •.-. .-.•.•. .h$... ......•:•:• :=r`•. 148 '48. 4.$ 1 2S4 08� 2 �1 2 '.-�: �-.. ` . .. _ . FS 1 W.. ,. .+..'..... : �. . 2 2 .f �. 5. �f31, .1. ` �.-:.•._ _•--:.-'_•.= :F� :is :��'a`� TW �t i'• _- .,.1.1 �s'`� f :\ << : = _ : : F --][ - _ :�.' r a _ t _- __ ,�_- - _. _ ____- -__ . a .a .T� 1111-- _ f �: _ T >. a a y 1 i '1, ' a --I,---Ir f a q -- F p r .:-. I .-• -6a a. -- `l i I- 140 `b '1, 5 ti O h I h .,. 45 P/L �- � T 4 `ti I ti 5 L,r I ._.- r11. / I ti ti E'e• I I s i - ,, , 1 /- - w r d I t - '. t 1 _. - - ( ! f I _- -....r ' _. [ 3' ; a -_-. _ . i d j{) r l fI 11 I I ` z , t ',r. 1 ,..,.. - / , .` !. J /- - - t �- -- - - - - ? !i° T t ! / ��- f� \ /� I6 (Ti � --__ - \, - I �� r - t _' �-\ �� -- --� \ 213 5 -\�`,,_ �-- -- . % , _-_-� '\! ;.' / -- �-. 1A ______' 1/1'c;�_ I--- \ [ , _____ _=� / __ -� I -- - -- �-` I TRACT \h �� --�- -____ ___�,____ �\ if - -,//- \ ---------- __� _:�� 1. LINE A (WE6r) // \ , \L,q ' -__� I R. \ti Ar R. - - - - r.1 : 0. t DRAINAGE TRACT & DRAINAGE TRACT P/L ALIGNMENT BNDRY. LADWP P/L ALIGNMENT BNDRY. LADWP PR®PERly( - - - �PR®PEily ►'�> _ - CITYOF RANCH® CUCAMONGA > 1.0' 27.50 12.5 1.4' 27.54 ^s 12.5 _A 0 EXIST. GROUND , --- � EXIST. GROUND , � I'.. 15' 5' 47 / 45 151 L 47 / CFD PUBLIC STORM DRAW IMPROVEMENT PLANS FOR ir I _ Q�pf ESS/O - > - o �� 2.0' 14' AC PAVED 8.5' i 7.5' 1.0' 2.0' 14' AC PAVED 9.5' 8.5' 1.0' �q C �� b. q� / EXIST. GROUND - .- �G , / EXIST. GROUND �,� F2 ACCESS ROAD 1_0' 12.50'1 ��,�1 / :) ACCESS ROAD - 1•p' 3, 3, %�y� / �, 1 i ��, CFD 2004- 01 �®® ®� l� �! � No. 20596 �" m 4' 4' _ � _ 41 '' - '--�---A-- 41 _-- _ - / --�--- - _ d Exp. 9-30-05 � 29: � 4� / 29' ` - -1- __ 4� / *�9 CIVI! ��P R®W200 ® ®0274 _I ti� 1--- - - ___ -- - 2' CUT-OPi` lFOF CAE�� . - h• *� 9 til' APPROVED BY DATE: � ROUGH GRADE 9:N J � 1' / ROUGH GRADE 9:1 1 WAK r cuT-oFF PAD i CITY ENGINEER • hj,�O_��IPJJJ� RCE N O 24953 i PAD11 1-11 DESIGN o . 17320 Redh r Ava r,_ _ _ _ _ _ _ _ _ - - 4 WCL - - - A _ •_ _ - _Ak _ _ _ _ _ _ - 4 ' CITY OF RANCHO CUCAMONGA R.C. BEC_ 7 DED 0 Suil�350 //� CITY OF RANCHO CUCAMONGA VERTICAL CONTROL o o i c H 4vne,a 9zau 8M X10090 1 V.k=949-2516621 DRAWN SCHULTZ FAX: 949-2510516 SHEET 53 SET 2' BRASS DISK IN CONC. CURB STAMPED 11 OF 23 5Z SECTION E SECTON F AT SOUTHEAST CORNER OF SUMMIT �NOUE 987" 1 G _ D.L. P A NESS [NOINIltS SUtviyotS TRAPEZOIDAL CHANNEL 1 1 TRAPEZOIDAL CHANNEL 1 1 ; STA. 29+91.2,3 TO STA. 34+00 ( ) STA. 34+50 TO STA. 42+55.19 (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE; CHECKED C/% E NO 20596 DRAWING N0. DESCRIPTION OF REVISION DATE CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 S.C.M. APPROVED: ELEV: 1534.374 DATE - 3•I 'vrl FILE NO -D1 I:\60440\CFL)\SD11.dwg 3/17/05 PROJECT SHEET NO. OF i i !0'-0" Spacing 10 -0 Spacing Spacing 10'_0" Spacing 10��- 0" Spacing PIPE - MATERIAL LIST Typical Rail and Truss Panel Typical Rail and Truss Panel Typical Rail and Truss Panel Typical Rail on-d Truss Panel Nominal Outside inside Weight End to or Corner Post Line Post Line Post Intermediate Post Diameter Diameter Diameter per Foot 2 -% nom. dia. x 9 --0 std. t Y nom. dia, x 8'-- 0" std. Line Post - °I- �• 1 % nom. dio. x 81-0`' std. Tension Bars. 2 % nom. dia. x 9 -0 std. Line Post 2 N N ,, 2 . -°�- --�, 2 (inches) (inches) (Inches) Lbs. gals. pipe with. gale cop ga�v, pipe with gaiv. cap = gale pipe with gain cop 3/16 x 3/4 min. gaiv. pipe with gaiv, cap 11 ga. wire ties nl 7go. spring steel II go. wire ties N I /q nom. dio. std. x at 12" 0.1c. tension wire with �''� of 12 o.C. gate. pipe rail . y 1 wire ties at 24"o.c. 11/4 1.660 1.380 2.27' 1 /4 nom. dia. std. •r 12 ga. x I min. , xt goly, pipe rail at 16" max. o.c. 'y 3/ dia. Tension Rod 1 ' 1 /2 1.900 1.610 2.72 �, L •, ' � - w+ h adjustable tightener � . wire Pies --- o 11 go. wire ties and fittings (See note 7) ,• Tension Bar ti �' ligo. l _I y ,y 3/16 x 3/4 min, y (total 6 each (total 6 each % r 2 2.375 2.067 3.65 ; y post-equally spaced) x ;;: post-equally spaced} � ly '•,,, �`' ' ' • y . 21/2 2.875 2.469 5.79 12 go. x I" min. , •' . x . at 16" max. o.c. „ �, �� _ „ 7ga.- spring steel tension 2 Mesh 72 2 Mesh, 12 wire with II ga. wire ties chain link fabric x 3 3.500 3.068 7. 58 • chain link fabric at. 24" o.c. Y err •" .�,.+ ;ss �. -3/0" �� » :.. l 1, ;I i•", _ g ;� Note: �I + ,� .� I I,:� - 31/2 4.000 3. 9.11 / dio. Tension Rod 1/2 crown . 1 N � � t i°? - Intermediate Post to be i • /2 Crown ; N ' ' 8 with adjustable tightener .al 1 .; with smooth •;; ;;� ,°1 I', installed of not more than . 'I I ' • o with smooth I' Gl and fittings {See note ?) 1,:. trowel finish � ' �v 'I I ' o ' trowel Pini h 4 4.500 4.026 10.79 :I . . 9 ;.�, •�_ •'u ► 1000 intervals s D.. .(typical) •,:o o C7 •v , • ,. 'I I ' . - (typical) 't I ° Note: �� o �' •• •• • • 6 6.625 6.065 18.9"l 4 12" dia. or -0- 16 dia. o r -C3- J ° For corners, Typical Rail 12 dia. or -a o�,—' r ' ••' ' ' and `Truss Panel to join _ ' 8 8.625 7981 28.55 Post in both directions 1611 dio. or -CS- � TYPICA-- i VAS jJ __ 10 --0 Spacing Clear Opening Varies 12' - 0 to 26 - 0 10'- 0 Spacing Typical Rail and Truss Panel- —TypicalRailan Truss -Panel ' Gate Post I % nom. dia. I %q, nom. dia. Line Post Line Post 3 %2 nom. dia. x 9'- W std. Tension Bars std., gaiv pipe std. goly. pipe Gate Post I %2 nom. dia x.8'-0" std. NGENERAL NOTES goly. pipe with gaiv. cap 3/g x /� min. for gate frame stiffener gaiv. pipe with. gaiv cap Z /q nom. dia. Std. N I) ga. Wire tl@S gaiv pipe rail rat 12 o.c. 1. All Chain Link fence materials, fittings and installation shall conform .tof ' Cut - Out for 3 11 the latest edition of the Department of Transportation Standard 12 ga. x I" min. Chain 'a Lock /g dia. Tension Rod Specifications, Section 80, ".Fences" and this Special Drawing. at 161' max. O.C. (typ) g" x 611 with adjustable tightener and fittings ($ee note ` ) o 14• _ g I 2. The fence fabric shall be placed on the outward facinq. .side of the. posts, > _. 0 io stretched ,.t ut, and-§ytp.ly. fastened z.unless otherwlsp- shown on.- the plans__.. �. -� O 7 a spring `tension 3. Clearance_ between right-of-way and fence fabric s-hoW be 6" unless N g sp g '^Y otherwise shown on the plans. wire with Ilga. wire 2" Mesh, 72 { ties at , 24" o•c ' ,. � chain link fabric 4. Il g les s ll pen inwar , e if o note c v s10 A o ha o d xcept t.herwise d r :th s� i u -pro ns. it 11 ga. wire ties (total 6 each °;1 t Tie fabric to top, -�- •; Plunger Rod Catch °' I I'. 1/2 Crown °•) 1'• 5. All gate hinges shall be heavy duty malleabt8: iron or steel, industrial s bottom and stiffener .• u`'` ;I' 1" with smooth ;•lig% service type 270 degree swing, non-removable, of approved quality post - equally posed) 1 I'. , .• Q of frame with 11 ga. 'Ire 12" dia. or -C]- (° trowel finish '�° N ° is ° _ . and design, and small be fastened from the inside. e ' j• Note: 'j i °, wire ties at 12'`o.c. 16" dio. or -0- •:I I' '• (typical) °� ° o Provide stops .to hold gotes open p` �• - �• u� • ° ° ° 6. Secure galvanized cap to post with %4 galvanized round head rivet, or tack weld, W as directed by the Engineer 12" dia: or - Q DOUBLE DRIVE GDETAIL Z Adjustable tightener shall be turnbuckle or equivalent, having o .6 minimum takeup. 10'-0►` Spacing 4,_ 011 10'--0" Spacing Typical Rail and Truss Panel Clear Opening Typical Rail and .Truss Panel 8. Diameter size of Line, intermediate, Corner, End arta Gate Posts to be W 1 Line Post as shown on this Special Drawing. I /2 nom. dia. Gate Post I 1. 1%2 nom. dio. x -0 _ �: 9. All bolted hardware .items -shall. also be, tack welded in such a mannex as to Line Post Tension Bars std. gaiv. pipe 2-/2 nom. dio. x 9 -0 std. std. gale pipe with N x 3jt6 X3/4- 6 min, for gate frame goly. pipe with, gaiv:cap goly cop prevent .removal by unauthorized individuals. r1 " nom. dia: std. N tl ga. wire ties 10. All fence fabric scall have a 12; wide s7crizonta!!y pointed stripe along the gatv. pipe rail at 12 o.c. center of the fabric. The paint shall be a reflective type orange or approved equal. After fence fabric has been' painted, a sample of sold paint. shall be Cut - Out for 3 given to the San Bernardino County Flood Control District, Operations 1, Chain a Lock /g dia. Tension Rod Division, along with the manufacturer's name and paint specifications. (typ.) 6"x6" with adjustable tightener o and fittings (See note 7) >< Fasten gate catch to post6" , --.-C �� NC 12ga. xI" min. , CITY OF RANCHO CUCAMONGA > „ _M 2" Mesh, 72"• - .(TYPE CL-6 �• 72 FABRIC) 0 at 16 m.ax. o.c. chain link fabric CFD PUBLIC STORM DRAIN IMPROVEMENT PLANS FOR ►I 1:. 7go. spring steel •r • . T'ie fabric ' t/ Crown . 'I I' r o 01 DETAILS SHEET • I 11 o. wire ties tension wire with • ,+ - 04 �.. ? . t.• �= N �� FD 2004r 01 (TRACT 16226 & 16221 { ( g + + •• to top and .1 1 o with smooth 1 ^ Z C No. 20596 .'I 14 (total 6 each 11 ga. wire ties at ° 41 1'f: .•.r r • • , •+ 1•. 1 EXP. 9-30-05 �, :`!�..' post - equal I 2411 a C. • •°1 t:. bot tom of I 1 • trowel finish • A •• = �, *� civil_ s ROV!/2006 00274 . , s acedg y • ,I r• ° frame with ,. .� r °'. _ (typical) o qlF > ¢ p ) U I I:;• �• �' Q` I_\F APPROVED BY . DATE: , ' !6 dia. or {3• ,U• 11 ga. wire />•� " CITY ENGINEER • �6�Co IIIIIZ ��l RCE NO 24953 • ' ties at l0o.c. 12 div. or -T3- CITY OF RANCHO CUCAMONGA '" "' REc DED 0 DESIGN I �� ti o■s vaso xavu a.a CITY OF RANCHO CUCAMONGA VERTICAL CONTROL 50 R C ® DOKICH k,eau 92614 /' 7 • BM 10090 vo«�949 2511121 WALK GAT. DETAIL SET r BRASS DISK IN CONC. CURB STAMPED DRAWN f C H U►i I PAX; 949 251-0516 SHEET 'CITY OF RANCHO CUCAMONGA BM 10090 1987" D,L, P L N/R S ENO 1 N 1 1 R S 3 U R V 1 Y O R S 12 OF 23 AT SOUTHEAST CORNER OF SUMMIT AVENUE (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE; CHECKED E NO 20596 DRAWING NO. DESCRIPTION OF REVISION DATE CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 S.C.M. 2019-D1 APPROVED: ELEI: 1534.374 ATE _ FILE NO 1:\60400\CFD\SD12.dw9 3/17/05 PROJECT SHEET NO. OF 10'-Q" Maximum $pacing 10'-0" Max. Spocittg 10'-0" Maximum Spacing l0'-Q" Maximum Spacing. Typical Rail et 4,-0 Typical Rail 81 .. - hY Typical Rail' Oki Truss Pane( , ypical Rq! Bi Truss Panel Typical nail 8r Truss"Panel T peat'Ra�1 a� Truss Panel Truss` Panel CI ar 0 e i Y e p ,n.•ng Trus Panel End. yr Cor: Post Line Post Ln.tcm�dlat 'f?Qst Gate Post PIPE MA"rERIA-L �� ., .. , �. ,�_ „ , 2 nom.dia. std. 3"nom: dta.x?'-ld,std. ; ' 7ga. spring stl. tension line 1 , " • g post 2V nam. dia. x 7 -4 std, 3 nom.d�a.x?: -I,V std. 9aly pipe with line post 3 nom.dia•x T - 1..0 std. afv.' .i a with wire wifih 11 a. wire atv. t e with ntv ca to be installed at ga(v pipe for g P p 1,g 9 p p 9. p+ , , - _ gals. p.ipe with.. gate frame Tension Bar i bm.inal Qujside inside Weight gale. cap ties of 24 O.C. gate. cap not more than IOQO intervals - N galv,. cap, s te' x s 4" Min. biome er Qigmeter biometer per Foot CIJ 1114 norm dia.s#d.gdlV,ptoe rail 11 a; wire ties t „ UnCheS) (irches) (inches)- Lbs. }. 4 �, Cut Otit fcr I /4:.nom. dia. std. ,r (tYP � at 12 O.C. gatv.'p.ip ail. ,Tension Bar typj _ - ,8c Loc3S e r s _ _ Tension Bar N X3/-4° Min. sjt$"x`3/a" Min. 2�rn` T h 1. �-/ t , - � "o �� est, 2"c ain l l�4 I.f60 . 1.380 - �! s/a 4 Tension. Rod with sd. o �r Q io Fasten gate "� (ink fabric 2.21' 1, adjustable tightener a catch to post 12 go l Min: fittings (See. note ?} Ilga.Wire ties fl- at 1./2 t.900., 1.610 2.72 IG Max. 0.C, , 72►, (t.gtgl 6Qch -" � � - chain link fabric post-egugl y �/ _s/a'' Tension Rod with adjustable r, spaced.) tightener a fittings (See note 7) ' 2 2:375 2.p67 3.65 " - - N 1 N u % r �N .l Note ': ,1 � To of Channel Wall 11 , Top of Channel u �� -s p 1 + light weight " d - � � y �•-.._.18 long ht L8 long, Light weight�q For corners, typical, -t2" !on , Light weight Wall � �� metal inset (See note 9) 21/ 2.$l5 2.469 5.79 metal insert Rail 8k Truss Wire metal insert (See note 9) , Tie.fabric to to and 2 (See note 9) Panel to join Post in 18 Lona, lightweight -p s " 75 both directions metal- tnsgrt(See gate 9) 1: bottom of frame .with /a Tension Rod with. adjustable 3:500 3.Of$ 8 1.1 g I wire ties qt 12 O.C. tlgWener 81: fittings (See.note 7) 3 �/2 4-.000 3.5 4 8 9.11 GATE, 4. 4.5Q0 4.026 10. 19 TYPICAL F"' ENCE ELEVA"r [ON . r,yP1C`,,-AL WA L.K 6 6.625 6.065 18.97 8 8.6.25 7.981 28.-55: Typical Rail Ek 10' . U, Maxim4m. Spacing _ Typical Rail a Clear Opening Varies 12'-0" to 26,- 0" Typical Rail -s- t ___ �-- - -�. Truss:` Panel ptcai�t#al '8, Truss Rine Truss' Po '0117- 7Truss Panel ga, sprim% stl tension wire Line Post with 1 ga wire t�gs.afi 24"O:C. r 1 �/4 nom:dia. std. galv.. pipe stiffener Intermediate Post 2/2 nom.dia.x?'4 std. gale Gate Post pipe with- gaiv. cap �+ Tension. Bar 3"nomn., n.�x.7 IO std. gaIv. Tension Bar 4 nota. dia:xl? -lQ "std. s .e r ith' atu ca s „ 3 ,, You .0 Tension Rod with adjustable a " R R . 9 R /la x. /4: Mt.n, goly pipe with fig /ta.:x 3/4",Mtn. ghtene-r f fittings(See note ?} GENERA /.p►p..e gale eap cu . NOTto d. Tension Bar Il Q, st ------ -- 3 .y-:: a ;, � ,`goiv pipe roil{t�y .), --- /�a. x /._4 Mtn :t3 i. AIL Chain Link"fence mgteriols; fittings and instpllat.ion shall conform to c t t h,e la est edition ;of: the Depvrtmerit of Trans ortation Standard 2` mesh •72", >�od P. 3 Te„ hie /a OTension Rod'with adjustable $ ec.lticotions S ctton 80 ;ren.ces 'and this S eclat D win chain: fink:fabrto -- /a 1' 3�g 1 Cut-Out for P: e A t rg g stab @ ?1 '. ad 1g: not e - + tightener &fittin s (See note Z) o;ct tits See 9 9 Chain 8c`t~ock(fy .:) 6 _ , ,. =o t�n9s � •- >: 1 tit co `; 2. The fence fahr!c shalt be: Ioced on the outward. foci id t s ts, A •,,.,., , ng side of he posts, �- sire.�ched taut`, and s. cure{ fastened unless otherwfse`'shown on the tans. u an Y A 7. me �. • - � 2- .s: chain'link'fabric 3 . a h , • . -. The fence f ,brtc s ,a11 be 9 ga•"e ,u,,less: otherw,i.se specified 9 < h - we 9 .. To of Chinn I Wall' v 119 ole � e = p � . n.. 1 1, Ncfl . at ,neer- 18 long,. iigh weight--l-41. Plunger- Rod u et '� m. i t Sea not .9 Cgtch 4. A.(I gates shall open outward,,except` if otherwise note-d in the special visions. r°' !8 ion light wei ht meta tnser a )a,t >!� A . pro - 9; . . 9 : O metgl' lrisert.(S a.e note 9} 1� Tia fabric to top. 9 -d 2 nam,dia std: ga(v. P, .. :. 5. All ate hinges,'shall be- htov duff Ma.11eabte iron or e el, industrial t o for' a 9 g. . Y Y o . feel, bo#tom of frame.,with R:t? g fe�frgm$' ; . ,, :, ery e' typo,• ;270 .de roe- swlo _r ., s... Le,. g, ., g, no gmovable, of ap _ roved qualit I1 ga.wI re_ t►es at l2_Q.C. . P y and. .design, `p.nd hall be Eos ened. from fib inside: CV 6. Secure galvanized cap t;a post witi� �q" galvanized round hemi rivet or tack ,vfe(d. 4"rYPICAL DGULELE DRIVE (3xrEAdjustable t:. hten,r .s al be" u u 7 .j ,. , t9,, • , �., hall I . t •Tnb ckle or equivalent,, having n TYPICAL FENCEELEVATION IN heNPE 6" minimum takeup: '� 4.. Light weight metal inserts: *hall, be sheet metal tubes with LD. 3/4" V) Typical Rail 81 Typical Rail & gre.ate.r, than 0: D o.f i' e used, Posts are to ba routed i t Uj Truss Panel Truss Panel IQ -:0! Maximum Spacing A-p,, g n o insert s ,r - us ng Heal grout of ! > :ar.t of cement and 2 ar s of water. 10-0' Max. $pac►n9 End Post. ical Rail a Truss Panel P p t . 3 nom dlo:x 7 =IOstd. gale. `. - . -- Neadwafl. or All iol,ed l aruiare :ems shat also be'tack welded in such a mann as Tension Bar pipe with ggly cap Pdrapet Fence Post. > ;n .. . er to prevent rem, b)r u, author zed::tndlvidu'als: , Intermediate Post s/te° x s/9"Min. 3"nom.dia:x7'-10"std. gaLY. 3"nom.dia xT IQ" sid: gate. pipe with gale cop 10 All fence fabrie shall have o 12"wide, horizonfot(y-painted stripe along the Neadwa l l or Parapet Fence Post pipe with gale. cap I%a''nom.dia.sfd.ggly pipe - center.`of the fabric. The paint:shall' be a reflective type orange or approved Uj tilt with l l ga.wire ties at l2°p•C e.-goal. After fence fabric has'been pointed, d sample of sgid paint shall be _ given to the San Bernardino,"County Flood Control District,. Operations Division, %4" nom.dia. std. alv. i it o Fill clear openings Tension Bar t era �` �� along- with the manufacturer's name and point s ecifications. greater than 4 with p p u 9 pipe _, �� e1`�e 3/16"x s/*, Mi. 2" mesh 72" 2 mesh,72. ohgin link fabric + „ ��9 c�,d,• chain link fence i I. For wall thickness 12 or greater, use post sizes as shown. chain link fabric ��- ~ �� o•��t �`oL• o For wall thickness less than l2", use'post sizes as follows: Note �sie" Tension Rod 9�e o 2 Headwall or RCB Parapet Note „ I ( _� o End, Corner, Intermediate, Headwall, Parapet a Walk Gate Posts 21/2 Horn. dia. �, 5 12 gal x t Min. 7ga. spring stl.tension co �. Line Posts. -- 2' nom: di.a.. / Double Drive Gate Post - " Where Panel spacing on slope with adjgstobla tightener �� Whe..re spacing exceeds f0 -0 , s 3 nam. dia. 1 , r " 1, t „ , ►, at 16 Mgx..Q wire with I�qa. wine V) exceeds !0'0 install 2/2 x7-4 a fittings (S a. note 7) install 2 /2 x?-4 std.galupipe ties at 24 0•C. std. galy. pipe Line Posts with i�h x line Pos#s with gale. eye type gain. caps and 12 long, light a �+ To of Headwall e� cq ps for` top roil and t2 tong P ' 6 C.HAILNL LINK N `� 5 or Parapet wei ht metal inserts .at equal �� li ht we> ht m$tal inserts at P 9 " t 9.,.. g..,, 0 intervals of t0�'-0 or less �o equal intervals of i0.0 or less - - T-0 of ChQni.el: Wall! _ (TYPE CL 6 - 2. FAB �-' ' ,IL I8 long,light weight--" metal ink rts(See note 9) CITY OF RANCHO CUCAMONGA > CFD PUBLIC PLANS FOR STORM DRAW IMPROVEMENT Q�pF ESS/off ALL N(L. VA. I 0"� N �/O G FENCE : ELLEVATIONQWC.� � - : DETAILS SHEET TY"ICAL : Z V) CF® 2004 & 16227) <' ,:., :. . : , •-"> ' � No E L" 20596 m m (.I:NCLUQES RCB PARAPETS} d Exp. 9-30-05 ( INC,LUDES', RC 8 PARAPETS) P * R®W2OO5--OO2?4 CIVIL �lFCIF cAt_�F APPROVED BY DATE: OA CITY ENGINEER _ ��J � �/�� RCE NO 24953 CITY OF RANCHO CUCAMONGA DESIGN M0�f1 17320"JAva RECO ENDED 5uile 350 CITY OF RANCHO CUCAMONGA VERTICAL CONTROL R C ® o o r 1 c" k.;,,e•u 92614 BM 110090 , MCC 949 251 8821 DRAWN .C"U►1: FAX_ 949251-0516 SHEET SET 2' BRASS DISK IN CONC. CURS STAMPED �3 OF 'CITY OF RANCHO CUCAMONGA BM 10090 1987' D.L. P N E e s E N O,N I L!s s u e v a r o e s AT SOUTHEAST CORNER OF SUMMIT AVENUE (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE; CHECKED E NO 20596 DRAWING NO. DESCRIPTION OF REVISION DATE CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 S.C.M. 2019®®� APPROVED: ELEV: 1534.374 DATE FILE NO I:\60400\CFD\SD13.dwg 3/17/05 PROJECT SHEET NO. OF i rNr C"•••+ -.kN t T+.Q i:.ii-1x:11 tK.aa1 3SEE NOTE 12" ForoGet 12" VARIES (SEE NOTE 3) VARIES ( ) -`� '� • r•'lG3i[RED Uri CH+.kLi�►+7 y1t3 TOP OF LINED CHANNEL IMPROVEMENT �l3lY r.l{384 Ere'a• _ ,• t (SYMM. ABOUT Z) �„ z (�� . , �� r�.A Cv `•' O J Y Etty O ,' tq d ALL CONCRETE SHALL BE vow i 4 BARS 0 18° O.C. o r H ADD 2=J5 BARS (TYP. BOTH WALLS) CLASS A CONCRETE - ous (TYPICAL) N 2r6` ?=0' �''$ t :b rz ry rr,.rICA 1L . . • p Ll� ' 1 _ / o SIDE SLOPE ,'y� -_ = - `== - -- _. _ a �- _ yQ '4 z _` SEE NOE 3) CUT-OFF WALL, 12" THICK s _ _ - �-_-. --_ __ '4� - --i� '9 _' i :9 d, sry�c,lfocr I SLOPE w ( ___-- ____- __ __, s- .- � ..s.� -.- .f J� - - - - _ r SDE 2'-01' DEEP (PLACE CUT-OFF _ ----- - - (SEE NOTE 3) �, ,. � a?d 9 fra:a.�cx,Gfa1 WALL 0 200 MAX. O.C. 't '� ;8 -t-,l+errd cw,�rt,,,,E,.t sfaD/ - �[_ .� _._� M _ c-B ;r1N wait C,v aeras • - _ r NN - �_ r W <` 7 S Cd s 2 Q k2.'O J�QI -a l ` �. A it r / J OR AS SHOWN ON THE PLAN �$nnzr'-" . } •vLE f�A ?' -� TYF1C/�i yYITN .Sfifff y,,VG 8F.A.M -� - J ----- ---- rrP1C tZ Frith_Uf ST/ffE1V1MG 8EA/d ' a� �rf�"tid-G/f r.11f �..._ .�!rerr:Jtrr t ✓G!!sdrf sr/Ct+r-Ol/ ,rOi!-� 4 .0r FORMED WEEPHOLES 0 201 O.C., o6" �� Q1 X �-, D cur orTwry/ BACKED WITH ONE CU. FT. OF PERVIOUS Q� �. J4 DOWELS 0 18'O.C. x�-� PART LONG/TUDU L SEC7'lpN.-_ Eh'D , L YA7'/pN BACKFILL MATERIAL IN A BURLAP SACK. CENTERED IN EACH CUT-OFF g � SECURELY TIED. PLACE 6' SQ. ALUMINUM WALL (PLACE DOWELS AS SHOWN) s' ,�- OR GALVANIZED STELL WIRE 4 MESH o HARDWARE CLOTH ON BACKFACE OF 4 " G-9 STEEL CLEARANCES FOR RCB TRAPEZOIDAL CHANNELS �•\� ._ CHANNEL LINING PRIOR TO PLACEMENT OF N t4,7s�ft. CONCRETE -- WIRE DIAMETER 0.03' MIN. STEEL CLEARANCES SHALL BE MEASURED FROM THE CENTER OF THE BAR t>IJI►G�IIf 5/!/fE.'�fihC EEA.0 v i � � �' 2- _-�aP!2. Liv nth w TO THE FACE OF THE CONCRETE. SAID CLEARANCES SHALL NOT BE LESS -j wL7 sigCers (TYPICAL BOTH WALLS) I I J4 BARS ® 18" O.C. THAN THE FlLOWING DISTANCES a CONSTRUCTION JOINT • TOP SLAB AND SIDE WALLS, INSIDE AND OUTSIDE 2 INCHES ,� - ' ." • Irif tv/F' __-- ' SE�'7r/ON I3�f� 1 Side slope - -. SEE DETAIL • BOTTOM OF INVERT SLAB - 2 1/2 INCHES I,1,- ll� ax.), lSts Nole 31 ( ) n.'or e .r: :.4'r, r- _._� _�• _ • TOP OF INVERT SLAB - IN ACCORDANCES WITH THE FOLLOWING TABLE: for o-da7 4d arofs'tt t sae r�:l's ear. + x ow- ,, t ./. &road wd t00A rn.v /'lii�phU � _ _ T MIX - �y, TYPICAL CHANNEL LINING DETAIL - CONCRETE PAVED VELOCITY FPS. CLEARANCE IN. CONCRE E c'.t a(f.1c•t 0:3j arv;ie+? s NO SCALE te•e N < 5 3.0 ---------------560-C-4,000 - 2'� 5 TO 20 610-6-4000 E:r o ,1- _d f, h 1 ,. ----------------3.0 --------------- - ,+ • - �.,,a r M ii1411 1tAls 680-B-5000 1 - d/iJvt.' ' r4 s,.octrs ; _f/"e .`' • _ _' _ ' IV. �--$ o L HANNEL LINING 20 TO 40----------------3.5 --------------- =_: - - d•3 o fit s A.�'cks -- - __ m�,,, , 1 FUL C ___ � � _ i > 40 ------ -------3.5 ---------------680-B-5,000 -1� t >�.. -; - 80 - r 1 ;..•� � 4�18 t fee O/Sloo l 4`/Cr mme.`H'S /j` • WHERE THERE iS APPRECIABLE DEBRIS IN THE FLOW THE CLEARANCE m Opilonui coni►. ACl£RNAT/VE WM0 D i"rltVMW L n fl l: t Cnv t l o n t ON THE TOP INVERT STEEL SHALL BE INCREASED 1/2 INCH FOR THE y - Cu.n1ttucti4 j l j ( _ - - -;- VELOCITIES GREATER THAN 5 FPS. +Js r ,r:et t o 4l�Ifcxw/F.u.t•rrr�s rt1 .Ut vt -� t ' r A R TER THAN 3 INCHES C�,1"��,�,��,�,'�� '��_� THAT PORTION OF THE STEEL CLEARANCE G EA '-� 1" 1N THE INVERT SHALL BE CONSIDERED AS SACRIFICIAL AND SHALL y NO C LE NOT BE USED IN THE DESIGN OF THE STEEL IN THE OPPOSITE FACE. - - -- - - WARP�a WAL t DIh3EhS1UM_ S ANU tl£!h'fURClNG SIIffEN/tiG 8 "A_+S!9IMEIdS10NtS •aN0 RElhf(�?RC1NG \��\\ + . J. 33' �V GY ii!C�fa +Q, PLAN GENERAL NOTES: -__-_ Eertn/ ~N- *ess r0 '2� r4' 1&' r9' O' f ,2` r4 .B r�7" 20 Supe _ 1. IN GENERAL ALL CONSTRUCTION MATERIALS AND CONSTRUCTION METHODS 5. THE INTERVAL OF WEEPHOLES SHALL BE SUCH THAT A WEEPHOLE WILL BE float fort rrof j4 P�1 '4,�% l'S F� �'3�3 �'s�s l'r a r l r,�a �. Av Gror» PNre? Bin eYx� � _ T,e o/ SHALL CONFORM TO THE STANDARD SPECIFICATIONS OF THE STATE OF LOCATED 2' UPSTREAM OF ALL CUT-OFF WALLS AND TRANSVERSE ;air'/ . r + fir or face rein/. ;4 r2 4 !Z, 4 2 {d 1 ar r2 *.0 1. J• /ore ora ar , :. CALIFO RNIA WEAKENED PLANE JOINTS. Ficr:t fore rr..r:% 4 0 r2 4 F !2('40 r2 4 rt'2�'4I:G 4 P B 4 6 �O wall .4 r O` �� _ �•t Reor fo[d!tir31 "4 1►�I_ '4 d t2 1411 r� 4?1�1�4 j1 r X4,1 s •S I C7 JP d''9` �'l'S' 2. SEE SPECIAL PROVISIONS FOR ADDITIONAL DATA RELATNE TO CHANNEL 6. THE REINFORCEMENT MATT SHALL BE SUPPORTED IN BOTH DIRECTIONS AT ---- - �---- r� -1�-` - " ' �TAIE OF t.AL1iGSNfA 4' MAXIMUM SPACING AT AS DIRECTED BY THE ENGINEER. fiont rare rerr�r! '4 rl '4`�p '4 d I'4 J J,l '4 I rI '4 �?1`4 F r2 !4` rot. G-'t; B f e 0 - LINING. r. .. _ iii r gear fvCe rtrnf, '4!� 8 '419 8 1414 S 'S 4 5 6I l 18 B 7r S /dT rC/ 6''1 '8'j/�Oj = o- _r. _- DEPARTMENT 4F TRANSKRTATIV4 • 3. FOR DIMENSIONS AND SIDE SLOPES, SEE TYPICAL CHANNEL SECTION ON 9AH 06 R N A R U I N 0 COUNTY Dr/__C4/-J// ►�'v1/ cs _6_ es /r/_ 8 91^1 r;/ rrt 6- $ 8? 6 d i/ C'4,1vol 6- 6` - 9" 4s`1 rr"- _ TCiG 8-'9 r PIAN AND PROFILE DRAWINGS. 7. SLOPE PAVED WALLS SHALL BE PLACED BY MACHINE USING TRAVELING OR L p(}13 C 0 N T N 0 L D t S t Fl I O T - - • OR SLIP FORM AND SHALL BE EXTERNALLY VIBRATED BY USE OF A runes ' ells .res:yrre4 !cr z' surC.3vrpa; eofrA .'ca1 j 'e011 d_rr egr,1'va.rer+l /:'u:A}xass�re = �5'/c..rr �d �U�-V -� 4. SAW CUT TRANSVERSE WEAKENED PLANE JOINTS IN THE INVERT AND SIDE TRAVELING VIBRATING SCREED OR EQUIVALENT AS APPROVED BY THE .sVisioms r,r s sr #Ari i7r'r"t)'t/ w.v/era ..Cr:/ r.�':fum:y lra� rt�f u/er:1•rJf rlrr rarhQ!oi cz<�I1err. fw rr1.r H'� �l'. ��P�� wlN�'jWAL�,.C'J FIR T AND LAST JOINTS A A fi tt-s-t� J.E,S• 5'2�'!t isrcrr �Gras,zr:�.rs a�rtrtj�l�d ��ereo�e cpr�ri tnrrt��ess, v t',rirlcoyxj7►iiie 2`rrrn.reF:!`acr.ncerob erale I)$6-A WALLS OF THE CHANNEL AT 20' 1 O.C. THE S IN R. SURFACES OF THE CHANNEL LINING SHALL BE FINISHED BY C4 NA is y / r,, �[ f f;,re aY1 07J ,l! t (os r' l Ore Sf CAO &7 M4 Mgrs. _,--_ O (O ENG EE N SHALL BE PLACED 20' FROM EACH CUT-OFF WALL" JOINTS SHALL BE LIGHT BROOMING AND SHALL BE PROTECTED AGAINST SCARRING AND Rtv holt 4 t2-15-7'5 17i:Pp''s't,as _ • ,Y; tr; .d, lj' £ev Q a � Pr/' 1/4' MAXIMUM IN WIDTH AND TO A DEPTH OF WITHIN 1/2' OF THE 1f° �,. DAMAGE. Midi rsolt s 6-1441 N m REINFORCEMENT. S.P 192 F Acv. nflir 1 3 t4 A (;ENEIZAL FENCUNG NOTES J t ` L. Crour:d shoo bo vcd,3d befsre, fanca •�.nstruticn bogb:s. Loccilzed ground depressions (6 4 Eld orVAmrP01I t8r t6 Mchor post �-- z l� �2 QfY. QiPA raminGig that or,3 crura then 3 51,• `v%3 d900 sho:i ba eCu:'.nated �Y pr3prriy ystacirr� ccr pac- ,t tad ffii or, lP c�¢roved by tt:a Erg.11 nay ba r<utraiizad by plt c'aig uc dflor.at fd;r'c IY III Grey• fit G.S. cop--- Q 151 13� - ""_�'_ I s ' I I G4IV. 'One . �•�-- it4'-lit r;�roforri� q�� and vost3. �•- Z I EXIST. ACESS ROAD TO , 0i s -- r► &-- f 4irC of p al4td d err 2. All r;ete! parts of fertc;9, Grid ;ut9s shall Lia rbc.{ventzr3d na'r icbt�r:c'S, ur:d a:t rosTs slruJ �tj19 <t� \ x9?� W �-- V4 golY. 1 _ .. ,a Steel truss rr?t� 1+1it11 ba fitted with Lrrv9-fit CUp3. ?s �' �,• ��1 / '� dict aI IroC� -.,- ,: tIQ tE0$ Lt+fttts.'o:c�i) iY: tci ,r $hcA I,a ,,heet r.�ttal tab3 with I.D. greur3r tP:rn PcGt .0. , `. ??jam .. {a • •• '� t Gt'Gr�} ro.5+3 wilh root grout of •x :xt cexeni- to two p_rts rHitrsr +ar, 1f C'>rPr0'i3d ?? Ct1{i+�l I wail-' '�" • � with s�1' -�Yrh3 Engtnrear', f ---A-'L-ight W4ight rs ONA ills-4ri� 4. The f9nCing ort briogas. haodwo?Is or d r11n,a'nii3 sr c1i be instciiad in u+�h a rx.r:r�ar that Q ) tF�ero tare no olrr3nkl,s or gaps •.hi _-h :n r1i9 o>zintcn of ti.a Fr,g:nojr ccufd 49 huzonjoa3s. CHANfNEL WALL ELF-VAYIOU 5. 13nb33s ow,jrwisa directed, construct fere.,3 ,xith fc,}Urtc 0."2' lwstd3 R/e/ lkla. At R/'M 0 t. JH / - iicr.uiyants, straddla r-or:r,�X;11r 'K111h posts -sat 2.5' awav from tr�nnth'r"an SCALE 1 =10 si+dl 139 3trofiei.ed artd fisteried •rich 2 ccblo clo-LVa at ecich orici-�or post s f fear co rentor. tAjts shoal be reified to ricrnps cr eavered vrTiil un a,iocy putty ??!�� f / f t•J. $. ffe/d or equc�ii ra Gravent reooval. 4 �,�• T• ArS.i Gr" i+CatS si,cti b9 guyad oath `i3" ateel fru-s3 rods .s :, iowru C CONSTRUCTION INTS 68 8. Piptl for farc3 s'r,Cil Gortf+arnt to ASTiA A-!213. Gcivanizirq �i.cl corVly xlth AST4t A-L2 t. ?1T3?0� i ttdgtCGfr tY I$j Iti Anchor post 9, whore usod•for rtc3hht-of-way delveation cnd to restrict vohiculcr 4cces�3. ti�a iGwer 31��T9 IJrivo fit 0.1. ct�p �ewlt pip � S � � strand of c.'bi© r:r�y ba d9t:tted bt th9 option of tho EngTr.dar. 1 neo r �. LINE A w---- i f • G91V. (f>�u� (7t j �t�4'�+�ft�gssc} �qlY. 1@. �+r:sre ��sad (n conjrsrcfitori •xiti� b;cY�.ita tr:.iis. ti•;� feri+�e shah r'euva �sufrtrlarlt ryt�..,tcriz.�c �... WE�T� CY line pos1..,.�--..--- - Qircrgff stlarld ncrIm.7w)s to ba vfaibla from a r:Lib--yY m of 300 f:at, except rAiar3 fancir.g t3 Garaliai to t G the rat. s--- --�•-'�-31$rr St.st truss rod with 4 2130.83 TB -�-- I vtlgoiY.pips 9 dit�� oul bful -, CITY OF RANCHO CUCAMONGA > 2130.33 FS - ?� N CONSTRUCTION NOTES .� .` ,�• ROVEMENT PLANS FOR ?o� � � ��• •`min. (FID PUBLIC STORM DRAW IMP i J I ry�1ry� 59 CONSTRUCT PROTECTION BARRIER PER SBCFCD FILE NO. SIP. 101-1 (DETAIL ON SHT. 3) $ 2' l 8 N COhcrs Q�Ofr ESS/p D CONSTRUCTION JpINT !}-----� PA ENT '��, DETAILS SHEET REMOVE AND REPLACE IN-KIND EXISTING AC VEM r CFD 2004-01 (TRACT 16226 & 16227 30' ANGLE os� .� T�11(s9 64 REMOVE AND REPLACE W-KWD L7(ISTING AC BERM No. 20596 a 1 pf. r 9FT DRAINAGE liltli7 O 1K11Y �rL1rYA '1�N m OF ENTRY I n 1NS/fix?s2 � ,y c. 67 �OEICPER DETAIL ON SHT.19 T20 &N21 OF CfD12004 411TPUBLIC STORM DRAIN -: oc Exp. 9-30-05 ROW2005 0027 P� BFG N��! NORTHERN HANNEL PLANS & GEOMETRICS HEREON >k>ql �>' F C Roe® 68 REMOVE AND REPLACE/SAL.VAGE IXiST. CHAIN LINK FENCE AS NECESSARY FOR CONSTRUCTION F �'1-�'� APPROVED 9Y / DATE: L� °- '1'N O CD PROPERTY PER DISTRICT SPECIAL DRAWING I (SEE SHT. 12) GUARD CABLE FENCE CITY ENGINEER RCE NO 24953 ACCESS TO "BCF , �� 3 i EXISTING BERM 70 CONSTRUCT HEADWALL FENCE PER SBCFCD SPECIAL DRAWING 11 (SEE DETAIL ON SHT. 13) DESIGN d o a s a v3zo r�m,u A,, R EC 0 DED 0 l CITY OF RANCHO CUCAMONGA R s�,>.350 i. N I ?�? TOx �0� LINE A 7© REMOVE & DEMOLISH 251 WIDE EXIST. CHANNEL WALL PANE! ?, , \g¢ 1p /Nl �� - CITY OF RANCHO CUCAMONGA VERTICAL CONTROL o o r+c H 4.I.a a 92au (n st0 2s �. 11 GEOMETRIC" ® RECONSTRUCT 25 WIDE VERTICAL. WALL PANE! IN KIND (USE ORIGINAL STRUCTURE BM 10090 DRAWN I v�919ur-aa2i I 'B S U � 1• "= S SHT. 11 & 12 OF 34 "HTS, FILE N0. 1-011-1 SET 2' BRASS DISK IN CONC. CURB STAMPED :cbuuz FAX- 949-zsr-osre SHEE nq SCALE 1 10' DETAILS PER S.B.C.F.C.D. PLAN 'CITY OF RANCHO CUCAMONGA BM 10090 1987' D.L v s N a a s I N O I N I 1 t s s u a v I r o a s 14 OF CONSTRUCTION Ql1VT -�--� eqy I `�" F AT SOUTHEAST CORNER OF SUMMIT AVENUE DRAWING NO. (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED CE NO 20596 DESCRIPTION OF REVISION CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 S,C.M. DATE �'� ' FILE NO 2019-D1 APPROVED: ELEV- 1534.374 is\60400\CFD\SD14.dwg 3/17/05 PROJECT SHEET NO. OF r I to GENERAL GENERAL NOTE j 1. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL • DIMENSIONS AND CONDITIONS AT THE JOB SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING AND SHORING Sc MASONRY ALL EXCAVATIONS, TEMPORARY STRUCTURES, AND PARTIALLY 3c = = COMPLETED PORTIONS OF THE WORK. 1. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 GRADE G\ 8 _ PJ5T AT - N MED. WT. UNITS IN RUNNING BOND PATTERN. (FINISH PER OWNER). H jiy WALL END & - F'm = 1500 psi 2. ALL CONDITIONS NOT SPECIFICALLY SHOWN OR DETAILED SHALL o1. o CORNERS. BE OF THE SAME TYPE AND CHARACTER AS THOSE SHOWN FOR h y TYP.NOT OTHERWISE _ 2. GROUT ALL CELLS ON RETAINING PORTION OF THE WALL AND SIMILAR CONDITIONS. OTHERWISE _ PARTIALLY GROUT FOR FREE-STANDING WALLS U.O.N. 3. ALL WORK AND MATERIAL SHALL CONFORM TO THE UNIFORM 3. GROUT SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN CODES.BUILDING CODE (LATEST ADOPTED EDITION) AND ALL LOCAL 0. 1 �3� S�Q CORNER INTERSECTION ALT. CORNER PROPORTION OF 1 PART CEMENT, 3 PARTS SAND, AND 2 PARTS & END PEA GRAVEL. GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE WATERPROOFING AND DRAINAGE SINGLE CURTAIN REINFORCING STRENGTH OF 2000 PSI AT 28 DAYS. 1• THE WALL SHALL BE WATERPROOFED WITH AN EXTERIOR BELOW O 4. MORTAR SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN �' ACCORDANCE WITH UBC TYPE S MORTAR GRADE WATER PROOF COATING FOR FOUNDATION SUCH AS "THOROSEAL C4 " MORTAR SHALL ATTAIN A MIN. COMPRESSIVE STRENGTH 8Y HARRIS SPECIALTY CHEMICALS, INC. OR EQUAL. •9 I OF 1800 PSI AT 28 DAYS. ALTERNATIVELY, ELASTOMERIC MEMBRANE WATERPROOFING SYSTEM U! - MORTAR SHALL BE USED WITHIN TWO HOURS AFTER MIXING. FOUNDATION COATING" IN CONJUNCTION WITH ACRYL 60 ARCRYL.IC ADMIXTURE BY , SUCH AS MAR-KOTE 5000 SYSTEM SHALL BE USED. 0 5. CEMENT SHALL CONFORM TO ASTM C150. THE USE OF PLASTIC O k OR MASONRY CEMENT IS NOT PERMITTED. .� = 2. A DRAINAGE BLANKET OF GRANULAR SOIL (SAND EQUIVALENT Ici 6. ALL MEASUREMENTS SHALL BE MADE WITH A SUITABLE OF 30 MIN.) SHALL BE INSTALLED BEHIND THE WALL TO WITHIN 0 �a 2-# CALIBRATED DEVICE. SHOVEL MEASUREMENTS WILL NOT BE 1 FOOT OF THE TOP OF THE WALL AND EXTEND A HORIZONTAL ;. 2-#5 PERMITTED. DISTANCE EQUAL TO ONE FOOT MINIMUM AT THE BASE, � M - ALT: VERT STD. HOOK A PERFORATED 4 INCH DIAMETER PIPE EMBEDDED IN A O 7. PROVIDE VERTICAL EXPANSION JOINT IN MASONARY WALL AT 24 .- : OR 90 1 FOOT SQUARE, 3/4 INCH DRAINAGE ROCK MATERIAL WHICH IS HORIZ. BEND FT. MAX. SPACING. STOP ALL HORIZONTAL WALL REINFORCING WRAPPED IN FILTER FABRIC SHALL BE INSTALLED AT THE BASE AT EXPANSION JOINT TYPICAL. OF THE WALL. AT LEAST 3 INCHES OF GRAVEL SHOULD BE PLACED 8. WALLS SHALL NOT BE BACKFILLED UNTIL THEY REACH THEIR BENEATH THE PIPE. DRAIN PIPE SHOULD HAVE A MINIMUM GRADIENT OF ONE PERCENT TOWARD THE DRAIN OUTLET. CORNER INTERSECTION ALT. CORNER 28 DAY STRENGTH, UNLESS TEMPORARY SHORING IS PROVIDED. PLACE PERFORATIONS DOWNWARD. DRAINAGE SYSTEM BACKFILL PER SOILS ENGINEER REQUIREMENTS. & END TO 8E FREE-DRAINING AND UN OBSTRUCTED AND DISCHARGE - THRU WALL AT INTERVALS NOT TO EXCEED 50 FT. DOUBLE CURTAIN REINFORCING REINFORCING STEEL NOTE: "X" = 36 DIA. AT CONC. UNLESS NOTED "X" = 48 DIA. AT MASONRY UNLESS NOTED 1. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 U.N.O., RETAINING WALL STRUCTURAL ' SHALL BE FROM IDENTIFIED STOCK WITH MILL ANALYSIS SUPPLIED. DETAIL ON SHT. 16 U. D 1 A I L 3/4." `, CORNER REINFORCING N/A 3 2. ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, ETC., - 0 SHALL BE WELL SECURED IN PLACE PRIOR TO PLACING - COMPACTED CLAYEY P` Q CONCRETE. CONTRACTOR SHALL USE TEMPLATES TO INSURE SOIL NATIVE N ACCURATE PLACEMENT OF ANCHOR BOLTS, DOWELS, ETC. 0 (V _j Z �,n I H/2 MIN. Q 3. DOWELS SHALL BE PROVIDED AT POUR AND CONSTRUCTION +1 o � JOINTS AND SHALL BE THE SAME SIZE AND SPACING AS THE -IL o REINFORCING SHOWN FOR THE SUBSEQUENT CONSTRUCTION. WATERPROOFING2D L- o4. ALL CONTINUOUS BARS OR DOWELS SHALL LAP 36 DIAMETERS INCONCRETE AND 48 DIAMETERS IN MASONRY, UNLESS SHOWN =R OTHERWISE. " SAND BACKFILL (SE>30), WEEPHOLE FLOODED OR JETTED �. 0 5. REINFORCING SHALL HAVE THE FOLLOWING MINIMUM COVERS: (,� w 135' BEND 90' BEND CONCRETE AGAINST EARTH NOT FORMED 3" ri. �. 3 >.75:1 BACKOUT SHOULD Ix U COLUMN TIE OR BEAM STIRRUP CONCRETE AGAINST EARTH FORMED OR TROWELED 2" = ri. CONFORM TO CURRENT z 0 4D CAL-OSHA STANDARDS ,jam-- - t2 1 2" MIN. z R R - SUBDRAIN SYSTEM 'j o R R w 90'HOOK OFFSET 180' HOOK �' R=3D FOR #2 THRU #8 BAR 2'-0" MIN. N 4D FOR #9 THRU #11 BAR JOB NO. GG4665.00 120 FOR #14 OR #18 BAR. w 0 3. ALL RETAINING WALL BACKFILL SHOULD BE COMPACTED IN HORIZONTAL 24"MIN. F 0 ~ WATERPROOFING a °' --- WHERE SPECIFIED, LIFTS TO AT LEAST 90 PERCENT OR MORE OF THE LABORATORY 0 0- N � MATCH VERT REINF - DRAWN BY ER z V) MUST CONTINUE MAXIMUM DRY DENSITY. r- 7777771 - J a w Co o OVER JOINT. CHECKED BY SW 36 DIA. FOR CONCRETE N - w t v FOUNDATIONS 48 DIA. FOR MASONRY In • • 0 Q m d V) 1. FOOTINGS SHALL REST ON FIRM, UNDISTURBED OR COMPACTED SOIL AT A MINIMUM DEPTH BELOW FINISH GRADE OR NATURAL DATE: OCTOBER 8, 2004 GRADE SHALL BE MINIMUM 24" LAP SPLICE 1 CAULK W/ MASTIC BLOCK WALL- THICKNESS SHEET 2. ALLOWABLE SOIL BEARING VALUES ARE BASED ON FOUNDATION 1/2" CL AND REINFORCING INVESTIGATION REPORT PREPARED BY LEIGHTON AND ASSOCIATES PER PLAN DATED JUNE 5, 2003. PROJ. No. 020634-001 NOTE: 1. PROVIDE VERTICAL EXPANSION JOINTS BEARING PRESSURE 1800 PSF V T A I L 3/��: � REBAR LAP SPLICE N/A � IN WALL AT 24'-0"o.c. MAX. U.N.O. ON PLANS. 250 PSF PER DEPTH + �W 250 PSF PER WIDTH 2. ALL HORIZONTAL REINFORCEMENT MUST TO 2500 PSF MAX. STOP AT 2" FROM JOINT. TYP BOTH SIDES. ACTIVE SOIL PRESSURE (LEVEL) 35 PCF PASSIVE PRESSURE (LEVEL) 300 PCF FRICTION 0.35 0 PLAN VIEW SOIL DENSITY 120 PCF TYP. EXPANSION JOINT DETAIL CONCRETE FOR CONCRETE OR MASONRY 1. ALL CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS AS FOLLOWS: (n ' REINF TO -NI�, 36 DIA FOOTINGS 3250 PSI RE INF FTG TYP 2. ALL CONCRETE SHALL HAVE A MAXIMUM SLUMP NO GREATER THAN 4", EXCEPT FOR FOUNDATIONS WHICH MAY HAVE 5" MAXIMUM FOR INFO ON O°ZD R T /` I L N/A SLUMP. SECCFOOTIONS-SEE -/ `� 3. CEMENT SHALL CONFORM TO ASTM C150 TYPE IE W/WATER-CEMENT r a C°� RATIO 0.5 AGGREGATE SHALL CONFORM TO ASTM C33. DESCRIPTION OF REVISION DATE CITY r APPROVED: it A � T--r 2:1 CITY OF RANCHO CUCAMONGA > w 36 DIA 3" 3'-0' RATIO o CFD PUBLIC STORM DRAW IMPROVEMENT PLANS FOR CC M (TYP) (TYP) (2xA N VERTICAL- BAR Q�Of ESS/pal BAR �q<. E,`f C. F� DETAILS SHEET " No. 205961 m CFD 2004-01 (TRACT 16226 & 16227) d* Exp. 5 civit ROW2005- 00274 � lv1� ,�� 91�OF CALF APPROVED BY DATE: EQ EQ CITY ENGINEER /.� �� RCE NO 24953 HORIZONTAL CITY OF RANCHO CUCAMONGA DESIGN No=:� vs2oae�ilAve. RECOMM DED PLAN VIEW BAR CITY OF RANCHO CUCAMONGA VERTICAL CONTROL R.C. • :CHULII O[ICH 4v'ine,CA 92614 BM 10090DRAWN ' Fax: 949251-0516 SHEEP SET 2• BRASS DISK IN CON(. CURB STAMPED15 23 � 'i 'CITY OF RANCHO CUCAMONGA BM 10090 1987 D.L. P NIRS !N 0 1 N 1 I R S S U R V I Y O R S n AT SOUTHEAST CORNER OF SUMMIT AVENUE OF (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE; CHECKED �E NO 20596 DRAWING NO. ® T A I L 3/4," (� T P �®®TINS N/A 10 DET. FOR CLR. DISTANCE N/A AT END OF CURB RETURN. YEAR LEVELED: 1987 �/ ELEV: 1534.374 S.C.M. DATE r,? FILE NO 2019-Dl I:\60400\CFD\SD15.dwg 3/17/05 PROJECT SHEET NO. OF ER * `� TRACT BOUNDARY/k o \ a � o FENCE POST PER DETAIL ON SHT. 13 & 10' i 15' O I 18' LONG LIGHT METAL INSERTS SHALL BE SHEET � 4' 4" 2-14 0 TOP . METAL TUBES WITH I.D. 3/4» GREATER THAN O.D. 4 OF PIPES USED. POST ARE TO BE GROUTED INTOcd 14' AC PAVED INSERTS USING NEAT GROUT OF 1 PART OF CE- �� ACCESS ROAD MENT AND 2 PARTS OF WATER ��\� A GUARD CABLE FENCE PER HORIZ. O ra DETAIL ON SHT. 14 —� WATERPROOF z � 8' CMU SOLID O GROUTED 2"GLR, J w ACCESS ROAD DESIGN 6' 6' I LOAD 2501/SF �� 'A' BAR LU SURCHARGE #4 30* LEVEL LINE 0180.c. DRAINAGE 2� - i PER S-1 0 0 .. — -------------------- -- - ----- ——————————————————————————————— — ' 18' LONG LIGHT METAL INSERTS SHALL BE SHEET LMETAL TUBES WITH I.D. 3/4" GREATER THAN O.D. -- _ a OF PIPES USED. POST ARE TO BE GROUTED INTO _-- — — — _ 0 41 2" CLR. Z CLR. INSERTS USING NEAT GROUT OF 1 PART OF CE- 0� i M WATERPROOFING MENT AND 2 PARTS OF WATER / I Q DRAINAGE & �� • ° U BACKFILL PER S-1 1 CON . w WALL j5018"o.c. E.F. J___ � Q -�- -� _ 4018"o.c. ��QF-v N Q O »A» BAR 12" 3-#4 CONT. 3 J4018'o.c.— Y �r� - - . - EACH WAY V J5018'o.c. MANSORY N PARTIAL BOTTOM AND SIDE KD 1 Z' U SLOPE CHANNEL LINING. RETAINING WALL SCHED. Q 0 __ Q v� X4018"o.c. 2 SEE NOTES AND ADDITIONAL FW • - DETAILS ON SHT. 14 H Max. FW KD KEY A BAR U x Q . - I 4'-0" 2'-0" 0'-6' 0'-3' J'4 0 16' Q — , 00 r,, ? 5'-0" 2'-6" 0'4 0'4 14 0 1 G' 4-#4 CONT. — W-0" 3'-O' 1'-0' 1'-O' , 5 0 16' 3-#4 CONT. w O �' �� »� - Y CLR. Y MASONRY RETAINING WALL o • TYP. IN J402eo.c. HORIZ. (� CONCRETE RETAINING WALL SCHEDULE 1r KD JOB NO. GG4665.00 H max. FT FW KD KEY 'Y' BAR 'A' BAR FW 5'-0" 1'-0" 3'-3' 1'-0' 0'-8' - #5018'o.c. DRAWN BY ER W-0" 1'-0" 3'-6" 1'4 V4 J4018'o.c. #501To.c. °' 7'-0" V-0" 4'-0' 1'4 V-G' II4018'o.c. #5018'o.c. CONCRETE RETAINING WALL CHECKED BY SW 8'-0" V-0" 4'-3' 1'-6' 2'-0' J501d o.c. J601To.c. 9'-6' V-0" 5'-0' 2'-0' 2'4 ,J5018'o.c. J6011o.c. Q 9'-8' V-0" 5'4 2'-D' 2'-6' 5018'o.c. 6®,ro.c. LEGEND DATE: OCTOBER 8. 2004 SEE GENERAL NOTES ON SHT. 15 SHEET Uj T.W. DENOTES TOP OF WALL TOP OF WALL IS TOP, OF CHANNEL, AND ALSO TOP OF CONCRETE RETAINING WALL WHICH IS EQUAL TO FINISH SURFACE OF ACCESS ROAD. 52--0 TOP OF WALL ON OPPOSITE SIDE OF CHANNEL SHOULD BE ALWAYS EQUAL. Lj T.R.W. DENOTES TOP OF RETAINING WALL. APPLIES 0 TO MASONRY RETAINING WALL ONLY. T.F. DENOTES TOP OF FOOTING F.S. DENOTES FINISH SURFACE C6 F.L. FLOWLINE AS SHOWN ON PLAN CL DESCRIPTION OF REVISION DATE CITY APPROVED: CITY OF RANCHO CUCAMONGA 0 CFD PUBLIC STORM DRAW IMPROVEMENT PLANS FOR oQ�o1 ESS/o,�l C. DETAILS SHEET CFD 2004-01 (TRACT 16226 & 16227) No. 20596 rz *J Exp.C9V1 -05\P ROW2005' 00274 OF CALF APPROVED BYDATE: � CITY ENGINEER • i�--�- � 4GOZZZ RCE NO 24953 CITY OF RANCHO CUCAMONGA DESIGNR.C.® Nos:s 1732ol�aeunYa RECs%1NDED CITY OF RANCHO CUCAMONGA VERTICAL CONTROL 00[ICN k ib 350 vie,U92611 BM J 10090 ( Voic 919 251 8821 SET r BRASS DISK IN CONC. CURB STAMPED DRAWN seNu►r: eax 944251-0516 SHEET 'CITY �� 'CITY OF RANCHO CUCAMONGA BM 10090 1987» D.L. NIRS I N O I N I I!s S U 1 V I T O t S �� AT SOUTHEAST CORNER OF SUMMIT AVENUE OF (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE; CHECKED E NO 20596 DRAWINGNO. AT END OF CURB RETURN. YEAR LEVELED: 1987 ELEV: 1534.374 DATE FILE NO S.C.M. 2019-Dl 1-\60400\CFD\SD16.dwg 3/17/05 PROJECT SHEET NO. OF r '2� L CONSTRUCTION NOTES ' 1 ,411• � �-- a � "� �------��.� _.- � i 314• NO. STORM DRAIN IMPROVEMENT UNIT QUANTITY , C ;U&EZ 40 CONSTRUCT 8$ RCP (D LOAD PER PROFILE) a: LF 974 B tS t. 3) i�lSj. 3) ''_3_ `_ �k Ta 4C ` 1 y 4� B-2 •4�t2' TIES ` - AT --INTER LNE - A 41 CONSTRUCT Jr AC OVER COMPACTED NATIVE SOIL SF 56,611 GFEATER CI 20 SA.a ,�' A-4 r -----z ,4 _ ___ _ _ _ -- _ _ - _ �__. _ �GtAt17ERS CA Tt f FL, F BAFFLE WALL y i j ry va_ �R ?C 3�X C1 A 7 --- 4-A-1 CORNER BARS - i + ?C AR.Z x ?C A ,H 42 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PL 300. (MODIFIED OPENING j�--�) A-S /f } 1 d - EA 1 5-3� f I ��-' I� � / 8-3 - a r 14�rr 2 HIGH x 3.5 WIDE) r ♦ A-2- ..r �� ., r >- � AL1 d -- fl-! + e40t2- TiE$ 43 CONSTRUCT 12' WIDE BOTTOM, 6' DEEP COMPOSITE CHANNEL PER DETAIL ON SHT. 6 LF * 1,067 a. ---T', r s_2 ` i OfTA:L 'E' tir??.) �"• ' I } A-T 1 C-1 I 4 .t t/3 s Ss 02 M;�l z i" 44 CONSTRUCT 10' WIDE BOTTOM, 6' DEEP COMPOSITE CHANNLl PER OETAI! ON SHT. 6 LF * 81 a-a ' 2"r Ptd£ cR D r r =i Y '• �`' 0 Tl A-S f a •4:3<8• t s 3 X PER r a rf� a.�ry*' : 21 PQJECT ..►a-r l s4F318• R'�-ANv �t gi� A��r.A:E A vFRS �i �E45 MASONRY GARDEN WALL. 6' HIGH PER LANDSCAPE PLANS (ALL. CEL! GROUTED SOLID) - I- ° caA"'tN;3 _ -1 L IsTU.3E0 r,c_o � _. El.L. tFLG'xA-a I 1:-t �r't0 Ai 46 CONSTRUCT ENERGY-DiSSIPATOR-IMPACT BASIN WITH VERTICAL BAFFLE WALL (MODIFIED) PER EA 1 a� _ _ ("I �_ A a ACT.x3°s � � - 3 t ►- Uj4 � < A-a D-_ EARTH. TYP. z � 3P S,VX_AR :,0�5 ECTrc" L DETAIL HEREON. FOR MODIFICATION SEE DETAIL ON SHT. 3 (W=24') - ; 4. OR FILLET, Tra.--� _' a 47 CONSTRUCT CHAIN LINK FENCE AND GATES PER CITY STD. PL 607 LF 5,267 } T c °®'e• ° s 7s,40TRiCaL FLAT A.RhI�.'A PLATE. I L _ e n50UT 4 SEE CETAIL SH. r-- -! I - • I 48 CONSTRUCT 4' WIDE BOTTOM & 5' DEEP TRAPEZOIDAL CHANNEL PER SECTION ® ON SHT. 7 LF 1,246 T?/tF -a-+$0 CENTER P;ER i-• T AND FULL CHANNEL LINING PER DETAIL ON SHT. 14 T= (' `� t ! r (" 49 CONSTRUCT 3T RCP (D LOAD PER PROFILE) • LF 386 30X OR t I j-- T-- Ft-i--�- j SECTION A-A 50 CONSTRUCT MANHOLE NO. 2 FOR 3T PIPE & LARGER PER CITY STD. PL 319 FA 3 �ao�ECT ¢x3 ,s,.r, OR +� aRMNGS-, R.P A7 is (LEY > lS:ruoc•F=v E ERi,r r , �r�'( SQA f:Ev 51 CONSTRUCT CONCRETE COLLAR PER CITY STD. PL 329 FA 1 3' , ( .-• � i SY?d4trTRt7'kL �---- r- • ��-�-r._..a...-_�-,,_...:r� � ..5 i 52 CONSTRUCT 8 WIDE BOTTOM & 5 DEEP TRAPEZOIDAL CHANNEL PER SECTION ON SHT. 11 TS A-I a 3-2 p3ouf ® LF 409 r----- r-- ARS. 30TH 3 x u AND FULL CHANNEL LINING PER DETAIL ON SHT. 14 PLAN J 3 DES r S 53 CONSTRUCT 6' WIDE BOTTOM & 5' DEEP TRAPEZOIDAL CHANNEL PER SECTION ® ON SHT. 11 LF 806 a!TAIN. a cAL LL. + I Q•TAI�:NQ WALL 03 I r / ♦ ,4 d t2• TIES AND FULL CHANNEL LINING PER DETAIL ON SHL 14 xr n6 CIC PLO AW ` t 3/4• .R4JEGT C�A'a.tiGS /�j?. I {� CHAMFER. 4s-.aCT14)N A-A 54 CONSTRUCT IO'Wx8'H RCB PER CALTRANS STD. PL D84 DETAIL ON SHT- 2 LF 50 �j 55 TRANSITION COMPOSITE CHANNEL FROM 12' WIDE TO UY WIDE BOTTOM LF 52 T= 01 tT�a t (" A. 2- NI , 56 TRANSITION UY WIDE BOTTOM COMPOSITE CHANNEL TO 4 WIDE BOTTOM TRAPEZOIDAL CHANNEL LF 36 �---- a-s TZ/3 57 CONSTRUCT 9g' RCP (D LOAD PER PROFILE) :s LF 377 58 CONSTRUCT 90r RCP (D LOAD PER PROFILE #• LF 1,879 r `, - -•s s�Rs '°OTE. ` ) ----•5 2 FLAT ARMOR PLATE NOT S.-tCWN. r CPT 0\A_ CONS ?v: 'CN 2:T; A.L EACH FACE. )1 59 CONSTRUCT PROTECTION BARRIER PER SBCFCD FILE NO. S.P. 101-1 (DETAIL ON SHT. 3) EA 1 AR3� A-3 0 A-4 BARS EYP• I TOP 8 i07%4- SECTION C31-4s,ar'r Or BCx 71 ,^C r 1 RCP iTYP_, Rca T��, SECTION G-G .cx3 2.;,c_ . JSC •_-- j L,4A5T 11 i 61 CONSTRUCT 1 O'W x 6'H RCB PER CALTRANS STD. PL D 80. DETAIL ON SHT. 2 LF 120 DETAIL «E' SECTION D-D SECTION 8-8 62 CONSTRUCT TRANSITION STRUCTURE LA0. 1 PER CITY STD. PL 334 (BOX TO PIPE) LF 60 CALIFORNIA CITY O1 RANCHO HO CUC,ANIONG. , 63 REMOVE AND REPLACE IN-KIND EXISTING AC PAVEMENT SF 700 I 0 S ANGELES COUNTY L;E P AR T M>=N T OF PUBLIC VY 0 R K S ' LOS ANGELES COUNTY DEPART.OENT OF PUBLIC WORKS __._� „'=.P>;;�•,; � 2Y star';�.aa =L,',v 64 REMOVE AND REPLACE N-KIND EXISTING AC BERM LF 40 r , - `l'R A N S I T I O`� STRUCTURE O. , aTANCtAKD PLAN f ENERGY DISJIPATOR - IMPACT BASIN ST�,poAF,p �_a� r�;�. 11 334 __ . ___ 33=4 65 TRANSITION TRAPEZOIDAL CHANNEL FROM UY TO 8' WIDE BOTTOM LF 30 ( W i T H VERTICAL B A F F L E WALL ENERGY E R G Y D i S S (P A T O R - IMPACT BASIN 7- t�� T►1 [�T1 ^ A �] /1 tA� 309 ?- � - � ;- r �t, _. _ _ WITH fT VEi�VERTICAL` f•{r L7.•lFi- I E YYAI L =12rFg�j) f',nT., USf k;''k 5 nN AnY1 Sr__tF; x'r�NS Q P_31,C �F�t<S , ST�Jr T�Y 66 TRANSITION TRAPEZOIDAL CHANNEL FROM 8' TO 6' WIDE BOTTOM LF 50 AP P R O E D 5/3I r 9 9 2 s ^' 5.w_,=Ffi 3i�T F"arFK ' Ttt- 5r!EE I 1F R - -- SPEET 2 'F 9 67 CONSTRUCT DRAINAGE STRUCTURE TO JOIN NEW PANE! OF EXISTING DAY CREEK CHANNEL PER DETAIL ON SHT. 19, 20 & 21 OF CFD 2004-01 PUBLIC STORM DRAIN & NORTHERN CHANNEL PLANS & EA 1 GEOMETRICS ON SHT. 14 SYWMETRsC.AL ABOUT 4< ----� 68 REMOVE AND REPLACE/SALVAGE EXiST. CHAIN LINK FENCE AS NECESSARY FOR CONSTRUCTION A-, 3 A-2 a• ' 3/a• G*i:uFER S. 7 Y?. T ACCESS TO SBCFCD PROPERTY, PER DISTRICT SPECIAL. DRAWING I (SEE SHT. 12) � � � � I �-s4�'a' Tj3�"-- 69 CONSTRUCT DOUBLE DRIVE GATE PER SBCFCD SPECIAL DRAWING I (SEE DETAIL ON SHT. 12) EA 6 ( 1 l g-a- _ 3-1 �_! r '!3 �-1 ' x NOTES 70 CONSTRUCT HEADWALL FENCE PER SBCFCD SPECIAL. DRAWING it (SEE DETAIL ON SHT. 13) LF 25 - i1- J T I. 1HF HOR17rNT i, AIN( E OF 7tvGRv_VC OR CChvFa;_NCE. �. S-+a�.L I t/r t3 ST�Jo cO,cR-.E NO3 EXCE18 3'45•. r f HEA+IED CR HOOKED ANCHORS s 24' MAX, !TY . WELDED t0 1/4' STEEL +'� -'- 2. REI' €Q�sCI.iC STEEL 8�1R SIZES. SP`kCi\v. PATTERN AND COYER OVER 71 CONSTRUCT WING-TYPE HEADWALL PER DETAIL ON SHT. 2 EA 1 - i PLATE--- t 7 YP-) t r \ ?•i s T^� ! ' THE STE-= SHALL 3E AS FCLLOIYS. T•• 72 REMOVE & DEMOLISH 25'f WIDE EXIST. CHANNEL WALL. PANE! EA 2 d/a `� BOX TO P;PE AND 3OX TO ARCH 'HAT OF BOX SECTiO'4. -- '_T ARCH TO PIPE - T14AT OF ARCH SECTION. o 73 CONSTRUCT 3T RCP (D LOAD PER PROFILE) #s LF 10 d/2 , , f s. } . �. WALL TO ARCH - THAT d€ ".RCN EGTION HAVING Tr♦£ T i:CkER 1 *'"• r T•" `• -PL 1/4 iA-3s7 STEELI WALLS. THE BAR LENGTHS SHA VARY LNIFCR.A-Y THROUGHOUT Q 74 CONSTRUCT JUNCTION STRUCTURE NO. 1 PER CITY STD . PL 330 EA 1 • -� O E T A I L "F" .� , , , . r THE TRANSITION. t20 Dt A l C TA• 'F- a y r' -1 A_3� y t 3. THE „ONICRETE THICKNESS SHALL BE AS •O'_L CWS: O 76 CONSTRUCT 10' WIDE BOTTOM, VARIABLE DEPTH/COMPOSITE CHANNEL PER DETAIL ON SHT. 10 LF * tTYP.1 �4 +�._ 30X TO PIPE AND AHCj TO PIPE - THA' OF ARCH OR BOX N . ... . +� S£CTtGN I:BLESS THE 'tYnLL TH1CKlr33 0* Te PIPE PLUS 4" IS 77 CONSTRUCT MASONRY RETAINING WALL PER DETAIL ON SHT. 16 LF 323 I wia w14 - r2 !r2• • - GREATER. IN WHICH CASE T4E CO'IC;ETE THICKN733 SHALL ,--14 miF r �}_ • VARY UNIFORMLY FROM THAT OF THE ARCH OR BOX SECTION 78 CONSTRUCT BOX CULVERT WARPED WING-WALLS PER CALTRANS 2 EA. PARTIAL CONSTRUCTION l . K• •K e aAlFL€ WALL TO THAT OF THE PIPE 'WALL PLUS 4'. E AD oIN,NG BOX EA 3 SECTION 8-8 ism. Il } « TL i I �2„� RE!NFQRCEMEYT BOX TO ARCH AND ARCH TO ARCH THAT OF T' STD. PL D86-A. (PARTIAL CONSTRUCTION AS NOTED ON PLAN) > 1 EA. FULL CONSTRUCTION a• (TYP.) > NQT SmOdr�Y OR :ARCH SECTION AT EACH END OF THE TRANSITION AND SHALL Y �: VARY UNIFORMLY BETWE'ry THE TWO ENDS. 79 CONSTRUCT CONCRETE RETAINING WALL PER DETAIL ON SHT. 16 * SF 15,102 ( NOTE: T 1 T rP-) N: - a ' L&IeId e A-7 I1___SYNOAET.R!CA' A2.4UT i t t/2' - �2 1. 74_ 4. Tit 1^IiFRIDR SURFACE SHALL 3E SMOOTH AND VARY UNIFORMLY , !/4- STIEL PLATE <T'TP.1 4-- i ) ItYP.1 ITYP.) BETWEEN THE TWO ADJOi.NING SECTIONS. 80 CONSTRUCT GUARD CABLE FENCE PER DETAIL ON SHT. 14 LF 2,758 ASSEMBLY 'KITH I 13-3 4' OR 6- i 6ELCE7 S'UD AKHOR9 SIZES Of 81 CONSTRUCT PARTIAL. BOTTOM AND SIDE SLOPE CHANNEL LINING PER DETAIL ON SHT. 16 LF * ` TVP. • 11 nTO rW'ET BE CONCAETEE. 5* 96'PIPELESS;a D 8'FOR PIPE SIDMENT P ZES OVVER 96 FOR PIPE s; 1 TY?. t2• FLAT ARMOR PLATE DETAIL_ ism. a f� = 4000 psi AT 28 DAYS. 82 CONSTRUCT PARTIAL BOTTOM AND SIDE SLOPE CHANNEL LINING PER DETAIL ON SHT. 14, MODIFIED 2, 4 I h-- c LF (SIMILAR TO DETAIL ON SHT. 16 WITH 2' DEEP CUT-OFF WALL. IN LIEU OF MASONRY RETAINING WALL i T tp .W ' I T. KEYED CONSTRUCTION JO NTS Or THE SAME DIMENSIONS AS TH03E (TVP. OF THE BOX OR ARCH SECTION MAY BE 6:RRiFD THROUGH THE 83 CONSTRUCT UY WIDE BOTTOM VARIABLE DEPTH/ COMPOSITE CHANNEL PER DETAIL ON SHT. 7 LF * r i TRANSITION STRUCTURE AT THE CONTRACTCR'S CPTION. SEE ui " - - I SECTION 8-9. 84 RECONSTRUCT 25' WIDE VERTICAL WALL PANEL IN-KIND (USE ORIGINAL STRUCTURE DETAILS PER EA 2 `7-"' S.B.C.F.C.D. PLANS SHT. 11 & 12 OF 34 SHTS, FILE NO. 1-011-1 A °tA• ,`} $. WITH TRANSITION STRUCTURE SHALL BE CONSTRUCTED APPLYIGTO ty ACCORDANCE Q -9 '' t�fY-P) C :0'-UA/.rl lYitH ThE r£hiER'A? STeRU6TURAL NOTES APPLYING 10 30X OR ARCH °S� REI%rCR1'EMENT „ - STRUCTURES SHOWN ON THE PROJECT DRAWINGS. 85 CONSTRUCT SLOPED PROTECTION BARRIER PER LACDPW STD. PLAN 3060-0 (SEE DETAIL ON SHT. 18) EA 2 ' i NOT SHORN 86 CONSTRUCT VELOCITY CONTROL RINGS PER APWA STD. PL 383-0 & DETAIL ON SHT. 2 EA 5 SECTION H-H isit. u - � -� � BAFFLE +A'aLL _ REINFORCEMENT -`(' 87 CONSTRUCT TRASH RACK (INCLINED) FOR STORM DRAW PER LACDPW STD. PL 3089-0, DETAIL ON SHT. 22 EA 1 NOTE= ;X NOT SHO'W'N ADOITtOXAL 31PRAP OR 3/1' PRE1ro CED _- 88 CONSTRUCT MANHOLE NO. 4 PER CITY STD. PL 321 E,4 i BACKFILL a3 � cutREa_ i Ar t �0 +T 89 CONSTRUCT 4' THICK CONCRETE ACCESS RAMP (STRUCTURAL DETAIL SIMILAR TO FULL CHANNEL LINING SF --ng��TTIRICA' --wlv 'A!AL RETAINING P'- t/4 1 - DETAIL ON SHT. 14) S•2:t OR PER t t rSAtL A3 REQUIRED 0 FRQ.ECT 4 '/2'0 STI-10 CONCRETE 47RAiY1NGS PL t/4 A✓lC1;OR 90 CONSTRUCT ROCK RIP-RAP MIN. It o ROCK, 20' LONG AND 18e THICK PER LACDPW STD. PL { I � �- CY 54 r`• N +--+-- - NO. 3097-0 (DETAIL HEREON) SEE LIMITS PER DETAIL ON SHT. 3 91 DEMOLISH & REMOVE WARPED WINGWAL! OF EXISTING HEADWALL EA 1 i I I 7YP. C1iAtdFER' t i Ria i .. _. .r `R t?P.GP .* x'2450 CR ?ECTION K-K NOTE: NOTE FOR STORM DRAIN PIPES ** I--- -- ' 1. QUANTITIES FOR ® , (9 ® & ® (COMPOSITE CHANNEL) ARE _ �_..---! SECTION J-J BROKEN DOWN W TO PARTS. SEE REFER TO STORM DRAIN PROFILE FOR SECTION C-C isH. zt CITY OF RANCHO CUCAMONGAt CALIFORNIA ® �® & ® PIPES THAT REQUIRES ADDITIONAL 2. SEE ALSO BELOW FOR FURTHER BREAKDOWN OF QUANTITIES FOR COVER OVER STEEL REINFORCEMENTS. APPnVE.7If BY, SIAKA a 14-M LOS ANGELES COUNTY DE'PARTMENT OF PUBLIC WORKS TRANSITION STRUGTUKE NO. 1 ® & ®ACCORDING TO BOTTOM WIDTH & HEIGHT. �.� LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS /f}�-r, ,,, r �,,�� 334 �... ST�ca,�fl FL�.,4 3. QUANTITIES FOR ®ARE INCLUDED IN THE COMPOSITE CHANNEL & ENERGY D I S S 1 P A T O R - IMPACT BASIN A STANOHRq PLAN Cart ENGI.'�*ER ZIIT ysE wish $TANCARD SFECIFICAD 93 MR r ti9t.rc Y OPY-S cal+rA4nom B u. 2 TRAPEZOIDAL CHANNEL DETAIL 3097 -0 ENERGY D I S S ( PAT 0 R - IMPACT BASIN iA= 249s3 E � _ SK-Eyt WITH VERTICAL I GAL BAFFLE WALL � SHEET 3 CF $ WITH VERTICAL BAFFLE WALL 3097 - 0 `BREAKDOWN OF QUANTITIES - St-1:ET T CF 3 N4. DESCRIPTION CITY OF RANCHO CUCAMONGA > 79 CONSTRUCT CONCRETE RETAINING WALL BASIN WIDTH W = 20' o REINFORCING STEEL CFD PUBLIC STORM DRAW IMPROVEMENT PLANS FOR HEIGHT LENGHT HEIGHT LENGHT DIMENSIONS DESIGNATION SIZE & SPACING SIZE & SPACING TOTAL AREA OF CONCRETE RETAINING WALL = 15,102 SF WORKING STRESS STRENGTH DESIGN pf ESS/ DETAILS SHEET H 15' A-1 8 0 4 a OQ� 0�� 8.0' 51.0 LF 0.4' TO 5.9' 94.1 LF C UNE ,9 WEST = 8,459 SF u 2s•�er A-3 4 a 4 � 6.1 261.4 LF 0.0' TO 5.1 86.0 Lf UNE FAST = 8,643 SF CFD 2004-01 (TRACT 16226 & 16227) 6.0' 1006.3 LF 0.0' TO 5.0' 102.5 LF b T- A-4 4 ® 1 4 ® 1 No. 20596 �" m TOTAL 15,102 SF c 10' A-5 4 a t 4 a L� m d 3'- A-B 9a ---F6a d EXP. 9-30-05 ROW2005-00274 5AY 740.0 LF a v-S' A-7 1 0 t 7 a 1 NOT1. E: FULL a IMPACT ON BAFFLE WALL * 9 CIVIL �* f 3'- A-$ 8 a S 0 I 2. BASIN FULL a i/2 IMPACT ON THE OTHER WALLS. lF QP CA\F 9 �'-�' a-1 a � t a � 1 APPROVED BY � � DATE: �- t�� 6.1' TO 8.91' 61,62 LF T1 le B-2 4 a 1 4 a 1 3. STRENGTH DESIGN: LIVE LOAD FACTOR -1.7 6.0' TO8.0' 45.4 LF T2 t2' B-3 Tat Tat DEAD LOAD FACTOR =1.4 CITY ENGINEER • /�it>�-�� /(� RCE N0 24953 5.9' TO 6A, 60.0 LF T3 1� C-1 4 a 1 4 a 1 CITY OF RANCHO CUCAMONGA DESIGN A0951 17320Re"Am RECO M LADED BREAKDOWN OF QUANTITIES T4 i 1. C-2 4 0 1 4 0 1 S.iu 350 CITY OF RANCHO CUCAMONGA VERTICAL CONTROL o o r r c r a.La a 926u T5 13' D-1 4a 1 4a 1 R.C. 5.1' TO 7.5' 73.8 LF TB D-2 B a i 5 a t BM /10090 ' :c w u►is F,x�9t9-251-0. 251 OStb SHEEY 5.0' TO 6.1' 40.0 LF BOTTOM WIDTH TOTAL DRAWN 949-251-8821 W DESIGN IMPACT = 825 PSF SET 2• BRASS DISK IN CONC. CURB STAMPED 0.0' TO 8.9' 72,6 LF W=10' W=12' LOADS 'CITY OF RANCHO CUCAMONGA BM 10090 198r D.L. _P1 s t s s N Mini s u a v i r o t s 17 OF 23 V 82 PARTIAL BOTTOM AND AT SOUTHEAST CORNER OF SUMMIT AVENUE 0.0' TO 7.5' 72.6 LF 579 LF 934 LF 1513 LF CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED DRAWING N0. SIDE SLOPEL ( E NO 20596 OA' TO 6.1 DESCRIPTION OF REVISION DATE CITY EL END OF CURB RETURN. YEAR LEVELED 1987 S.C.M. 2019 D1 �•0 LF APPROVED: ELEV. 1534.374 DATE ��jrFILE NO - 1.\60400\CFD\SD17.dwg 3/17/05 PROJECT SHEET NO. OF I i i S tM ABOUT i SEE i ltsCE ETAR!. I YAH `^ 1 t/4' SHEAR Plat. 3' MAX. SID SEE H1>4Gr ' E T A I L 3' 13 E PLATE O. 5:s IN$ 8i 7} - -,►-•. s-• PLATE G f✓EYA!#- t'!3 $9t_t StA1NLt:53 3TrE�_ 2'fD OCLo�.E =XTRA . ISH. 5 71 I ` ! f {{ ?r: 1,1 2. 2" STEEL PIPE STRONG 1�LE55 SY%A. ABOUT ". i • ;. : '. t -10 -+S = STAINLESS • A JIL-IL4 x 4 FILLET. TYP. ( 4i t e r a 'r L yr. 80 TN ''Q, . STEEL 3/1.3 • 8aR3 20' , -{ YP -L ' - (-'� • AY S I-F TTTTTT _TT pf11F F Toa FRAME MEVaER 341 I I l ! I I l l I I 1 RYA.' I - 3 � r l ' t / SAND PLATE R PIPE g,EEvE CLE I l l l I I I l I I 1 I NUT I l ! ( IGCEAA OUTLETS ONLY! \ i T _ PLATER WASHER C WA R t �l 1 1 i 1 1 i 1 1 t 1 MIG-MEMSER Y _ E ...-..._..,...-_...,..,-�.._..... -- ---- 54Ttl- fF1T--- H a 3;E SN 4 L } x 3 x 318' g££ DETAIL «A. s. 1 1 3• _. . T - 3 r � i � � �`�" � SECTION H-H 319' FLAT VERTICAL -I \./ 3ARg 0 S' SG MAX. '•� �� ADD 4-•g BARS . HEAR SEr _ _ •� I {Sed. 41 ZO' LCNG. BOTH WAYS CH_d (IN.,� (IN.) I � 1 1 8 TTO'A FRlME 1 SECTION E-E F - �- ..• ME1d$ER B iia 2' r- F.. PL 1/4 x E I/2 _ _._. 9! IT IT I T s r:£!_X ITV,A EYE TCP FRAME � x O'-I I/2` -SH-AR PIN irtiEr-BUiNPEA, gAME ` . NOTES= 1 13 1/2I4 112i 50NO BFEA.KER :4 BCLT mEmaE.4 3• $' 3• A t. FOR FRAM= 41EM$rR SIZES. <-- �� •,�-' DETAIL E3 31Z€ AS. 80tT41d v �-- .-_ �tH BE P.£MU7-E3 :.FTEB T2 FRAME Mt:Phs€R x SEETA13S.E5 ! 9 t $H. 3. aOTTQ.M �.` /"``-�••-,AID-8uw ER SAIvtE 9 5 I r4' CQNCzETE eu E4 " • " 2. FOR GENERAL NOTES. FRAME �_ .� . �. SiZ Ai BOTt44t I PL Irr►3=4-3 � 12 HINGE DETAIL SEE $A. $. vEMBER (� FRAME MEMBER 9• THREE HINGED INLET/OUTLET BARRIER HINGE CLEARANCE Ft I F LtFTtvti L1G. SEE T OR aca _tFTtNG LUG DETAIL QETAI� STAINLESS STET-L. FOR RCS ' FRONT E LEVATI,ON BURN 1 LGRtt;4 ' i " _FRA 1 PLATE R NOT£5• 1 !IS• c;4:.E fG'R � .1 _FRAME � ?LATER '4"'• EE >}tNG ETA3�, - SOLt ,__. STN. ABOUT Qa / t5�! « $ i ) 1 t2'-0' VJ.4. 1.1 rl 1 FOR FRAME triE�+!BEt2 SIZE. I �� I�iEN.EER t r 1_ J it SEE TABr:E 1. Sig. 3. 2 !rz- s J f -- J !2� SE SN. $E 9� A�JD 4-+S 8AR5 2. FCR tOh1;ECTIOy DETAILS _ 3---� r~ SEOTION B-B (SH. 11 'SOFFIT it c ' Llr TING LUG j TYsa� /tal\ to �--'r- ` �.. -i DETAIL - - - -- PL Ir2 iris M. - - -- ---- - -�•-• �.� {TYP. TAD FRAME MEMBER bT 1 1/2' 41 2'0 DOUBLE' EXTRA SICE FRAME ME�t tR !/d[� EAR Y . B SECTION F-F 5r8• •�a=RT,cA=_ Baas ul�-uEv'�E12 '; {T'ra.i�(` I -STRONG srAI,vLEss � �• i l l I I l I l i l l I �r'ERY I/4 I � ,�' os, VAX.-, 2 s 2 x 3/$ STEEL PIPS �t { Iii 1 I ! I lCi l 1 "C �. 4) oT>"ER I T _- TA + s• - t�ETA1L "A' SECTION 1 -1 #t t t fi-tt-t� t i , SAii -M£6u3ER i IY MEMBER FrZ"tviE EVERY s -rr -r 1�"1 1 1 1 1,[` L 3x3s3r8• ` N F,. w 1/4 t-t2 1 1 1 I PL 3/6 SAND PLATE 8011,9C1,1 I x OTI-ER t4GExa+ OUTLETS ONLY) FRAMER I 23 ti, � ! `` BAR v- ' �` N 1 3` ! 3' 3/S' FLAT VERTICAL: Js d�E4A2E } t 3ARS 2 $' OC. MAX. RCP � �-}r-- 1/4 - iO SN. 4) TYP. \ \-PL 3/8 SAND PLATE � 1 1 1/13.0 , ID PLATE - --_ I OI.E. . t FOR ti• 4 6'. FL9al` €YEY BAR/ ^ I 1/4 1 1/a FOR Hs S'a io (" ., .SECTION C-C Ism. II TY?. -ITf ( 4i1=_DED TO I 1~ I { v6 Ll • ,qtr S. BOTTCtA FRAME �rE>�sBER \4 S.ID 1!E$ OF t FE.OIN� • ° `' SIDE '+`EM6ER j• FOR =ia a' 3 $' 3G`Tt01+A gRA'.iE A t I I 1/4 !� IrL' FO.R ix $' $ :0' �}F£'hE£It _ - Vi _ - T2 }Y S£ 345E PLATE DETAIL TWO `-' y i P: 1/? z 4 x Q'-8' 1 er ctiL TINO HINGED INLET/OUTLET BARRIER SECTION A-A t t sTA.NLEss st£e�. 71 - TYPICai SIDE FOR RCS NOT! 'SEE BASE PLATE DETAIL ! 3/4'0 x 5' LONG -- tM SECTION r_ ___,._ _.__ __�._ _s_ ._, Lia v ---t�--+�;�cR BOLT. -�P, -. _ -" F 'pa SECTION J--J PLATE Q DETAIL FOR FRA MEMBER S►ZE3. SEE TA3 ES t 3 2. 311. 3. tSR. 41 �FOR CONYEGTtOH CETAit.g. SEE SIT. . RCP OUTLET PROTECTION BARRIER BASE PLATE DETAIL Est+. I a 2t SECTION D-D LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS k LOS ANGELES CgUNTY I]EPARTMENT OF PUBLIC WORKS LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS I.45 ANGELES COUNTY ©EPaRT�JIEI'JT OF PI.18L( C WORKS STANDARD P_AN SLOPED PROTECTION $ARR IER STANCARD PLAN 3TANDARo PL AN STANDARD PLAIN '" -- SLOPED PROTECTION BARRIER 3C) � 0 -- 0 � SLOPED PROTECTION BARRIER 3060 -- 0 A?PROM=O ��.r .�.•� ��3!/199� -� C� 6 0 -' 0 � SLOPED PROTECTION BARRIER ,3 � 0 U � :_ - -----.-*--- SHEET c F 1 C F S AT -- 3N%�T 2 OF 3 S;�E._- 4 Or 3 I .H.. _r - r t N PLATE U. SEE --t•0 BOLTS 2 I/:' 0 OCUBLiE 3' PLATE S. SEE t•0 BOLTS 2' 0 DOUBLE EXTRA PLATE' U DETAIL EXTRA STRONG PIPE 1 3/16 ? PATE S CET AIL STRON3 STAINLESS -�-� Y . ST£E'.. PIPE ADD 4••y 1 Ir2' SrEAR PIN i T `I TABLE. _ 2' �'` � ' • '' ' ' STAIYr_g$g 3T:EL UTE Pao 4-.5 _ BARS 20'TH :` - ►. wHEhEvER RCB SIDE FALLS BETWEEN SIZES SHOWN ON THE . 1 (/4 0 5�1_AR PIN LONG• BO BARB 20 � 3/i3f� "�" '• . ' ! �� THE �JcXT LARGER SIZE SHALL BE USED. a TABLE I. INLET/OUTLET SLOPED PROTECTION BARRIER 7 •. :... STAINLESS STEEL- TTP, ;NAYS LCH6. 84Th .• � ' WAY S --� �� Pt_ 3/4 y � ' 1•9 570. I t �• ,�, � 2. ALL. FRAME MEMBERS SHALL 18E ASTM A 35 ST:E! OR BETTER. -i-ox 912E . � r Pir^^>! , � - � =x' ,� x H N0. OF eiINGL 'rERTICAL BAR TOP FRAME SIDE FRAME BOTTOM FRAM I'0 STD, - TTP-,1 + o O {F T.) HINGES SIZE SIZE (INC HE3t "d>:'.ti+S R SIZE MEMBER SIZE MEMBER SIZE Q 1 ' SLI=EYG 3-•- i PIPE ^ r t" ;n • '. j, r NUT 6 3. ALL HINGE ASSEMBLI S AND BASE PLATES SHALL BE STAINLESS SLEEVES r,y, r. I iYP� _ PL 5/8 . �. r _ W:lSetERSTEEL. ui 4x4 2 i2• j 1x1r2 C 4x1.23 C 4x7.23 TS 2x2x.250 ?LATE T r! ? , 4'' tt NUT ?LATE v-- �- �,. : 1 1 ; ', i X 4xr 2 12' I 2x1/2 C 4x7.25 C 4x7.25_ _ TS 2x2x.250 !! __ t'' WASHER SOFFIT` 4 tt. 4. THE CONTRACTOR SHALL MAKE ANY NECESSARY MODIFICATIONS TU � Axa 2 12' 3x1/2 C 5x9 : 5x9 T3 3113x.230 W SOFFIT X SEE t;FtatL 'E• '" i ALLOW FOR THE SIMPLE REMOVAL 4R INSERTION OF HINGE PINS IN v3 'C*-- K _. ----• ORl;Ert TO INSTALL OR RPMOrE THE PROTECTION BARRIER. ENDS @�� 6x4 2 1�3• 1x1/2 ( C 9x7.25 C 4x7.23 TS ?x2x.2 0 Q SEE DETA'.i ., z �t. 4 _�_ SECTION N N -'+j Z� _ul) SEE �__�r�� _ OF HINGE PINS SHA!L BE THREACED IN ORCER THAT ,'BUTS A,ND 0:+_j a_fn 6X6 2 t3 Axl/2 � C 4x7.23 C 4x7'.25 ITS 2.5-fl 3x.2':0 SEE DETAIL •F' ,n ' DETAIL 'D' ,- -------------- -- SECTION K-K. 1 I i a !OCK `,MASHERS WELL IBE FLUSH WITH THE HIND: ?IPE. THREADS L:i� -,• � : 3x9 C '5x9 t5 3.3x3.'Sx.Z54 �EC 0 r~ 3x8 2 IES' 3x1/2 ,- -- -- •-- -- ,�„ BEYOND THE NUT FACE SHALL. B'E DAMAGED 74 PREVENT REMOVAL. ' �'' �^...._ � • �-- o.� � 3xlQ 2 1a: 9 t/2x1/2 : 6x10.5 C 6x!0.3 TS 4.7x2x5250 0 -- .-__r � ¢ s • i �V PL I/a x 2 5. AL1_ FRAME MEMBERS SHAL! B GAL VANtZEO AFTER FABRICATION. 04 G N �x4 3 t2 1x1!2 ( C 4x7.25 C 4x7.25 TS xu o 8x6 3 12' 2x112 C 4x7.25 C 4x7,25 TS .3x2.5x. 50 PL I/4 s 1 {/2 6• 12• 6• caP ax '-•t t/ . � �__._ -SHEAR PIN 6. IF FIELD WELDS ARE NECESSARY. GAL VIf;UN, GALYALLOY OR u a a � 81c8 3 I2' 3x1/2 ': C 5x'3 � 5x9 TS 3x3x.23Q 9 i/Z 3 4 1/2' x O 2 OEPAt�TP/IEIT APPROVE+ EQUAL SHALL BE USED FOR COATING. .� °' ----SNEAK PIN �� ,-'-' �.r $x!Q 3 t2' 4 !/221/2 G 6x10.5 ( : 6x1'3.3 TS 4.5x4.3x.?30 24' HINGE DETAIL is} , t a a: DETAIL 'F' O"W�' 0 !'I- T 1 {$li. 1 a 2t DETAIL 1 L D `� x IOx6 3 ta' ext/2 C 4x1.23 C 4x7.23 TS 2.3x2,5x.t30 18° FtII N�E OE A �,. " ?. MID-BUMPER SHALL BE USED FOR 3 HINGED BARRIERS. 5¢ Ei n� � 17x3 3 I8' 3x1/2 C 3x9 C 5x9 TS 3.5x3,51.250' ! LACE v 0 8. ANY DEVIATIONS OR MODIFICATIONS TO THIS STANDARD SHALL BE owwn Ioxto 3 I$• 4 Ir2xv2 . 5110.5 C axlo.3 Ts 4.3x4.51250 } r-PL 7/8 x t2 x 1'-O'. FLAT% T PL 7/3 x 9 x 0•-9' 4- r A-1. ( PLATE w APPROVED BY THE ENGINEER. �J tit, 4 17x6 � Z4• 2xi/2 : 5x9 C 5x9 t3 3x3x.?59 .. PLATE T ♦ ! - � ' 4 �� t2xa 3 24' 3x1/2 C 5x9 C 5x9 ITS 3.5x3.52.250 1 _ �M P• -- '• 'p 3' 6' ! 3` 9. AT OCEAN OUTLETS OR tiYHEREVER THE TOP SLAB SERVES AS A a? mz- • t Vs 3` �i 1/2' S/i6 17 .r..._ - ... PUBLIC WALKWAY. THE TOP SLAB THICKNESS SHALL BE INCREASED � xu LZ !2x10 3 24' 4 1/2x1/2 : 6x10.5 C 5x10.3 IT 4.514.5x254 3/iy TYP.` .___ yI 1 ! I .. _ 3Y 3• IN ORDER TO PROVIDE A RECESS FOR THE HINGE TCP PLATE. r TYP. s I i 1 l i I - 4,, - SOFFIT i l D 1N1TH GROUT AND SMOOTHED AS � M ,`DL c4xi� 3 24• ?xi/2 C 5>s9 C 5x . TS 3x3x.?'0 -. r THE RECESS SHAL B_ BACKFIL_E _ _�SOFFIT f� ------ � 4 14x$ 3 24' �SxtO.S C ox10.'S TS 4x4at.254 jHOWN. r- x 14xi0 3 24• 4 !12x1./2 i C 7x12.23 C 7x12.25 T3 513x.250 -. FL 3/4 I _ PL 5/3 TYP. �-• S/15�/ TYP. I s•-• . t/r• 0 t?CLBLE �• Sr16 > 14. PROTECTION BARRIERS FOR RCB CONGUNT3 SHALL BE SLOPED TO 21 a oCl6LE EXTRA Y - �� O ,WING OP IN THE DIRECTION OF LO !t2• {TYPO $Tn�YG STAINLESS + I Ir2 {TYP.) � EXTRA STRONG PIPE iV-. ''- STiE, PIPE ' DETAIL 'E" SECTION 0-'0 11. MEMBERS SHALL BE SELECTED FROM TABLE I UNLESS OTHERWISE DETAIL. C SECTION L L NOTED. �� 1?' PL 7/a x 12 x i'-O' 12. DESIGN LOADS' r_PL 7/8 x 9 x 0 -9• A. 6. 3: A. I,^1L.ET/OUTLET• SULKED EFO = 85 PCF 1 t/?• ( 1 !rlb•sa! S, -�I ,/,�.� H6.i,. - a. OCEAN OUTLET., ^ CITY OF RANCHO CUCAMONGA > HOLES. �- M TYP. n I 4. l3O4 Poi � 'SAND PLATE AREA TYP. 1. 600 P5F C LOWER OPEN AREA O CFD PUBLIC STORM DRAW IMPROVEMENT PLANS FOR I'D 10h 1 `' " LOS ANGELES COUNTY DEPARTMENT OF PUBL IC WORKS �Q �� DETAILS SHEET srx _ ---- STANDARD P'�`'N � N ��tiz CFD 2004-01 (TRACT 16226 & 16227) �, No. 20596 SLOPED PROTECTION BARRIER 3060 - 0 EXP. 9-30-05 ROW2005-00274 $14EE r a of a SECTION M-M PLATE S DETAIL SECTION P-'P PLATE V DETAIL FOF CA�ki APPROVED BY DATE' CITY ENGINEER �CCeuL /i�/I �� RCE NO 24953 ,.. r-n r r- f` r CITY OF RANCHO CUCAMONGA DESIGN �oisc vascx.d�A.. REC� NDED LOS ANGELES Y DEPARTMENT Or PUBLIC WORKS LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS R.C. � 5uib3C ..OS AN�_L_S COUNT CITY OF RANCHO CUCAMONGA VERTICAL CONTROL :OKICH �.�.,a 9seu (� STA`d:'rARD PLAN STANDARD PIAN BM #10090 DRAWN FAIL 949-251-051 SET 2' BRASS DISK IN CONC. CURB STAMPED s c w u►*x FAx 91�as1-DSU SH E E8821 n U SLOPED PROTECTION BARK I ER 3 0 6 0 _ 0 SLOPED PROTECTION BARRIER 3, 060 - 0 'CITY OF RANCHO CUCAMONGA BN 10090 1987' D.L. P NN.as INaIN!!ai sueviroas 18 OF 23 SHEET 7 OF 3 AT SOUTHEAST CORNER OF SUMMIT AVENUE 'SHEET 6 CF a (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED DRAWING NO. .. RCE NO 20596 CITY AT END OF CURB RETURN. YEAR LEVELED 1987 S.C.M. 2018-D1 DESCRIPTION OF REVISION DATE APPROVED: ELEY: 1534.374DATE '4 FILE NO I:\60400\CFD\SD18.dwg 3/17/05 PROJECT SHEET NO. OF STRUCTURAL NOTES 1. DIMENSIONS FROM FACE OF CONCRETE TO STEEL ARE TO CENTER OF BAR AND STRUCTURAL SHALL BE 2 INCHES UNLESS OTHERWISE SHOWN. DESIGN CRITERIA 2. CONCRETE DIMENSIONS SHALL BE MEASURED HORIZONTALLY OR VERTICALLY / ON THE PROFILE, AND PARALLEL TO OR AT RIGHT ANGLES (OR RADIALLY) TO CENTERLINE OF CONDUIT ON THE PLAN EXCEPT AS OTHERWISE SHOWN. LIVE LOAD H2O - S16 - 44 UNLESS OTHERWISE NOTED 3. ALL BAR BENDS AND HOOKS SHALL CONFORM TO THE AMERICAN CONCRETE s INSTITUTE'S 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE% 2001 ?r EDITION, SECTION 7.1. DEAD LOAD / 4. PLACING OF REINFORCEMENT SHALL CONFORM TO THE AMERICAN CONCRETE EARTH LOAD PER MORSTON'S FORMULA: w = 125 PCF 6• \70' / INSTITUTE'S ' BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", 2001 Ku = Ku' = 0.150 EDITION, SECTION 7.5. Bd = OUTSIDE WIDTH OF BOX PLUS 4 FEET Oq �� / SIDE EARTH: 70 PSF PER FOOT OF DEPTH 5. TRANSVERSE CONSTRUCTION JOINTS SHALL NOT BE PLACED WITHIN 30 INCHES OF INTERNAL WATER PRESSURE: 62.4 PSF PER FOOT OF DEPTH �! MANHOLE OR JUNCTION STRUCTURE OPENINGS. WEIGHT OF CONCRETE: 150 PCF / 6. TRANSVERSE CONSTRUCTION JOINTS IN WALLS AND SLABS SHALL BE IN THE SAME PLANE. NO STAGGERING OF THE JOINTS WILL BE PERMITTED. TRANSVERSE ALLOWABLE STRESSES CONSTRUCION JOINTS SHALL BE NORMAL OR RADIAL TO THE CENTERLINE OF \ CONSTRUCTION. f = 4000 PSI (AT 28 DAYS) (SPECIAL INSPECTION NEW RCP BY OTHERS 7. THE TRANSVERSE REINFORCING STEEL SHALL TERMINATE 1 INCHES FROM THE IS REQUIRED PER GREEN BOOK) \ CONCRETE SURFACES UNLESS OTHERWISE SHOWN ON THE STRUCTURAL DETAILS. f c = 1800 PSI 8. EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE ROUNDED OR BEVELLED. n - 9 SHEAR AND BOND STRESSES PER A.C.I. 318 - 2000 9. NO SPLICES IN TRANSVERSE STEEL REINFORCEMENT SHALL BE PERMITTED OTHER REINFORCING STEEL: ASTM A615 GRADE 60 THAN SHOWN ON DRAWING WITHOUT THE APPROVAL OF THE ENGINEER. NO MORE — THAN TWO SPLICES WILL BE PERMITTED IN ANY LONGITUDINAL BAR BETWEEN TRANSVERSE JOINTS. SPLICES SHALL BE STAGGERED. SPECIAL NOTE FROM SBCFCD O 10. LONGITUDINAL STEEL SHALL BE LAPPED 20 BAR DIAMETERS AT SPLICES. 1. USE CONCRETE WITH MINIMUM STRENGTH OF 5000 PSI TRANSVERSE STEEL SHALL BE LAPPED 48 BAR DIAMETERS AT SPLICES. ON THE RCB AND ON THE JUNCTION STRUCTURE INVERT. 11. LONGITUDINAL STEEL SHALL BE CONTINUOUS AND EXTEND THROUGH ALL 2. USE MINIMUM CONCRETE OF 4000 PSI ON THE WALLS AND SOFFIT, CONSTRUCTION JOINTS. 12. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, TRANSVERSE JOINT KEYWAYS (IN SLABS AND WALLS), AS DETAILED FOR LONGITUDINAL KEYWAYS AT THE BASE OF 41 THE WALLS, SHALL BE PLACED AT THE END OF EACH POUR, BUT THE SPACING + THEREOF SHALL NOT EXCEED 50 FEET OR BE LESS THAN 10 FEET. ALL +'r CONSTRUCTION JOINTS IN BOTTOM OF SLAB, TOP OF SLAB, AND SIDE WALLS SHALL BE IN THE SAME PLANE. NO STAGGERING OF THE JOINTS WILL BE PERMITTED. S J 13. UNLESS OTHERWISE SHOWN ON THE DETAILS, IN CURVED SECTIONS TRANSVERSE 21 BARS SHALL BE PLACED RADIALLY. STRAIGHT TRANSVERSE BARS IN TOP AND BOTTOM SLABS SHALL BE SPACED AS SHOWN ON THE THE TYPICAL SECTIONS. SPACING SHALL BE AT THE CENTERLINE OF THE BARREL ON THE OUTSIDE OF THE CUVE FOR DOUBLE BARREL BOXES. STRAIGHT BARS AND L-BARS IN WALLS / SHALL BE SPACED AS SHOWN IN THE TYPICAL SECTIONS, WITH THE SPACING 4 MEASURED BETWEEN THE VERTICAL LEGS OF THE BARS. SA ?� 14. AT THE BEGINNING AND ENDING OF ALL POURS, A CURTAIN OF REINFORCEMENT SHALL BE PLACED 3 INCHES FROM THE TRANSVERSE CONSTRUCTION JOINT. 15. THE VERTICAL WALL STEEL IN INTERIOR WALLS AND IN THE INTERIOR FACE OF THE ql- EXTERIOR WALLS MAY BE SPLICED AT THE CONSTRUCTION JOINT AT THE BASE OF THE WALL. THE SPLICES SHALL BE 48 BAR DIA. 16. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60. ALL REINFORCING SHALL BE FROM IDENTIFIED STOCK WITH MILL ANALYSIS SUPPLIED. 41 O N Edw 10" THICK CCNC. WALL, NORMAL WEIGHTEAM PER (B REINF. 2 Q REINF PER 21 XIST. CHANNEL WALL ' `v 4012" O.C. TOP & BOTT (n TEMP AND SHRINKAGE REINFORCING (� 40" ONC. SLAB TOP & BOTT NORMAL 5 WEIGHT CON(. REINF. PER � #6 TYP. EA. END 21 3Q' 0 EA. HORZ. BM REINF. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - X z 3 1r r 21 _ I :)I 2 \ 2 BEAM PER SECTION — — — - 19 w 21 Q�oF �oy (� Thornton-Tomasetti Group ��o (. XIST. CHANNEL FTG 2415 Campus Drive Suite 110 btiine,CA 92612 n .� (949)271-3300-(949)271-3301 fax * xp. 6-30-06 * iL NEW RCB PENETRATION ;er'Nk,NY-11':bark,NJ-Tvx:L- A<CT-0ce!_A VA � U a3,R Cgs,7X -C-4 erg Grnry,CA `fl '�U C T�� Q NEW RCB BEYOND 'lF of cJ%� NEW VERTICAL PANEL JOB N0. GG4684.00 PENETRATION L VATION 2 CITY OF RANCHO CUCAMONGA 0 NOT TO SCALE 19 CFD & PUBLIC STORM DRAW IMPROVEMENT PLANS FOR oQ'OFESS��I I C. STRUCTURAL DETAILS SHEET DRAINAGE ' N CFD 2004- 01 (TRACT 16226 & 16227) 67 — 1r1 L �* Exp. 9-30-05 05 * ROW2005- 00274 9lFOF APPROVED BY : / DATE: CITY ENGINEER /'�� !��// �� RCE N0 24953 CITY OF RANCHO CUCAMONGA DESIGN Mo.s, 17320R,&iMAm REC 7NDED Suits 350 R.C. CHANNEL PLAN CITY OF RANCHO CUCAMONGA VERTICAL CONTROL ® / '^ NOT TO SCALE o o r c x Voka44,u 42614 v/ Voicx 425/-8821 SET 2'Bm O BRASS DISK IN CONC. CURB STAMPED DRAWN ' SCHULTZ rAk 449-251-0516 SHEET 'CITY OF RANCHO CUCAMONGA BM 10090 1987' D.L. v moms I N o 1 N I I R s s u a v I r o s s 19 OF 23 AT SOUTHEAST CORNER OF SUMMIT AVENUE (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE; CHECKED /l4MCE NO 20596 DRAWING NO. DESCRIPTION OF REVISION DATE APPROVED:YED: AT END CUB RETURN. YEAR LEVELED: 1987 S.C.M. DATE ( 2019-D1 FILE NO 1s\60400\CFD\SD19.dwg 3/17/05 PROJECT SHEET NO. OF Munoz= 02901 UP Mo H2O-S16-44 SURCHARGE LOADING III III III- '.. III III III III III III III III III III III II I III III III III III III III III III III III III III III= � III III III III III III III Iii III III III II ! III III II I III II { III III III III II { III III III III III III III= III III IIMI I IIII III III III III III I I III III III II 11 III III= I I III III III III III III l l i III III i l 1= 0 0 . . III . . . III . . . III IIS. III ._ . . III III . . . III . . . III . . III 111 . . . 111 iII LiL 11 J 506" O.C. 5012" O.C. N HORZ: H+16" • • 5012" O.C. HORZ: H/2 • 506" O.C. HORZ: H HORZ: H/5 & VERT: V+16" Z CLR • z Z CLR M O G g J5012" O.C. VERT: V+16" wo W o LONGITUDINAL BARS 5012" O.C. ,J4 0 12" O.C. Q HORZ: H/2 & VERT: V+3" 0 X w 5012" O.C. HORZ: H/2 & VERT: 3/4* V 5012" O.C. 506" O.C. CONSTRUCTION HORZ: H/2 HORZ: H/5 & VERT: V JOINT INVERT 506" O.C. • HORZ: H+16" 5012" O.C. HORZ: 3/4*H 2" MIN. COVER BOX CHANNEL BEDDING NOTES SAND UTILIZED FOR BEDDING SHOULD BE FREE FROM CLAY OR 0 11 ORGANIC MATERIAL, AND SHOULD BE GRADED SUCH THAT 90 TO 100 PERCENT t�jl N WILL PASS A NO. 200 AND SHOULD HAVE A MINIMUM SAND EQUIVALENT OF 30. . o THE BEDDING MATERIAL SHOULD BE PLACED ON SUBGRADE WHICH IS FIRM AND UNYIELDING. WHERE IT BECOMES NECESSARY TO REMOVE BOULDERS OR OTHER INTERFERING _ - OBJECTS AT SUBGRADE FOR BEDDING ANY VOID BELOW SUCH SUBGRADE SHALL BE FILLED III— I I ( III I I III I I ( III I 1 I { I I I I ( { I I III III III I I o z WITH THE BEDDING MATERIAL. WHERE SUBGRADE IRREGULARITIES FOR THE BOX CHANNEL III I I I I I I I ( III I { I III I I III III III { 1-:::— d 1I- RESULT FROM REMOVAL OF LARGE BOULDERS OR COBBLES, SAND BEDDING MATERIAL SHOULD { III III III III III III III III III III III III III III II � BE PLACED TO PROVIDE UNIFORM SUPPORT. JETTING OF BEDDING OR TRENCH BACKFILL . MATERIALS IS NOT RECOMMENDED. 'H'=VARIES 0 EXIST. CHANNEL 10'-0" MAX ® RCP: 7'-0" MAX / W-6" MIN. 10" VJ TYPICAL R.C. BOX SECTION 1 NOT TO SCALE 20 Q _ T2 0 20 BAR 2" 1" Thornton-Tomasetti Group �`ti° Q�OF IIO ` DIA.. T2/ ti`s F c — I/L � � Q 2415 Campus Drive Suite 110 Irvine,CA 92612 r j� (949)271-3300-(949)271-3301 fax Exp. 6-30-06 tYrr Yuk,NP-N-h•ark.W-Tr.•.i.�A='T-L,4, N VA 04 _ - -. U:r_�ga,R-U��s,T1(-(:x�•ar�Gr.r,tY,�A sl 'AUC 1�� Q' • • • • --- • JOB NO. GG4684.00 _. EQ 00 0 0 CITY OF RANCHO CUCAMONGA STORM DRAW IMPROVEMENT PLANS FOR ESSSTORT2/3 C. M<0] STRUCTURAL DETAILS SHEET _ICFS 200 01 (TRACT 16226 & 16227) � No. 20596 r" ,,, T2 Exp. 9-30-05\* ROW2005- 00274 TOP OF WALL SASE OF WALL TRANSVERSE JOINT �0APPROVED BY : DATE. z CITY ENGINEER / �� G��7��P� RCE NO CITY OF RANCHO CUCAMONGA DESIGN ,.o.s� I7320Red6ilAva REC O NDED JOINT ® TAILS 50 R.�. FAX: 9446 CITY OF RANCHO CUCAMONGA VERTICAL CONTROL o o r c x 4oice.G 251 CONSTRUCTION BN X10090 DRAWN � yoi�94¢251 B.A.8 SET Z BRASS DISK IN CONC. CURB STAMPED seeu►T: eax 949 251-0516 SnHEET NOT TO SCALE 'CITY OF RANCHO CUCAMONGA BM 10090 1987" D,L, v o s s E N G I N i/R s s u a V a Y G R s 20 OF 23 AT SOUTHEAST CORNER OF SUMMIT AVENUE (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED �CE NO 20596 DRAWING NO. 0 DESCRIPTION OF REVISION DATE CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 S.C.M. / DATE �� FILE NO 2019-D1 APPROVED: ELEV: 1534.374 1-\60400\CFD\SD20.dwg 3/17/05 PROJECT SHEET NO. OF HEADWALL OR ENDWALL 6 1 21 --#4 ET 0 12" TOT. 5 2 EXIST. CHANNEL WALL #4 LJ 0 12" O.C. TYP. 3-#8 NEW RCB 30" TERMINATE END INTO BOTT SLAB 2'-0" LAP W/ STD. 90' HOOK #4 0 12" O.C. 17 #4 J0 12" BACKFACE REINF. PER #4 ] ® 12" FRONT FACE • RCP BY OTHERS PER PLAN STS 3-J8 fOi I #4 0 18", STR., BOTH FACES Q • I I I 4-#6 I WALL AND REINF. PER s 4-#6 #4 TIE 0 12" O.C. #4 F—O 12" O.C. W/ 6" MIN j EMBED INTO EXIST. CHANNEL WALL W/ SIMPSON STRONG-TIE F-------- --------------- ALT BENDS RCB PER PLAN 4 2'-Cr -- --------------- F• Q 3-#8 WALL STIFFENING - M DETAIL 0 0 0 It, 2-14 a 0 NOT TO SCALE I—III-1 I I_I I I_I I I--III N 2-#4 I !,;,III„Iil,;,lllii III-11 ! . _ Ii�111lIII III=III I- x i ! I 11111 I i I I #4 0 12" O.C. TYP. RCB TO RCP CONN. ri r i NOT TO SCALE - 11-p- 30" • #4 0 12" O.C. 0 1 O Cr SLAB RCB ,#4 VERT 0 12" O.C.— RCB TO RCP CONN. PER NOT TO SCALE 21 #4 CONT. 0 12" O.C. TI—I I— I�I-� I , 2- I a 0 tr- 24" ' ' IS, N #4 24" VERT 0 10" O.C.- 2" ztl=In (4)- #6 . . N3 ro0LR D oRC TO .SLA TRANSITION � U- LE#4 TIES ® 9" O.C. 2, iNOT TO SCALE 21 N R 3 C) L • N �00 135 ° BEND 90 ° BEND 0 COLUMN TIE OR BEAM STIRRUP 4-#7 0 4D z _ F 1/2- MIN g SLAB PER PLAN o = R E !0, NEW HEAD WALL EXIST. CHANNEL WALL i N R Thornton—TomaSettl Group �� 90 ° HOOK OFFSET 1800 HOOK s= p `} g �� SLAB REINF. PER PLAN2415 Campus Drive Suite 110 Irvine,CA 92612 R=3D FOR #2 THRU #8 BAR (949)271-3300-(949)271-3301 fax # xp. 6-30- 4D FOR #9 THRU #11 BAR Pte M (rx k,NY"i.i'a ar k 14J-Crr1 tlrA CT"D1C,-,rN.4A 24" #4x30" ® 12" O.C. 12D FOR #14 OR #18 BAR is t;alaArx"usr-,AC sity,CA fl�lF�UeTl%O��Q � 14 q) 12" O.C. W/ 4 1/2" 0 CENTER OF WALL Of CA1.�� JOB N0. GG4684.00 MIN EMBED INTO EXIST. ' Y OF RANCHO N CONGA W/ SIMPSON STRONG-TIE (ER-5279) REINFORCING STEEL DETAIL 7 0 EXIST. CHANNEL 0 NOT TO SCALE 21 CFD & PUBLIC STORM DRAW IMPROVEMENT PLANS FOR cJ oQ�Of ESS�p�I C. STRUCTURAL DETAILSSHEEr • 0 SET DOWELS W/ SIMPSON , V) 6 CFD 2004-• 01 (TRACT 16226 & 16227 SET EPDXY TYP. No. 20596 '^ rz III+I � �* Exp. 9-30-05 * ROW2005® 00274 Civil- F OF CA0F� APPROVED BY / DATE: - EMBED EXISTING STEEL BARS REINFORCEMENTS WALL JOINT ELEVATION �J CITY ENGINEER /(� � !�� RCE NO 24953 INTO NEW JUNCTION STRUCTURE 1'-6- BEYOND OPENING OR 2- CLEAR OF BREAKOUT NOT TO SCALE CITY OF RANCHO CUCAMONGA DESIGN 1110!1. 17320PedhiNAv& RECOt�MENDED Suits 350 CITY OF RANCHO CUCAMONGA VERTICAL CONTROL R.C. ® OOKICH 4rine,u 92614 co BM 110090 1 Voices 949-2518821 �/� CHANNEL SECTION OF RANCHO CUCAMONGA BN T Z BRASS DISK IN CONC. 810090STAMPED 98-r DRAWN S E R S fR 949251R S SHEET D.L. P N[HS INOINilRS SURVEYORS 21 �F23 AT SOUTHEAST CORNER OF SUMMIT AVENUE NOT TO SCALE (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED20596 DRAWING NO. DESCRIPTION OF REVISION DATE CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 S C ` CE NO APPROVED: ELEV: 1534.374 ATE _ FILE NO 2019'®1 1:\60400\CFD\SD21.dwg 3/17/05 PROJECT SHEET NO. OF 1 j , �'AR 3 x 3!3 LR ;. - ',4EL�o cN --. -'�• tt�Ax_ EXIST. OR FR.P. 60TTOM CF _ )iEADWALR. OR 3AR 3 x 3J3 ;OAC{ AS CONTOURS, _- STIFFEh£it. �TYY. WittJ`rY.ti!L ` \\ L�4YUGHT CUT I hECE35�RY -��nUr2At� ChC. D SORT --3aR 3 x 3/3. TYP. r4� EN LR �- 3 .rt 3 x 3J3 i } / --��-- ----- -------- --------- -- .--� --------- -------- -- ---- ------- ---- --- ---- Q ON ! Tra - C? .� 7 \ 30'Tovl Cr j uR£A'FR , F C \ / / THE RACK AS i � _ k 3J3• ! ''I nO_NU_0 CUTOFF 3ECESA Y 1 7c� 1 I/ �v ♦ o T t n TYi', ,� cv ,- . ,-- r FL`fltt i , 2 I r , ,. , xt5t. OR t!4 _ ( I; r--BAR 3 x 3!3 # tY?� I141\ A P. HE'G- - r CT T� >�'�EN L �/ i A�0 hUt, 5' �4�LL -w r f _�'- � l „ T` V$E�MSENT, '� I. l r 1 a L ~``J I t/�' 3 ,r 1_- E j nlI �Y- \ SPEATER �Tl � T'rP. ,\* T- •y s' r2'-5' MAX. ABOUT ILL t _ i C J TLE T R\I� 2 -� G 3NJ i N r- a --_L. T A ca z �! r� Vt 5 H-2) ----�---�T Y P. 12• tf.14V,I ,4 A.S.. 3' c� \ a`Y ,gyp, 1•g 6 60' `' I i' ,� ap / -_ -.�_�y _} 4. COti'.R 1+ _ :Qv3fviYTTR.CJL TI 5 SECTION D-D - x .toi4 2) A`_' tni ~•� SECTION -C SE G r ( �I-1 I S rl I . l - °a \ 5.1' ffr. SAL :uTLF T o r �,�• 2141.69 IW G4;�GU t t!Z'� x i' LONG, - _IST. CH r `ti `L I , CLT AND "•F+JT. 5' - -. PRO?. SL OPE �� ' 21 9 R \1 ` SCALE 1"=20� 4 EX STAINLESS H LTI 4. 30_T 3 ltiJT 3{,5 C� / f fJ2' ► , 7' Nf_Tf 3a? 3 x 3/3. _ `C / EXIST. God ?1'tO?. l 'LSF a 'r ="A3EJNM7, tr?. ! r ,3♦O�" tTY?J. _ - _ f-6R MGE ALIGNMENT -� - - - - _ a --?.�R 3 x 3/8. 7r?. KrYtK-BOLT 3R TYP. --�-- -T-- 217 ! �--- ,"It.isXaL: ;ll j ',Y ;P' F CA3� EO'JIYQLE,�to'" tr ) 1/4 N , . 79 1 T AND '4]jT. 1 � -BAR 3 x 3/2. TY?. PLAN /r- :: . �\ / £ t12• 00. rPROvICE 3,4TT;D •� + + + ( + ` !'sas= :� �'"` ' �,CONCRETE_ r OLE. 3:E tR + + +'+`+++ 1 ++`+'« +++'+++++++, + 4+++++ ++++i r TY?. 3 : 313 N{TY?.) _€TAIL 'r' + + Z 79 :1.49 79 + xf ` tTY?.) SJ 11 r 1.2 0 +++++' I I 9 1j4;9 � 2142. + + +`+++'+++ + +`♦ +,++' ' +'+:+ ++++++++#+ •} �. + + ++++++ PLAN cE 3_.A. C-C. ��+._. �. PPCRT # ZO}2 ' AN ♦`+ :ter+ �+?� '. + +' F4?. 9 ]7�}}�y// .8� I Ie 1 4: 2}34.99 + + + , ♦ +{' u, + + `41 _ ��r- FCS GET,.t_5 a•I t• t,Y? ) R�. I/I� I �i I I I I + + 4 ++++ ++ + +`++ ♦ + ^ +' `+ f++` 4 4♦+♦+ / ScE 3=C T C•C. I I � S/3' /q d �� ++ + ♦ + ++++ +.++ +` +' `+ _+` + + s-v-t t `++ ++++++ + + +++ "`-'1' SEt SECT. 0-1. ly{ .. D,---<TYP. _ _ r + + A !! _ + + + +'+ # + ♦ + + + + + + + b 4 '+«+++n++++ Y++♦+'+ +~+++#++t 1++'4+4.`+,T'�+'#`+++++++ { ♦++++++4`+++ +++`++ + # 4 +++++++'} +4++' ��-+.-. ETA.ILS �y� �•- .�__ �_• 1 + + t t i + + ♦ + ♦ 4 + + + + + 4 + + + 4 + + 4 T, 11 t + r+ + + + + + r + + + + + + +� + + + + + +++`+ + + + + + ♦ +` `.'� . ++ + + a + - + r+ t�'J)� f C� CT ` {y 51�. '. r•9R !�1 _ r t A + + + + + �+ - �� ' , V STY + �•`9+ + ++ + ++ + +++ ++ +++ ++`+.+...++++++# + ++.++ +++« +++++ ♦ + + + # + + + t + - +�- �.� r3ETA.L 5 3A2 3 x 3/3. J ti + + + . . ♦ + --ff 79 + + + + + + + + +` ttF;3 Z + + } t � + + + ++ + { ,l{{/` + +�- - - L^^T_ '1! 1 TYP. + + +`+'+ ++ ++ +�+ + + + + +++ ++ + +++++ +{. ++ + +++♦ i+ +`.+.a---1+ + . + + +++ _ + --r �_ .I .3'°� _ C( rS__ CBCT. -D, �=� t tl T - 4• i' (TY?.) AR 3 : 3J$ + + + +++ ++.��,+ ++ + + + r r♦+++ ++ +t++ + '+ +++`♦+r+ ++++`++ _ 4 I 'V fes~- 7 SA.2. CR I �J•� _ +. . + + a-'` DETAILS �� . T'' CONC. S!rt??QRT, R'M /A$i E� + + + + +' 0' `r + + + + + + ION + SEE E r- + + + + + + _--- __ .T _,,_._ rt.___m--_ _,,,_ _ .._..-_ _-_ �____ _,_ �•-- 1 .�---- •_._.- - SUPPORT. �. +++ / r" -CUTLET ✓- �'sI -T' SFE 3=CTIOA r- +*+' ++' 1 LL'TLET 1 rSUPPORT ? ' .- ----- + +++�`++ - - �t-�' -�" GONOUtt -� rLEVATION PLAN \\ + } SECTION 373 + + '+ + - ,� cove. sLPa�R T + + + + . + N Gr A �TT DETAIL SECTION A-A '=«.+ 72.61'_- , CETAIL'r' 'EXIST. OR PROP. ++++++ ' ��` -Y' - '� H:AV�VALL AND l ? ,� �"`I ,ti �-- ++ ++ ��/ ihllNv�SAL4. I `r �3lICi R + +'++ 48 \. 50 7 a� EXIST. OR PRO?J1`'C\ + ,' 49 / �,'- s rte . ```. H£AOtiYAwL �' I', (j ��91 41- + +'+' + ++` ' ```....� 2135.0 `...._ _ 21. n ~� �4.� - _ +t + . -! TYP\ 1!4 �� I ) I �/ �• CON(. SUPPORT I (; t3H. � ! f SLP?ORT- /`a•.-� -"� . N=MOVA13LE �- r �� \ 3A..R 3 x 3/$ 3'3 REr�Ov,3__ 1 P0RT1ON--'r P C� LOT 48 49 �� ACCESS RAM O `CTI°"- ttr? ? 0ETA1�'�"�� CASE E`. Cs�SE 8 DETAIL 'P' (SH. i) �$'T 21 E'1_r VATION r LEVATI ON APPLIC S TO THE TOP AND 30TTOF,A TRACT NO. 16226-2 BARS THE REMOVABLE PORTION ONL'( LOS ANGELES COUNTY DEPARTMENT Or PUBLIC 'rvORi{S , t ,TANOARD PLA'V LOS ANGELES COUNTY DEPARTMENT Or PUBLIC WORKS ITR ,�SH RACK ( INCLINED) 'FOR STORM DRAIN I - iTA'dDARC ?�av 13089 APPROVED ��..=r ��!.�+..�-� -- �i31iI��2 ! saE, T I of T?;a� i-� �Z�CK( INCL INED) FOR STORM DRAIN 60c3 �� - �) o aJx.L�c •.vofns Ca- T ';R:ET 2 0 3 1 1 ql Q0 �V NOTES i. 11JAXIN'UM S+?E OF OUTLET TO 3E USED WITH tH1S RACK I; 43 $ S p/L 8NDRY. Ir 1 • r r f I- PIPE OR 43 `NIrc RCB. MA:f1.4J �t LENGTH 7Ti{ ,r RACK _R I � C "J 2E ADJUSTED 30 THAT THE SLOPE CF THE CRAG( IS TRA C% 51' 2. L R a, - + O Q '+ APPROXIMATELY 2 HORiZQIVTA'� 70 I VERTICAL. 1622 15' 3. r`riE CONCRETE SUPPORT 13 NOT NEC s3ARY IF EXISTING CR i 14' if' 10' 15' 4 PROP03 3 INLET STRUCTURE HA3 AD-QUATE SUPP(.RT CUTOFF _ f? `3 NOT EL I%iINATE THE NEED FOR A CUTOFF WALL BUT / SCALE V=20 �raL 1 . I T Oc 3 ACCESS ROAD ACCESS Rr4MP CAN UE INT_314ATED 'WITH ONE WHEN REQUIRE0 AT A RARTICULAR 19.50 Q IN`�T;1LL ATION. EXIST. GROUND-,�� so �- 4. GALVANIZE ALL E;�PosEo FERROUS ?ARTS AFTER FAaRICA,.ori. h 01,,R Tw 0' 2.0' 1_D' S5' 4.5' - 5. IF FIEt:D HELD ;ARE NECESSARY. USc GALVICON. GALVALLOY OR p1 Z 51 FS /' 2f1 .38 711' OCEPARTMENT APPROVED EOUAL FOR COATING,. 2064• 2068.38 FS r + + + + + + + + + + + + + + + + + + , + + + + + + . t ♦ + + i p`� � I � o. ALL BOLTS SHALT far I/? IN DIAMETER AND ?' IN LENGTH. ON + + { + + + 4 + + + 4 + k + + 4 ♦ + t ♦ ♦ { + + 4 4 + + 4 , + •+ ' � ' ' + + t + + t + + + + + + + 4 + ♦ + + + + # { 27, LEVEL INE _ ` + + , , + + + RFr.14VA3LE PORTION OF THE RACK USE (, SERIF-3 � AIMLESS + . + + + + + + + + + + a + + Y(�� /} �• / A /�+,++-+�+� + + . , + . + + . + + + + + + + + + + + ♦ + + Q r + + + + + ++ ++, ! +++ +++++ • ++ + +•++ + +++++++++{ - 3T, l. 3Vl.TS A.w1D IvIJTS. '1rHE1�E HGaD'tiAiL .� tis '1VINrVi,Li. sSRG r { t + 4 + i + + + + + + 4 + + + + 4 + 4 + + . + + + + 1 + + + 4 . ♦moi . + +, + + . + + a + + + + . . . + . + + + - + . + . +�{�! { + + + + 79 + + +` + + ° + + + # + + . 79 EX1STIhG. liR►_TI X4YIK-BOLT OR cQU!'JALENT CAN BE USED. + + 4 + + + 4 ♦ + +`444 + + + + + + + + + + + 4 { + + ++ , + + ++i++ t + + + +++ + t + + + +++ ++4 + ++ + + + + + + + + . + + + + . . + + + + t + , .+ . . . . . . . 4 �T+'+'.+. . . { + +++ + + + + + + ♦ , + f DRAINAGE 0 t+ -' + + + + +♦ + + r ♦ + + + +.+.+.+.+ +. , . + + + r + + + + . + t++ + , + + + + + r . + + {!: . . + + + + + . + + + + r + . ♦ + . . + + + + + + + . 41 I I + . . . . + + + + + + + + + %+++++l++++++++%+4 ALIGNMENT +++ + + + ++ F5 89 5 + ♦ 4 4 + + + + A z •, , �. r T r PUBLIC WORi� , LOS ANGELES� COUNTY UcP,�R TM_N 0 ;TAr�D,.RJ ?Lr•.,� _ f-2''- RASH RAC ( INCLINED) FOR STORM DRAIN s 3089 _ HE --- S t 3 t}`' 3 ACCESS RAMP C� LOT 43 & 53 SECTION lv 1 227-2 2 CITY OF RANCHO CUCAMONGA o TRACT O. 6 CFD PUBLIC STORM DRAIN IMPROVEMENT PLANS FOR DETAILS SHEET CONSTRUCTION NOTES O ,��`` �`'�'� F� '�No. 20596��' m CFD 2004-01 (TRACT 16226 & 16227) 41 CONSTRUCT 3' AC OVER COMPACTED NATIVE SOIL 45 MASONRY GARDEN WALL 6' HIGH PER LANDSCAPE PLANS (ALL CELLS GROUTED SOLID) d* Exp. 9-�-05 *� ROW2005-00274 ® CONSTRUCf CHAIN LINK FENCE AND GATES PER CITY STD. PL 607 �9l CI y I L F� �+�� APPROVED BY DATE: Q CONSTRUCT MASONRY RETAINING WALL PER DETAIL ON SHE 16 CITY ENGINEER jj_vt� _� GTiT,�i� RCE NO 24953 79 CONSTRUCT CONCRETE RETAINING WALL PER DETAIL ON SHL 16 CITY OF RANCHO CUCAMONGA DESIGN tea.:. ,7�29RedhifAra RECOMMENDED 0 80 CONSTRUCT GUARD CABLE FENCE PER DETAIL ON SHT. 14 CITY OF RANCHO CUCAMONGA VERTICAL CONTROL s.�a 3so R.C. � o o��d Orin•,u 92614 89 CONSTRUCT r THICK CONCRETE ACCESS RAMP (STRUCTURAL DETAIL SIMILAR TO FULL CHANNEL LINING BM X10090 Fxv- 949-251-o5l SET 2' BRASS DISK IN CON(. CURS STAMPED DRAWN scru►r: FAx: 949251-0516 SHEET n DETAIL ON SHT. 14) 'CITY OF RANCHO CUCAMONGA BM 10090 1987" p.L N N I 1 s I N 3 I N I I 1 S s u 1 v/r o t s 22 OF 23 V AT SOUTHEAST CORNER OF SUMMIT AVENUE (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED RCE NO 20596 DRAWING NO. DESCRIPTION OF REVISION DATEKY AT END OF CURB RETURN. YEAR LEVELED: 1987 S.C.M. 201(1-Dl APPROVED: ELEV: 1534.374 DATE Al FILE NO is\60400\CFD\SD22.dwg 3/17/05 PROJECT SHEET NO. OF i j i i I DR4/NAGE TRACT \ _ � AUGNMENTPIL 0' BNDRYI � JN I 4 44 EXISTING GROUND - --\ ---------------- ---- ------------- -- - - --- ------�'�� --- 1 ---I . ---- ---- ---- - -------- _ - - --� --. I 4 ' 45 20.50 19.50 15' 25' i i 2.0' 14' AC PAVED 13' 10' 1 1.0' o `\ ACCESS ROAD ACCESS RAMP 1�- 9s� I 1.0' 1.0' 41 �i1 ( --- I I 1 I -- 2X �c, 5 41 I � ' \ - --- ---- ---- -- �1 p�� 3 El 79 �,�hh..�` 4 ` - bh0 h9d opt' �'�6?�� •`r�`��' i �� .- �I; p`� ��,�1h0'G 6��'®\ �+, �a `''``_ � � �-� _ �5 I U. Lw -11 I-it �` 'r�` -tib c 4 OR,4/NAGE GNMENT _ SCALE 1 20 aTs r Fr-- �/ . _ -Id- A>- � RETAINING WALL HEIGHT i 80 T Y 2 46.20 TW _0 0 �� d E..- �,�� 12 X9.80 FS 9 2140 f 0 F� N 13031,48E 79 �-' X N ,?�� A. , �, 0' TO 6.1' MAX F OR4/AfAGAUGNMEN�-� '� �, R 67 - - + - - - N 89'29'09" W 1352.96' _ 4 x + + i4- ITI ++« j}#`+}+ +++`r+++ ++ t + ♦ + + + + t 4 + t : t + + ♦ + r + + 4 # + + r + + + ♦ + 4 r + + + + t + LLt + -+ ( / { t - + t / t + + + + 4 + + + + + + + + r r r #♦ (��]Y + # + + {,�(�.• + + + + + # r # + + 4 t + # . + # + + + a a + r--.� �ly� + + + i + + + + ` 0 `+a- + r+; ++r+44t# +#f++++++++a+}+i+ / ir4# + ',Q�/ r ++r + '4++-. +t4 r+#++t4+. +r+r++++Q.�• a 4#} 4r+ �1 ++�4i+++}r I yw a ++ +k+++r r+r++ ` 1 � ' �9 ' , 4 f+} +a++`+++++ + +♦ it++� «�V + + + + + t + + + t -t\! + + `�br` 4� 4 4 + +« + + + + + « . . + « 0 + « «' + + + + + ;� 9 I ,�D�V r + + # ' , ` I + + •-`N# + + + + +#+`+ f . + # a + + + + # # f f + 4 + f Y # 4 rn, (�, (�T + -A + +4++ 4 + a + + + + + + + iy. �..O , « t 4 �} + n .(G •.--/ ♦ i ��# i -k ; ' , + # i + a •��. + + + + + a + + I • SECT/ON 2 + + + t + + + + + + + + + r r # + + -a._+ ♦ r ♦ a + + r r -/ �,l + r - r # + + + + + + r V + + r ++. / +# I Y ` - r t Jr + r t+ + ` ' + + + + + +` # rKKKK +++ + + .+ o� +. 4+++++4 + 4 ♦L+ # + + 4 f i + 4 # i'� + r a + + # V (�L (,�(�� + # + + + i 4 + # # 4 4 + f �j�' t a a 1 + i + 4 + a f�+ ( ([f`'_� + •..J77 + }++ + 4 a44 ++ + 4 +♦ii}+\+\#\+++ +4+ +a#4*a##+#++♦#:i+++fr+++r++♦+#4+}+r#+a++ ++++ +• +\ M` +t44++f+.+r # + + + + + # of +r +� �# �- + r V r' + r r t ` + + + + +-i-.tea--> + + , t`CatV rv�`++ + +��,i�'' + + t ♦ + t + # + ♦ ♦ r + r r �� + �.-- t + r t + }✓T + t r r # + t ++� �� « r ++ ++++++r + + I 6'O - ++++ 4,1 �V- �" �y',`� ,� 23 + + + a + + + + 4 + + + + + +++`++ a` �'7^- . ++++ + + + + +T�.. + « iii`i y-- +� ++ ,t+f + + + + + + 1i# + « + + ++a +++�'� 11�'�1++++ +r«+ r,+i�4++++ ++a* S C 0, + + i.'iw _ •� - 71 7 - - -\ + 1 �/ + a\ +f+++ ++t(V� +a*`..� + ++♦+rr f+}#+ 4 t :r:ra+a+++++# +ryrr a �' .i'r I C! !7� . . .+ YN + A�'"�"4 a 4 + +++ 4 i # - - - TRACT 4s (�) '� R �* + + 4 +� PIL BNDRY. c, �+ :� I ' I s a i+ urj r } VARIES 40 MIN. 51 f MAX. ., ao 3 Ry 15' VARIES 12.50 a is N I EXISTING N 2.0' 14' i i' VARIES ' I i 8 7.5 1.0 ,- _. 1 f AC PAVED RAMP . , ^ ��, l t ... ACC ROMP 0 TO 11 , I , E 114 Ja ?AC r 1��J'� 228- r � I S f DR4IAAGE x i 6, ALIGNMEN57 /58 T ( � ` i 47 60 2129.7 2129.1 -� INDIAN WELLS PLACE 2128.0 2129.0 -x,79 F5 89 81 ? ' El N o �h• ACCESS RAMP @ LOT 58 & 59 RETAINING WALL HEIGHT i VARIES 0' TO 5' HIGH TRACT NO. 16226-2 (opgr- f --- ---- ------- ---- -- ---- -- __--� ----------------------- SECT/ON 3 --- - 23 TRACT I / PIL BNDRY. 45 40.00' O l� 249.41 ACCESS RAMP / � 15' 2 .50 25' 1250 f EXISTING GROUND // Q0 4i LQ 2.0' I 14' VARIES VARIES VARIES II 1.0' ' `L AC PAVED RAMP *1 RAMP * J 0. 1 0 / \ / 4 __ G� h - f DRAINAGE I ( I� Q / ^\� } 29' 41 'F5 ALIGNMENT �� MAX. i N �,L1 �" . 12 4 (-DRAINAGE SCALE 1"=20' �� // I ' 4 46 46 N �-�-�--- �]�7 �� \ DEPIN VARIES W g +7 - `� +' , .1' I 5'�' I _ �'T (I i�� . / l v �� /% k 4 7T, / \ 89 fillSLOPE RAMP SLOPE DEPTH �� I i � 1� I ( I I I '� i I�t�f T- 1-(�?Tr �. STATION 1 2 3 4 1 ( �. f TT� �i ,?�� 42+05.19 9.5' 6.0' 8.5' 5.0' j I f = / • ill 42+55.19 0 25' 0 0.0' + + + +++++++r + r 4 r r r + + r r + 4 + + r + + + + + # i ♦ + r + + + + ++++ + r - +r+ a+`4++ +r++++t+4r ++ ti+++++}♦.+i t. •+}+#+ ♦++++f#+t r+a- +++ +#+#+. +++«+ + f+++#f++++♦+++ a +a+++++++rr♦i+++++�Q ,+a+a+++++++4+1.�+t+#+++++ + a +a+++++i++++r+i++++a++#4+a++++t4rf +r'`+ ++++t4 ++ r + + ♦ + + + r r r + + + } �+ +++ + r + + + + + , t + r + r + + + + + + # + t + + t a + + + t + + + + + t + t + r + + + + - r + + + + + +++ + + + + + + + + .V�.�.T`.rr-fr + + + + �.\ +++4++ + + t + + + + + + 4 + + + + + # �l + r ria r a + + + + + # + t + + + 4 � ++ ++ 41 ++4r+f+f} � r +++++++++4t++t+ ♦a++ +a+ + + ��yF ##r ♦r /++r- + ++++ rr+'+ ♦+ + + + + + « + r # 1�N Y - -++.. + +:_� + + a + + ^+ +#+ . + + ++++++++%+ ++++++++, i 4a+++ r+ } r + +4Tia+t +' +fir++++rr+ }. r +++++ r «+++}+++4 ++++i++a+++♦a V +/+ + + + . r + + '� �� + r + + + + + ( r + r rTr r7r + 4 + S�y +++++ ++++++ r # ++. ++#+ + ,�'�+�` �a « f +++++ +a++## +++++ + + + + + +++�++ + + #��+•65++ +t}�� i#t+ +ln +++++++ +4:+#+ +++#+ r +tt++++4++a+a+++ `+ ++. + + + �!� + t + + + + + ♦ a ♦ + TJ r # •�- ++ ++ f + + `a + + + + + + t r + + # i +`++ + + + + tr g. i� `�1Y #+ + . +`+ + + + r + ++ t ♦ + r + + +� `t++ ++ + +« r r rr r + + + +++ + +`t �' + r r r ♦ r + +r`f t + # ++a +++ . + +++ ++`a r + r + + ♦ r t + r # + # + ++}+ a t + r`r++ + r + + + r r + + + +\�- + a + + + 'i`--r ♦ a + + + + + + t r + r a"yp + + + + + ' + !•G!V/f• + + + ` {�r�+ + + ++ R{�3Q� + + # f + - + + + }�+ + + + r+ `� + a+ r+ + + + + + + + . + ' + +. a`♦ + +\.+ r ++ + }'--"��'T-T--r--�+ t to + +awl +t i ,#�? # +4 +� r + --r--e-�+*l. +f}++ + +++a+ +# �. r�r ++r r + # + +`'z_i` + +i 4+ }+ i + r + + + + + ♦+ . r� r + , + ++r + +4+ ++, ++++++ +r+ra 4++ +F ♦ + � �+ + } + + + a+++• ++ + + r +++ + + ti i + a r + ++r +`a + r + t + + # # + ++ + +`♦ + #++ t+t .r: # : : : ++t + + : ++ . + + + + r a + + SEC TION r4 m�,�`- + r # + +` e- Arn- s + + Fji 23 O # PIL \. BNDRY. 4000 + 'moi+- 27.50' 12.50' ° +4 +►46+ Z-: # 4'. #i# 15 25' FISTING GROUND + +'`- i + ' w k + . . ++ > -_/►'A/OR4/N ��J�Ir�C- 1 J�. �� 2.0 14 VARIES VARIES VARIES 111.0 r" +. � '+, R4afP AC PAVED ROMP 1 ROMP 3 y4). yr 5> 7 S� f DR4/NAGE /+ f41 5 AUGNMENT4• + + + + ,� 2137.0 �� + + + ♦ / F.. .` +/+x+ 3 DEPTH VARIES CITY OF RANCHO CUCAMONGA > + + + + a i a + + a r SLOPE ROMP SLOPE DEPTH ��- J/ + t 4 4 1 TF?AC r NO, -18228-2 �� -� �� `� ��. +� ,f '�\ STATION 1 2 3 4 ---J CFD PUBLIC STORM DRAW IMPROVEMENT PLANS FOR of Ess/ 2}35.32 75+06.00 10.5' 4.0' 9.5' S0' Q� �� DETAILS SHEET gW 77+55.41 0 25' 0 0.0' �0 �� C x ��-_/� �� --.--: ---• �� ACCESS RAMP @HIGH POINT �� `�� CONSTRUCTION NOTES �` y� N No. 20596 1" Z CFD 2004- 01 (TRACT 16226 & 10227 m LOTS 74 & 75 TRACT 16226-2 �* EXP. 9-30-05 *� ROW2005-00274 41 CONSTRUCT 3• AC OVER COMPACTED NATIVE SOIL - � SECT/ON 5 �9, CIV11- 23 OF �+-�� APPROVED BY DATE: V(]�6) 45 MASONRY GARDEN WALL 6' HIGH PER LANDSCAPE PLANS (Al.l. CELLS GROUTED SOLID) A�U® DRIVE �� F c� ! 47 CONSTRUCT CHAIN LINK FENCE AND GATES PER CITY STD. PL 607 / �, CITY ENGINEER i'�/�/� � lt� G7/��i�/ RCE No 24953 I 7© CONSTRUCT MASONRY RETAINING WALL PER DETAIL ON SHT. 16 1�� t CITY O F RANCHO C UCAMO NGA DESIGN 0251 3 3 � 35,E ava RECO M ENDED 0 79 CONSTRUCT CONCRETE RETAINING WALL PER DETAIL ON SHT. 16 I CITY OF RANCHO CUCAMONGA VERTICAL CONTROL R C• o o r t c x lr ak,a 92614 CO 8M 10090 DRAWN vokm949-251-8321 ® CONSTRUCT GUARD CABLE FENCE PER DETAIL ON SHL 14 SET 2' BRASS DISK IN CONC. CURB STAMPED s c N u►.: Fax 949251-0516 SHEET 89 CONSTRUCT 4' THICK CONCRETE ACCESS RAMP STRUCTURAL DETAIL SIMILAR TO FULL CHANNEL LINING 'CITY OF RANCHO CUCAMONGA BM 10090 1987' D.L. V Mons I N d 1 H!IRS s u R v I>/o a s 23 OF 23 U O AT SOUTHEAST CORNER OF SUMMIT AVENUE DETAIL ON SAT. 14) (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED 20596 DRAWING No. CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 RCE NO DESCRIPTION OF REVISION DATE APPROVED: ELEV: 1534.374 S.C.M. DATE �� r FILE NO 2019-D1 1:\60400\CFD\SD23.dwg 3/17/05 PROJECT SHEET NO. OF