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HomeMy WebLinkAbout2072-DG SITE LOCATION Q 5�' Q BANYAN RANCHO 3 V) > CUCAMONGA w Q HIGHLAND AVE STOWDRAIN NOTES FONTANA VICIMTY MAP N.T.S. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARDS SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATION. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT -OF -WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENTS WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZED HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT -OF -WAY. 5. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAIN, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AN ALL SUB - GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA AND A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND /OR SURFACING. 7. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 8. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 9. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGH OUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS INCLUDING, BUT NOT LIMITED TO, ENCROACHMENT PERMIT, DUST CONTROL PERMITS, STORM DRAIN CONNECTION PERMIT FROM SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT, LICENSES FROM SOUTHERN CALIFORNIA EDISON COMPANY, ETC. PRIOR TO BEGINNING WORK ON THE PROJECT. 11. TRENCHING /BACKFILL FOR ALL STORM DRAIN FACILITIES SHALL CONFORM TO THE CITY OF RANCHO CUCAMONGA STD. DWG. NO. 341 TYPE 1. 12. CONTACT UNDERGROUND ALERT 1- 800 - 227 -2600 AND ALL AFFECTED UTILITY COMPANIES AS REQUIRED TWO WORKING DAYS PRIOR TO EXCAVATION. PROVIDED FOR CONSTRUCTION CONTRACTOR'S CONVENIENCE ARE THE FOLLOWING: 13. THE MINIMUM CONCRETE COVER BETWEEN REINFORCEMENT SURFACE AND PIPE INSIDE SURFACE FOR TRANSVERSE STEEL SHALL BE 1 -114 ". ASSUME 1 -112" TO CENTER OF BAR WHEN CALCULATING EFFECTIVE DEPTH. WHERE VELOCITIES ARE BETWEEN 20 AND 30 FPS THE CONCRETE COVER ON THE INSIDE FACE OF THE PIPE SHALL BE INCREASED 112 WHERE VELOCITIES EXCEED 30 FPS, THE CLEARANCE ON THE INSIDE FACE SHALL BE INCREASED I". DESIGN STRENGTH IN THESE REACHES SHALL BE Fc =4,000 PSI FOR VELOCITIES EXCEEDING 20 FEET PER SECOND. A. CUCAMONGA VALLEY WATER DISTRICT P.O. BOX 638 TELEPHONE: (909) 987 -2591 RANCHO CUCAMONGA, CA 91730 -0638 B. SOUTHERN CALIFORNIA EDISON IN THE CITY OF RANCHO CUCAMONGA STORM DRAIN IMPROVEMENT PLANS TRACT NO. 16324 C ©o O - - - -- T-- O NE .C. StIRE 6 _� -•• „ r 10 i�f W. i I 12 ;_W € rls t: 14 j, tI t I Vtlj ONSTRUCTION NOTES QUANTITIES (01 l3o CONSTRUCT -2 ' RCP & BEDDING (D -LOAD PER PROFILE) :228 LF CONSTRUCT 36" RCP & BEDDING (D -LOAD PER PROFILE) * 1518 LF CONSTRUCT 48" RCP & BEDDING (D -LOAD PER PROFILE) 496 LF CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 300 10 EA CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 (CASE A) 4 EA CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 (CASE B) 6 EA CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY STD. 308 10 EA CONSTRUCT TRANSITION STRUCTURE NO. 3 PER CITY STD. 336 1 EA CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. 331 3 EA CONSTRUCT MANHOLE NO. 2 PER CITY STD. 319 2 EA CONSTRUCT MANHOLE NO. 4 PER CITY STD. 321 5 EA CONSTRUCT CONCRETE COLLAR PER CITY STD. 329 3 EA CONSTRUCT JUNCTION STRUCTURE NO. 1 PER CITY STD. 330. ® 1 EA CONSTRUCT 4' WIDE X 2' HIGH RCB PER CALTRANS STD. PLAN D80 (SEE SHEET 8) 72 LF CONSTRUCT 66" RCP & BEDDING (D -LOAD PER PROFILE) Z$5 LF CONSTRUCT IRREGULAR CONCRETE CHANNEL PER SECTION B -B 940 LF CONSTRUCT IRREGULAR CONCRETE CHANNEL PER SECTION 81 -B1 366 LF CONSTRUCT CONCRETE HEADWALL PER CALTRANS STD. PLAN D90 (SEE SHEET 8) 1 EA CONSTRUCT BOX CULVERT WARPED WING WALL PER CALTRANS STD. PLAN D86A (SEE SHEET 8) 2 EA CONSTRUCT PIPE CULVERT WARPED WING WALL PER CALTRANS STD. PLAN D86B (SEE SHEET 8) 1 EA INSTALL 6' CHAIN LINK FENCE PER SBCFCD SP DWG. 11 SEE SHEET 8 50 LF CAT.. -10' ' �r ,� , _ T INSTALL 8° CLASS "A" CONCRETE SLAB W/ #4 ©18" O.C. B.W. (Fc =4,00 PSI) ® 1 EA ?V `" CONSTRUCT CONCRETE TRASH RACK PER S.B.C.FC.D. S.P. 101 (SEE SHEET 9) 1 EA N ti, ® CONSTRUCT FILL OVER STORM DRAIN SYSTEM 2' MIN. 1 LS © CONSTRUCT CSP FLARED INLET PER DETAIL ON SHEET 8 1 EA \Zk ® CONSTRUCT 6' WIDE X 5' HIGH RCB PER CALTRANS STD. PLAN D80 (SEE SHEET 8) 21 LF CONSTRUCT TRANSITION STRUCTURE PER CITY STD. PLAN NO. 334. 1 EA LAT A -3' 1390 LF { ® CONSTRUCT 2 -RAIL PVC FENCE PER CITY STD. 1010 -A CAT A -2' 9 CONSTRUCT BOX CULVERT TYPE "A" WINGWALL AND END WALL PER ® 1 EA CALTRANS STD. PLAN D84 (SEE SHEET 9) LAT • 5' �jc NOTE: PIPE WITH VELOCITY >20 FPS REQUIRES ADDITIONAL 112" THICK CONCRETE ®® CowsTtukT TRIINS.MoN STRUC'RAE PER C WPPC STD. PLFit4 342. -2- RCS Tb PIPE I EA LLAT'A -8' LAT. A -P� �LJ1YE!A LAT. A -T LATH -4 € ® © Cot4STRQc -T ?r W(M 1C V 11(cah RCS PER CFILTMQISS STD. PCANN 080 CR.RT ("a) 20 LF ® Cow5m))CT TW�J3t't'(ot4 STRUCTURE PER SWPPr- P�RPi �i41 -2 RCB 1v RCS EfF Vii' 3T 2 SHEET INDEX LAT A-6' SHEET 1: TITLE SHEET SHEET 2: LINE 'A" STA 10 +00.00 STA 19 +00.00, LATERAL A -7" SHEET 3: LINE 'A ": STA 19 +00.00 TO STA 25 +50.00, LATERAL 'A -1" AND 'A -6" SHEET 4: LINE °A ": STA 25 +50.00 TO STA 30 +36.39, LATERAL "A -10" SHEET 5: LATERAL 'A -2 ", 'A -3 ", 74-4 ", 7A -5 ", 'A -8" AND A -9" SHEET 6: LINE "B ": STA 10 +00.00 TO STA 20 +95.48 INDEX MAP SCALE: 1"=200' % SHEET 7: LINE "C °: STA 9 +11.29 TO STA 14 +85.54 SHEET 8: DETAIL SHEET SHEET 9: DETAIL SHEET 7951 REDWOOD AVENUE TELEPHONE: (909) 357 -6231 ._..1i FONTANA, CA 92336 C. SOUTHERN CALIFORNIA GAS COMPANY PRNATE ENGINEERS NOTICE TO COMM CTOR(Sk LEGEND / ABBREVIATIONS P.O. BOX 97 TELEPHONE: (800) 427 -2200 RES. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON . SAN DIMAS, CA 91773 TELEPHONE: (800) 427 -2000 COMM. THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR BC BEGINNING OF CURVE JUNCTION STRUCTURE SEWER MAIN LINE CL CENTER LINE L L.F. LENGTH D. GENERAL TELEPHONE TELEPHONE: (800) 483 -3000 KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE C &G CURB AND GUTTER MIN MINIMUM SEWER MANHOLE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES ELEV ELEVATION P/L PROPERTY LINE 585 -A NORTH MOUNTAIN AVENUE SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS PROPOSED WATER LINE UPLAND, CA 91786 REQUIRED FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. EC END CURVE R RADIUS EX EXISTING R/W RIGHT OF WAY E. SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT TELEPHONE: (909) 387 -8104 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF ALL UTILITIES OR FG FINISH GRADE S SLOPE _— PROPOSED STORM DRAIN 825 EAST THIRD STREET STRUCTURES CONCERNED BEFORE STARTING WORK. FL FLOW LINE SO STORM DRAIN SAN BERNARDINO, CA 92415 FS FINISHED SURFACE STA STATION THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR GB GRADE BREAK TC TOP OF CURB yQA �! -E�tirr CONTRACTORS RESPONS1BiLITY FOR THE JDB SITE UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE HGL HYDRAULIC GRADE LINE TS TRANSITION STRUCTURE p `r 1 IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. HP HIGH POINT WSE WATER SURFACE ELEVATION n CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB IN INTERSECTION XX LOT NUMBER , SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY QUANTITIES SHOWN HEREON ARE PROVIDED FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL INV INVERT PAD =XX.X PAD ELEVATION BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION. OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR�� AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER h/` ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK IN THIS PROJECT, EXCEPTING FOR CITY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. QROF 6U NOT ICE TO CONTRACTOR. 48 HOURS BEFORE YOU DIG 9E CONTRACTOR SHALL INSPECT AND VERIFY PROJECT SITE CONDITIONS INCLUDING LOCATION AND ELEVATIONS OF ALL EXISTING IMPROVEMENTS AND SHALL REPORT ALL DISCREPANCIES TO THE CALL Ex 3 UNDERGROUND SERVICE ALERT S- ENGINEER PRIOR TO CONSTRUCTION. 1 _Rnn_a ? ? -al v� sTgTF^CNIE ` 0 N 0 0 m s a N x i 0 a N N� i c 0 d I c� 0 0 0 a �I Y 0 G N a d x i i 0 0 U a N N i 0 a 0 I BENCH MARK 2" BRASS DISK IN CONCRETE HEADWALL STAMPED "CITY OF RANCHO CUCAMONGA BM d z 10089 1987" AT SOUTHWEST CORNER n o OF SUMMIT AVENUE AND EAST AVENUE ¢ ti m c6 ELEVATION = 1504.031 FT Q ;m ELEVATION = 459.343 M m, m - SECTION 27 u° � z J i BEARING NORTH LINE OF S + EXISTING GROUN + .1 ! BASIS of eE EXISTING GROUND , � PROPOSEQ FINISH mg� _� n SD C 0 S C � + �- SURFACE ® =C s N f / �- � _ PROPOSED FINIS EXISTING GROUND , SUR F AC E SC m ffi+ SD C/L n / / m 1685 1685 y 167 $ - a h Z ct PROPOSED FINISH / ,- / p SURFACE 0 C / L o 9 a r 3 a 9 PROPOSED FINISH 4 r s O L C SURFACE 0 _ O / -- � / EXISTING GROUND n _ R b, pp 1678.06..:. tN 1 a py 4 b 3 t 3 � JWSE ,00 N GP g R J. N 36.....8 9 �� 7t g6 y6 W Q W 1675 1675 w m z _ W 166fl a W ..J ATA HYDRAULIC D 0 m _ fs 85.3 c D�_ RAULIC 100 ►� �, HYD _ m ,_ _ h 16.3 f s- �" P MAX 8.4 cfs vtrn Q100 V 12.6 f s MAX- P m Nm HYDRAULIC .DAT N R 2 0100 _ 76,9 cts a- w _ ... m � N HYDRAULIC D AT A . z. y �aX _ 18.5 fps ao oQ n z �o Q 100 .159.1 cfs w- gym -- _ v C, _ . _ �... 0 V 22.4 t n 1665 MAX P z. 65 16 o+ `a�b ap " 70.05 L.F. 24 RCP m eT 1650 0 0 - .� i F 1350 1 d HYDRAULIC DATA m_ 160.0 cfs 0 1C DATA �- 100 HYDRAU L z _ 22.3 fps . V MAX kAAX- OS 143.G ets 100 UU m w z z_ V _.....23.0 fps Lu _ _ hAAX P_ u3 N S > > o w m a- i ww w * a_ va a va + r �- +u) a !f A _m 0a man w m v a ur p f z o _ _ N_ � � PROFILE SCALE - m N nz L111iE Q o �n m LAT {T N w� m RCP- -40 - . mm w .- w.- "r " 379.56 L:F. 36 HORIZ.. 1 -,vur •,-mom 138.74 L.F. -4$ RGP M +� 357 77 L.F. 48. ...RCP * _ =4 +.n. * :.: {D 2000) VERT. 1 �+ ri ow (D-1800) {D 7aaa} Io +n t1 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 10 +00 ® * PIPE WITH VELOCITY >20 FPS REQUIRES ADDITIONAL 112" THICK CONCRETE 7 B BREEDERS CUP D DRIVE SEE RIGHT MATCHLINE STA. 14 +10.86 EC ® S STA. 13 +69.39 i t C C/L M.N. SHAFT o o 3 0 0 G 7 LAT. A -6' 6 66 ' SEE PLAN & f 'A-4' 7 -� LAT L PROFILE ON SHEET 3 I SEE ROFI - LAN 10 +54.83 L LINE "A" C L INT I STA. 13 +14.01 O ON SHEET 5 9 =10 +05.65 LAT "A -6" C/L 8 8" WATER X -ING 48" SO ' STA. 13 +65.81 LINE A C L INT. A =45ti B B =24'; C =3.21" B BOT. WTR. = 1667.84 F F = = STA.10 +00.00 LAT "A-4- C/L D =48 T TOP SD = 1665.43 _ - = STA.10 +00.00 LAT " _ _ _ _ _ _ _ - CONSTRUCTION NOTES Ot CONSTRUCT 24" RCP & BEDDING (D -LOAD PER PROFILE) 0 CONSTRUCT 36" RCP & BEDDING (D -LOAD PER PROFILE) O CONSTRUCT 48" RCP & BEDDING (D -LOAD PER PROFILE) ® CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 300 O CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 (CASE A) O7 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY STD. 308 ® CONSTRUCT TRANSITION STRUCTURE NO. 3 PER CITY STD. 336 O9 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. 337 11 CONSTRUCT MANHOLE NO. 4 PER CITY STD. 321 LINE "A ff STA. 15 +18.19 11 C/L M.H. SHAFT W STA 15 +14.49 LINE "A" C/L INT. =STA. 10 +00.00 LAT "A -2" C/L QO A =45, B =36 "; C =3.37' 00 D1 =36 "; D2 =48" ° 65 + J Lu co LO U G 1=36 +61.88 BUCKLESTONE PLACE C/L STA. 15 +29.45 LINE "A" C L INT. =STA. 36 +55.88 BUCKLESTONE PLACE 8" SEWER X -ING 36" SD TOP SWR. = 1670.80 BOT. SO = 1671.82 STA. 15 +75.44 LINE "A" C/L =STA. 10 +00.00 LAT "A -7" A =45; B =34 C D =36" 64 l 63 LAT A -2 V8 +67.16 STREET STA. /. 7 Q SEE PLAN &PROFILE C/L CATCH BASIN A -7 ON SHEET 5 , V =8.5' TC= 1684.94 67 LAT. 4 -T LAT A -3' SEE PROFILE HEREON 77 SEE PLAN & PROFILE STA. 15 +47.45 ON SHEET 5 8" WATER X -ING 36" SO TOP SO = 1676.03 BOT. WTR = 1678.67 EST�NE PLACE BLj CKL NOTE. CONTRACTOR TO CHECK DEPTH OF EXISTING WATER LINE IN WARDMAN BULLOCK PRIOR TO CONSTRUCTING STORM DRAIN 62 BREEDERS PROFILE CUP IT•7 CURVF /LINE DATA 61 DRIVE 75 DELTA/BEARM RADIUS LEPL /DIST. TANQENT N44- 59'55 "W - 6.20' - 45'00'03" 22.50' 17.67' 9.32" © N00- 00'07 "E - 220.79' - 00'55 "54" 908.00' 14.76' 7.38' 0 92'35'24" 45.00' 72.72' 47.08' N86- 28 "43 "E - 20.78' - © 03'05'40" 994.00' 53.68" 26.85' N89- 34'23 "E - 489.14' - (D N45 25'37 "W I - 17.92' - • .• • F- GRAPHIC SCALE Q 40 0 20 40 80 74 1 " = 40' ® REVISION OF STORM DRAIN DUE TO 4' SHFT WEST. CITY DESCRIPTION OF REVISION DATE I APPROVED CITY OF RANCHO CUCAMONGA STORM DRAIN IMPROVEMENT PLANS TRACT 16324 LINE "A" STA. 10+00.00 TO 19'00.00 Approved By : DATE: r�°� gyp SS/ y CITY ENGINEER•1 �'l " � RCE N0. 24953 C 9� DESIGNED BY: RECOMMENDED: ��c ADICASIC ?, AMT :o�-_- r 4,963 DRAWN BY: E N G I N E E RI N G SHEET P. 3/ 1/06 2 OF 12 OS 937 SOUTH VIA LATA - 1 CN�� \P CHECKED BY: SUITE 500 DRAWING NO. 9TF OF CA�tFp�� COLTON, CA 92324 7 CDC PH. (909) 783 -0101 FAX (909) 783 -0108 a.® 7 c- -� PROJECT SHEET NO Z-1 OF - 1=36 +61.88 BUCKLESTONE PLACE C/L STA. 15 +29.45 LINE "A" C L INT. =STA. 36 +55.88 BUCKLESTONE PLACE 8" SEWER X -ING 36" SD TOP SWR. = 1670.80 BOT. SO = 1671.82 STA. 15 +75.44 LINE "A" C/L =STA. 10 +00.00 LAT "A -7" A =45; B =34 C D =36" 64 l 63 LAT A -2 V8 +67.16 STREET STA. /. 7 Q SEE PLAN &PROFILE C/L CATCH BASIN A -7 ON SHEET 5 , V =8.5' TC= 1684.94 67 LAT. 4 -T LAT A -3' SEE PROFILE HEREON 77 SEE PLAN & PROFILE STA. 15 +47.45 ON SHEET 5 8" WATER X -ING 36" SO TOP SO = 1676.03 BOT. WTR = 1678.67 EST�NE PLACE BLj CKL NOTE. CONTRACTOR TO CHECK DEPTH OF EXISTING WATER LINE IN WARDMAN BULLOCK PRIOR TO CONSTRUCTING STORM DRAIN 62 BREEDERS PROFILE CUP IT•7 CURVF /LINE DATA 61 DRIVE 75 DELTA/BEARM RADIUS LEPL /DIST. TANQENT N44- 59'55 "W - 6.20' - 45'00'03" 22.50' 17.67' 9.32" © N00- 00'07 "E - 220.79' - 00'55 "54" 908.00' 14.76' 7.38' 0 92'35'24" 45.00' 72.72' 47.08' N86- 28 "43 "E - 20.78' - © 03'05'40" 994.00' 53.68" 26.85' N89- 34'23 "E - 489.14' - (D N45 25'37 "W I - 17.92' - • .• • F- GRAPHIC SCALE Q 40 0 20 40 80 74 1 " = 40' ® REVISION OF STORM DRAIN DUE TO 4' SHFT WEST. CITY DESCRIPTION OF REVISION DATE I APPROVED CITY OF RANCHO CUCAMONGA STORM DRAIN IMPROVEMENT PLANS TRACT 16324 LINE "A" STA. 10+00.00 TO 19'00.00 Approved By : DATE: r�°� gyp SS/ y CITY ENGINEER•1 �'l " � RCE N0. 24953 C 9� DESIGNED BY: RECOMMENDED: ��c ADICASIC ?, AMT :o�-_- r 4,963 DRAWN BY: E N G I N E E RI N G SHEET P. 3/ 1/06 2 OF 12 OS 937 SOUTH VIA LATA - 1 CN�� \P CHECKED BY: SUITE 500 DRAWING NO. 9TF OF CA�tFp�� COLTON, CA 92324 7 CDC PH. (909) 783 -0101 FAX (909) 783 -0108 a.® 7 c- -� PROJECT SHEET NO Z-1 OF - • .• • F- GRAPHIC SCALE Q 40 0 20 40 80 74 1 " = 40' ® REVISION OF STORM DRAIN DUE TO 4' SHFT WEST. CITY DESCRIPTION OF REVISION DATE I APPROVED CITY OF RANCHO CUCAMONGA STORM DRAIN IMPROVEMENT PLANS TRACT 16324 LINE "A" STA. 10+00.00 TO 19'00.00 Approved By : DATE: r�°� gyp SS/ y CITY ENGINEER•1 �'l " � RCE N0. 24953 C 9� DESIGNED BY: RECOMMENDED: ��c ADICASIC ?, AMT :o�-_- r 4,963 DRAWN BY: E N G I N E E RI N G SHEET P. 3/ 1/06 2 OF 12 OS 937 SOUTH VIA LATA - 1 CN�� \P CHECKED BY: SUITE 500 DRAWING NO. 9TF OF CA�tFp�� COLTON, CA 92324 7 CDC PH. (909) 783 -0101 FAX (909) 783 -0108 a.® 7 c- -� PROJECT SHEET NO Z-1 OF - 59 N 0 o � RADW 7 LAE A• SEE PROFILE HEREON BC O N89'34'23 "E STA. 19 +13.66 1 ° STA. 24 +49.78 O © C M.H. SHAFT 90 1 C/L M.H. SHAFT 0 22.50' BENCH MARK I - LAT. A -9' E - o <n °o - n 0 W 2 _ N N Q � 0 N 22.50' • V) DATA I - 10089 1987" AT SOUTHWEST CORNER DRAWING n0. y CDC Lo Lu LLJ OF SUMMI T AVENUE AND EA ST AVENUE va PROPOSED FIN184r, .......... 7 9 $ ELEVATION = 1504.031 FT ELEVATION = 459.343 M a 2 STA. 13 +60.66 BREEDERS CUF NELLIE COURT 0 1• =STA. 10 +00.00 z z z � t8.5 f 's m GROUND- w BASIS OF BEARING NORTH LINE OF SECTION 27 C�mL. ._ PROPO, FINISH ", m LIN E , na- SURFACE 0 =C%Z.. - z mm rnz�rnw w� �m� : 530. D1_ L. P.. 2C may. JW RO-P " :...... ...... N5 €0 w�E m "__ 9iE.97. L.F. 3e*" EXtSI'fNG ` fr�fiC?UND C D -2000 -r D 2000 c 1 11.33 L.F: 36" ­RCP ,. ,.� ✓ -- s- r n _annnt 1 9. T5 19 +00 ...:: ...I...... 20 +00 21 +00 22 +00 23 +00 24 +00 25 +00 °. 59 N 0 o � RADW 7 LAE A• SEE PROFILE HEREON BC O N89'34'23 "E STA. 19 +13.66 1 ° STA. 24 +49.78 O © C M.H. SHAFT 90 1 C/L M.H. SHAFT 0 22.50' BENCH MARK I - LAT. A -9' E - + CN M °o - n 0 W 2 _ N N Q � 0 N 22.50' • V) © N89'59'52 "E I - 1 13.30' 10089 1987" AT SOUTHWEST CORNER DRAWING n0. y CDC Lo Lu LLJ OF SUMMI T AVENUE AND EA ST AVENUE va PROPOSED FIN184r, V J ELEVATION = 1504.031 FT ELEVATION = 459.343 M a U STA. 13 +60.66 BREEDERS CUF NELLIE COURT 0 1• =STA. 10 +00.00 E * PIPE WITH VELOCITY >20 FPS REQUIRES ADDITIONAL 112" THICK CONCRETE mi STA. 21 +41.44 LINE " C/L INT. =STA. 10 +00.00 LAT. "A -1" C/L A =45; 8=24" C= 3.22': D =36" INT. 74 73 STA. 20 +94.67 LINE "A" C/L INT. =STA. 10 +06.00 NELLIE COURT C/L 8" SWR X -ING 36" SD TOP SWR.= 1687.41 BOT SD= 1688.37 57 1 56 SEE PROFILE HEREON �13 +01.16 STREET STA. C/L CATCH BASIN A- W= 7.0', V=5.3' TC= 1697.42 89 STA. 21+06.61 8" WTR X -ING 36" SD BOT WTR.= 1693.05 TOP SD= 1692.37 NELLIE COURT LINE ffA n 55 54 / STA. 24 +12.39/ DELTAVE,4RM RADW 7 LAE A• SEE PROFILE HEREON BC i N89'34'23 "E - STA. 24 +49.78 - © 2 90 1 C/L M.H. SHAFT 35.34' 22.50' BENCH MARK I - LAT. A -9' E - N45'25'37 "W SEE PLAN & PROFILE °o - I ON SHEET 5 Ln 22.35' - 0 N 22.50' • SCALES E PROFILE =40 HOR Z 1 € I _ J s ; ; VERT. 1 =4 11 +00 10 +00 10 +00 11 +00 1 x; I STA. 10+16.90 _ -711 8" SWR X -ING 24" SD EX. LME A' ( BoT. So= lsss.ss TOP SWR.= 1657.01 PER TR 13564 -1 STA. 10 +22.35 BC STA. 10 +40.03 E EC I 10 +49.40 53 ITA. 10 +14.38 BREEDERS CUP DRIVE CA INT. =STA. 18 +26.08 BRANDING IRON PLACE C/L 52 STA. 24 +47.73 EC/ LINE "A" C/L INL =STA. 10 +00.00 LAT. "A -8" C/L A =71 j B =24" C =2.12' 01 =36 D2 =36" LAT. 'A -8' SEE PLAN & PROFILE ON SHEET 5 51 STA. 24 +75.56 LINE "A "' C/L INT. 9 =STA. 10 +00.00 LAT. "A -9" C/L A =45; 8 =24" C= 3.22'; D =36" IL� i4' SEE PROFILE HEREON r 3 50 MATCHLINE STA. 25 +50.00 SEE SHEET 4 BRANDING IRON PLACE -71• A a ■ 0 0 20 !• 80 STA. 70 +00.00 LAT "A -6" C/L INT k STA. =10 +50.58 LINE "A" 1/1 A =45; 8=24" II C= 3.21 - D =36" STA. 10 +35.29 8" WATER X -ING 24" SO lI TOP SD= 1658.30 BOT. WTR.= 1659.15 II �I I I' I 11 CONSTRUCWN NOTES O CONSTRUCT 24" RCP & BEDDING (D -LOAD PER PROFILE) 2O CONSTRUCT 36" RCP & BEDDING (D -LOAD PER PROFILE) ® CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 300 © CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 (CASE B) O7 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY STD. 308 9O CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. 331 10 CONSTRUCT MANHOLE NO, 2 PER CITY STD. 319 11 CONSTRUCT MANHOLE NO. 4 PER CITY STD. 321 �5 CONSTRUCT CSP FLARED INLET PER DETAIL ON SHEET 8 CURVE /LINE DATA DELTAVE,4RM RADW LEN. /DIST. TA XWW �A N89'34'23 "E - 512.39' - © ..,.._ ;. 22.50' 35.34' 22.50' BENCH MARK _�._ - 102.27' E - N45'25'37 "W - 2" BRASS DISK IN CONCRETE HEADWALL - DE N44'59'53 "W - 22.35' - 0 STAMPED "CITY OF RANCHO CUCAMONGA BM 22.50' v� 9.32' © N89'59'52 "E I - 1 13.30' 10089 1987" AT SOUTHWEST CORNER DRAWING n0. y CDC PH. (909) 783 -0101 FAX (909) 783 -0108 PROJECT SHEET NO..� � OF OF SUMMI T AVENUE AND EA ST AVENUE va PROPOSED FIN184r, ELEVATION = 1504.031 FT ELEVATION = 459.343 M � � SURFACE 4 ,.CA �. _ ." EXtSTIN GROUND- BASIS OF BEARING NORTH LINE OF SECTION 27 C�mL. ._ PROPO, FINISH ", , SURFACE 0 =C%Z.. mm f w�E EXtSI'fNG ` fr�fiC?UND SCE CAL -r i E _ ,.� ✓ s- 1 9. T5 ...:: ...I...... �NTrr9a..�7 18D.�o ' vERr Ea�ACr, s Dat52 °. E Lc�cA nON Ex. s °, WaTE V DA Tti z B' SEWER [ 5 cfi� .: , 1657.01 BO' � 16 ..48 1 .. _ _ E 1.8 flDs HGL _ F f - 3,09 a i .. z E LTry. 7 E O r� Lu Ck LO - . ©fir yL RAI II us T �.z 66 ... .. : "'. 3+1.05 ,L4" f'GP -. .. + _ �MkX`-^fi:3,i" firs ' (D-1350) .. v ' +ri "k J to - 4336 L.F. 24 RCi� (f)-1:350) Q... PRIVATE' STORM, DRAIN E 4l �.lp f NOT MAINTAINED BY CITY;::: LATERA A ;. .., LAi�R T L. SCALES E PROFILE =40 HOR Z 1 € I _ J s ; ; VERT. 1 =4 11 +00 10 +00 10 +00 11 +00 1 x; I STA. 10+16.90 _ -711 8" SWR X -ING 24" SD EX. LME A' ( BoT. So= lsss.ss TOP SWR.= 1657.01 PER TR 13564 -1 STA. 10 +22.35 BC STA. 10 +40.03 E EC I 10 +49.40 53 ITA. 10 +14.38 BREEDERS CUP DRIVE CA INT. =STA. 18 +26.08 BRANDING IRON PLACE C/L 52 STA. 24 +47.73 EC/ LINE "A" C/L INL =STA. 10 +00.00 LAT. "A -8" C/L A =71 j B =24" C =2.12' 01 =36 D2 =36" LAT. 'A -8' SEE PLAN & PROFILE ON SHEET 5 51 STA. 24 +75.56 LINE "A "' C/L INT. 9 =STA. 10 +00.00 LAT. "A -9" C/L A =45; 8 =24" C= 3.22'; D =36" IL� i4' SEE PROFILE HEREON r 3 50 MATCHLINE STA. 25 +50.00 SEE SHEET 4 BRANDING IRON PLACE -71• A a ■ 0 0 20 !• 80 STA. 70 +00.00 LAT "A -6" C/L INT k STA. =10 +50.58 LINE "A" 1/1 A =45; 8=24" II C= 3.21 - D =36" STA. 10 +35.29 8" WATER X -ING 24" SO lI TOP SD= 1658.30 BOT. WTR.= 1659.15 II �I I I' I 11 CONSTRUCWN NOTES O CONSTRUCT 24" RCP & BEDDING (D -LOAD PER PROFILE) 2O CONSTRUCT 36" RCP & BEDDING (D -LOAD PER PROFILE) ® CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 300 © CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 (CASE B) O7 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY STD. 308 9O CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. 331 10 CONSTRUCT MANHOLE NO, 2 PER CITY STD. 319 11 CONSTRUCT MANHOLE NO. 4 PER CITY STD. 321 �5 CONSTRUCT CSP FLARED INLET PER DETAIL ON SHEET 8 CURVE /LINE DATA - 1 66 LNG A' SEE PLAN & PROFILE ! I ON SHEET 2 I I I WARDMAN BULLOCK ROAD LATERAL "A -6A NOTE: CONTRACTOR TO CHECK DEPTH OF EXISTING WATER LINE IN WARDMAN BULLOCK PRIOR TO CONSTRUCTING STORM DRAIN DELTAVE,4RM RADW LEN. /DIST. TA XWW �A N89'34'23 "E - 512.39' - © 90'00'00" 22.50' 35.34' 22.50' © N00'25'37 "W - 102.27' - OD N45'25'37 "W - 17.92' - DE N44'59'53 "W - 22.35' - 0 45'00'15" 22.50' 1 17.67' 9.32' © N89'59'52 "E I - 1 13.30' - - 1 66 LNG A' SEE PLAN & PROFILE ! I ON SHEET 2 I I I WARDMAN BULLOCK ROAD LATERAL "A -6A NOTE: CONTRACTOR TO CHECK DEPTH OF EXISTING WATER LINE IN WARDMAN BULLOCK PRIOR TO CONSTRUCTING STORM DRAIN DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA STORM DRAIN IMPROVEMENT PLANS TRACT 16324 LINE A STA. 19+00.00 TO 25 +50.00 LATERAL A -1 AND LATERAL A -6 Approved By DATE: pFESS /Oy CITY ENGINEER /�� ✓��.I /�7,� RCE NO. 24953 q • C !F DESIGNED BY: RECOMMENDED: AMT APAICASC Il.ta.ef 3 DRAWN BY: ENG[NEEf2[NG SHEET 1''6 OS 937 SOUTH VIA LATA 3 OF I2 CNI1- \P SUITE 500 COLTON, CA 92324 CHECKED BY: DRAWING n0. OF CAS -W" CDC PH. (909) 783 -0101 FAX (909) 783 -0108 PROJECT SHEET NO..� � OF BENCH MAR K 2 BRASS DISK IN CONCRETE HEADWALL [�PRIfF!'. fIIYI .. . _ � ,- .r...... -.. ..,r.. ..� �..�..: �r. r.; :1 nG11nE1n n31 � z summ— GRAPHIC SCALE 40 0 20 40 80 1 " = 40' 11 +00 10 +00 CURVE /LINE DATA DELTAIBEAFAVG RADW LEWDIST. TANGENT CITY OF RANCHO CUCAMONGA N00.25'37 "W - 412.68' - © 87'14'47" 22.50' 34.26' 21.44' © N87.40'24 "W - 39.44' - 26 +00 27 +00 55.20 - 28 +00 RECOMMENDED: ?, 29 +00 APICASC ffEll-ll•Ib•* 3 ,o 30 +00 DRAWN BY: SHEET 4 OF �k PIPE WITH VELOCITY >20 FPS REQUIRES ADDITIONAL 112" THICK CONCRETE SUITE 500 COLTON, CA 92324 CHECKED BY: DRAWING NO. OF CA��E CDC PH. (909) 783 -0101 FAX (909) 783 -0108 p PROJECT SHEET NO 3L OF 4 4 s SAGEWOOD DRIVE o 7 _ ?¢ V)� nnO UJ Ll F= co II 11 UNEO W O 2 V) V N Lq �nj ^ 00 }��I X II ONn +omg�= Urn +JNI U» Q -� ,'may. +� ^� 50 49 10 48 N ~30 N^ ryU3� +U�II oZ 31-a _rna N� N 3a�.Oy. � II M Q It 0 Q ~�V hj U31U- vmtim0¢30 n NN V)00 co V1 II QU hU 3a� = C' d J O Q V J U i D O 2 - O + lf) —_ «T t B BRANDING IRON PI ArF O r I. WI o N J \ 2 �I U J W " J W N � o J o ¢ 91 92 Z 94 b J U U Q z n N ti V E 93 m �a a> a o n + e U r7�ry z Z °950 N m ct c Uryh 0 U U V) µ ?�� ¢ D 2 3 ti X00 1 3 z Es mom i + W o ry Z m N J V 7 W cn 1= N o M O 41 h `I !Q-: O N m �- m O nj M m oN f I+ 0 0 cp x LINE "An + } y m rn N N N � + a Q + +N + O N Q LO Ln 11 Ln 11 � z summ— GRAPHIC SCALE 40 0 20 40 80 1 " = 40' 11 +00 10 +00 CURVE /LINE DATA CONSTRUCTION NOTES O1 CONSTRUCT 24" RCP & BEDDING (D -LOAD PER PROFILE) O CONSTRUCT 36" RCP & BEDDING (D -LOAD PER PROFILE) ® CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 300 © CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 (CASE B) O7 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY STD. 308 10 CONSTRUCT MANHOLE NO. 2 PER CITY STD. 319 11 CONSTRUCT MANHOLE NO. 4 PER CITY STD. 321 DELTAIBEAFAVG RADW LEWDIST. TANGENT CITY OF RANCHO CUCAMONGA N00.25'37 "W - 412.68' - © 87'14'47" 22.50' 34.26' 21.44' © N87.40'24 "W - 39.44' - N42'20'47 "W - 55.20 - CONSTRUCTION NOTES O1 CONSTRUCT 24" RCP & BEDDING (D -LOAD PER PROFILE) O CONSTRUCT 36" RCP & BEDDING (D -LOAD PER PROFILE) ® CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 300 © CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 (CASE B) O7 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY STD. 308 10 CONSTRUCT MANHOLE NO. 2 PER CITY STD. 319 11 CONSTRUCT MANHOLE NO. 4 PER CITY STD. 321 DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA STORM DRAIN IMPROVEMENT PLANS TRACT 16324 LINE 'A" LATERAL "A -10" STA. 25 +50.00 TO 30 +3639 Approved By DATE: i i i:7- CITY ENGINEER / �/ l o RCE NO. 24953 3FES ` /p� DESIGNED BY: RECOMMENDED: ?, AMT APICASC ffEll-ll•Ib•* 3 ,o ENGINEERING DRAWN BY: SHEET 4 OF OS 937 SOUTH VIA LATA CNi1 \Q SUITE 500 COLTON, CA 92324 CHECKED BY: DRAWING NO. OF CA��E CDC PH. (909) 783 -0101 FAX (909) 783 -0108 p PROJECT SHEET NO 3L OF R rn 3 0 rn I 0 N M tr s U 0 I i 2 0 0 U I N D v s I r` 0 I 0 i 0 STA. 13 +59.39 TI-LM. H. SHAFT STA. 10 +06.75 LAT. "A -4" CA INT. BREEDERS CUP DRIVE =STA. 20 +86.64 BREEDERS CUP DRIVE C/L 44 20 +76.68 STREET STA. 3" SEWER X -ING 24" SO -T, C/L CATCH BASIN "A-5' SOP SWR. = 1661.92 + W =21.0; V =6.7' 30T. SO = 1663.85 7 6 TC= 1673.14 20 +77.29 STREET STA. i ' CJ 4 6 7 C/L CATCH BASIN "A -4" I 8 LAT 'A-5' W =21.0; V =ZD' 65 SEE PROFILE HEREON TC =16 72.80 STA. 10 +20.20 - 8" WATER X -ING 24" SO BOT. WTR. = 1669.12 A+ 1 STA. 10 +00.00 LAT "A -4" C TOP SO = 1667.56 r =STA. 10 +00.00 LAT. "A -5" LAT A-4' =STA. 13 +43.69 LINE "A" C/L SEE PROFILE HEREON D1 =48 02 =48" A1=63; B1 =24 "; CI =2.57' !, A2 =45'; 82 =24 "; C2 =3.48' - -- -- -- - WARDMAN BULLOCK ROAD _ _- 35 +24.05 BULLOCK ROAD C L INT. L W A• =21 +57.24 BREEDERS CUP DRIVE SEE PLAN & PROFILE ON SHEET 2 AN_ '7 LAT. "A -4" AND LAT. "A -5ff 10 +00 STA. 10 +08.70 LAT. "A -3" C L INT. =STA. 36 +22.59 BUCKLESTONE PLACE C/L C&7 35 +92.99 STREET STA. 8" SEWER X -ING 24" SD C/L CATCH BASIN "A -3" TOP SWR. = 1672.28 W= 21.0'. V =5.5' BOT. SD = 1674.12 TC= 1681.98 35 +98.36 STREET STA. C/L CATCH BASIN BUCKLESTONE PLACE ?168'7 81 -6.75' WF� AT 'A -2' EE PROFILE HEREON 77 A. E0 +34.33 6 STA. 10 +25.30 8" WATER X -ING 24" SD 10 +32.80 BOT. WTR. = 1677.88 M.H. SHAFT TOP SO = 1676.88 LAT A -3' A. 10 +04.88 CFF PRl1F11F P, Pv/UI BC STA. 10 +29.76 LAT "A 2" L INT. =STA 10+00.00 LAT "A -3" C CA BREEDERS.. 01 =24'; 02 =36" A =69; 8=24 "; C =1. 86' 19 +25.82 BREEDERS CUP DRIVE C L INT. =36 +61.88 BUCKLESTONE PLACE C/L 64 S TA. 15+18.19 C/L M.H. SHAFT STA. 10 +19.05 8" WATER X -ING 24" SD OT 1 17 T \ TOP SD O = = 1699.88 88 STA. 10 +06.35 52 8" SEWER X -ING 24" SD LAT A-8' TOP SWR.= 1696.57 SEE PROFILE HEREON BOT. SD= 1698.26 STA. 10 +14.38 BREEDERS CUP DRIVE C L IN =STA. 18 +31.67 BRANDING IRON PLACE C/L 53 s, BENCH MARK 2" BRASS DISK IN CONCRETE HEADWALL STAMPED "CITY OF RANCHO CUCAMONGA BM 10089 1987" AT SOUTHWEST CORNER OF SUMMIT AVENUE AND EAST AVENUE ELEVATION = 1504.031 FT ELEVATION = 459.343 M BASIS OF BEARING - NORTH LINE OF SECTION 27 w' q Q t o= 0 PROPOSED FINISH =i1 SURFAC-E %L + g; 4 EXIS nNC GROUND ' 1 �4 SD fL �x _ wSE � 1 f A S=6 17;?8 .. ZtI:7 -Q 1flo, - a cfs- ..... .;. °HYDRAM ©Al'A V 4AX = 15-2 fps a:1 as - `9.2 cfs s ;:. _ 14.1 fps La 1 1 VAX CL cn tr CL Ln l., ,o a 6 1. b z n 8 m D O IN 9.10 L.F. 24" RCP > . IF ID- -1350) ....., w .... PROFILE SCALES HORIZ.: 1 "=40' �- VERT. : 1 „ 4' 17 +91.48 STREE7 SIA. CA CATCH BASIN "A -8" 4 5 7 51 W= 21.0'; V =S. D' TC= 1706.03 50 STA. 24 +75.56 LINE "A" C/L INT. =STA. 10 +00.00 LAT. "A -9" C/L A =45; B =24" C= 3.22'; D =36" G P19JN(� IRON PLACE 17 +62.67 STREET SIA. C/L CATCH BASIN "A -9" 4 tl E w -28.0; v =s.o' TC 1707.35 514� LAT. A -9' SEE PROFILE HEREON ►� A' 90 A' SEE PLAN & PRO STA. 24 +49.78 SEE PLAN & PROFILE ON SHEET 3 ON SHEET 2 I C/L M.H. SHAFT 65 BREEDERS CU STA 10 +00 00 LAT. "A -2" C/L INT. P DRIVE STA. 10 +00.00 LAT. "A -8" C/L INT. =STA. 15 +14.49 LINE 'A' C/L =STA. 24 +47.73 EC/ LINE "A" C/L A =45; 8 =36 C =3.37' A =71; 8=24" C =2.12' 137 =36'; D2 =48" DI =36 "; D2 =36" LAT. "A-2" AND LAT. "A-3" CONSTRUCTION NOTES O CONSTRUCT 24" RCP & BEDDING (D -LOAD PER PROFILE) 2O CONSTRUCT 36" RCP & BEDDING (D -LOAD PER PROFILE) ® CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 300 5O CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 (CASE A) © CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 (CASE B) O7 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY STD. 308 11 CONSTRUCT MANHOLE NO. 4 PER CITY STD. 321 12 CONSTRUCT CONCRETE COLLAR PER CITY STD. 329 LAT. "A -8n AND LAT. CURVE /LINE DATA DELTA/SEARING RADK S LEN✓DIST. TANGENT N24. 14'23 "E - 27.66' - © N48. 08'33 "W - 1 & 07' - © N45. 25'37 "W - 4.88' - 75. 00'00" 22.50' 29.45' 17.26' �E N2934'23 "E - 20.51' - N48. 16'37 "W - 34.74' - © N71'20'26 "W - 35.74' - N44. 34'23 "E - 17.92' - "A-91V 1983 1 z 3110k 116 OF CIAUF���\P GWHIC SCALE 40 0 20 40 80 = 40' DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA STORM DRAIN IMPROVEMENT PLANS TRACT 16324 LAT. "A-27, LAT. "A -3 ; LAT. "A-40, LAT. "A -5; LAT. "A -8" AND LAT. "A -9" Approved By : DATE: ,- ` ' CITY ENGINEER (�( �/, �� (� -� RCE N0. 24953 DESIGNED BY: ADICASC RECOMMENDED: AMT d HE�EET II 18.0 DRAWN BY E N Ci I N E E R I N G SH OS 937 SOUTH VIA LATA 5 OF I CHECKED BY: SUITE 500 DRAWING NO. COLTON, CA 92324 /^ _p CDC PH. (909) 783 -0101 FAX (909) 783 -0108 �-0 I r;- D PROJECT SHEET NO. 3- -OF - �. 45 z �m z N K t C �F + C _ . .....,. ...... .. E EXISl1NG Vli4JUND 0 SD, 0f4 :.. 2$.4 ' Pt OF OSED FttVf f aTOa 2 ',cfs P ?RICE ,I 1� o o > J A A it q q :voi 'o d d � �� ; ;o + +rn . ..Zap. ....;. 452,,.,L:F 2 24"' RCP, ;. ._. :.. _ _. __32.:ft,'£..teF 4:" 1!'CP (0--13 ) T - STA. 10 +08.70 LAT. "A -3" C L INT. =STA. 36 +22.59 BUCKLESTONE PLACE C/L C&7 35 +92.99 STREET STA. 8" SEWER X -ING 24" SD C/L CATCH BASIN "A -3" TOP SWR. = 1672.28 W= 21.0'. V =5.5' BOT. SD = 1674.12 TC= 1681.98 35 +98.36 STREET STA. C/L CATCH BASIN BUCKLESTONE PLACE ?168'7 81 -6.75' WF� AT 'A -2' EE PROFILE HEREON 77 A. E0 +34.33 6 STA. 10 +25.30 8" WATER X -ING 24" SD 10 +32.80 BOT. WTR. = 1677.88 M.H. SHAFT TOP SO = 1676.88 LAT A -3' A. 10 +04.88 CFF PRl1F11F P, Pv/UI BC STA. 10 +29.76 LAT "A 2" L INT. =STA 10+00.00 LAT "A -3" C CA BREEDERS.. 01 =24'; 02 =36" A =69; 8=24 "; C =1. 86' 19 +25.82 BREEDERS CUP DRIVE C L INT. =36 +61.88 BUCKLESTONE PLACE C/L 64 S TA. 15+18.19 C/L M.H. SHAFT STA. 10 +19.05 8" WATER X -ING 24" SD OT 1 17 T \ TOP SD O = = 1699.88 88 STA. 10 +06.35 52 8" SEWER X -ING 24" SD LAT A-8' TOP SWR.= 1696.57 SEE PROFILE HEREON BOT. SD= 1698.26 STA. 10 +14.38 BREEDERS CUP DRIVE C L IN =STA. 18 +31.67 BRANDING IRON PLACE C/L 53 s, BENCH MARK 2" BRASS DISK IN CONCRETE HEADWALL STAMPED "CITY OF RANCHO CUCAMONGA BM 10089 1987" AT SOUTHWEST CORNER OF SUMMIT AVENUE AND EAST AVENUE ELEVATION = 1504.031 FT ELEVATION = 459.343 M BASIS OF BEARING - NORTH LINE OF SECTION 27 w' q Q t o= 0 PROPOSED FINISH =i1 SURFAC-E %L + g; 4 EXIS nNC GROUND ' 1 �4 SD fL �x _ wSE � 1 f A S=6 17;?8 .. ZtI:7 -Q 1flo, - a cfs- ..... .;. °HYDRAM ©Al'A V 4AX = 15-2 fps a:1 as - `9.2 cfs s ;:. _ 14.1 fps La 1 1 VAX CL cn tr CL Ln l., ,o a 6 1. b z n 8 m D O IN 9.10 L.F. 24" RCP > . IF ID- -1350) ....., w .... PROFILE SCALES HORIZ.: 1 "=40' �- VERT. : 1 „ 4' 17 +91.48 STREE7 SIA. CA CATCH BASIN "A -8" 4 5 7 51 W= 21.0'; V =S. D' TC= 1706.03 50 STA. 24 +75.56 LINE "A" C/L INT. =STA. 10 +00.00 LAT. "A -9" C/L A =45; B =24" C= 3.22'; D =36" G P19JN(� IRON PLACE 17 +62.67 STREET SIA. C/L CATCH BASIN "A -9" 4 tl E w -28.0; v =s.o' TC 1707.35 514� LAT. A -9' SEE PROFILE HEREON ►� A' 90 A' SEE PLAN & PRO STA. 24 +49.78 SEE PLAN & PROFILE ON SHEET 3 ON SHEET 2 I C/L M.H. SHAFT 65 BREEDERS CU STA 10 +00 00 LAT. "A -2" C/L INT. P DRIVE STA. 10 +00.00 LAT. "A -8" C/L INT. =STA. 15 +14.49 LINE 'A' C/L =STA. 24 +47.73 EC/ LINE "A" C/L A =45; 8 =36 C =3.37' A =71; 8=24" C =2.12' 137 =36'; D2 =48" DI =36 "; D2 =36" LAT. "A-2" AND LAT. "A-3" CONSTRUCTION NOTES O CONSTRUCT 24" RCP & BEDDING (D -LOAD PER PROFILE) 2O CONSTRUCT 36" RCP & BEDDING (D -LOAD PER PROFILE) ® CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 300 5O CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 (CASE A) © CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 (CASE B) O7 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY STD. 308 11 CONSTRUCT MANHOLE NO. 4 PER CITY STD. 321 12 CONSTRUCT CONCRETE COLLAR PER CITY STD. 329 LAT. "A -8n AND LAT. CURVE /LINE DATA DELTA/SEARING RADK S LEN✓DIST. TANGENT N24. 14'23 "E - 27.66' - © N48. 08'33 "W - 1 & 07' - © N45. 25'37 "W - 4.88' - 75. 00'00" 22.50' 29.45' 17.26' �E N2934'23 "E - 20.51' - N48. 16'37 "W - 34.74' - © N71'20'26 "W - 35.74' - N44. 34'23 "E - 17.92' - "A-91V 1983 1 z 3110k 116 OF CIAUF���\P GWHIC SCALE 40 0 20 40 80 = 40' DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA STORM DRAIN IMPROVEMENT PLANS TRACT 16324 LAT. "A-27, LAT. "A -3 ; LAT. "A-40, LAT. "A -5; LAT. "A -8" AND LAT. "A -9" Approved By : DATE: ,- ` ' CITY ENGINEER (�( �/, �� (� -� RCE N0. 24953 DESIGNED BY: ADICASC RECOMMENDED: AMT d HE�EET II 18.0 DRAWN BY E N Ci I N E E R I N G SH OS 937 SOUTH VIA LATA 5 OF I CHECKED BY: SUITE 500 DRAWING NO. COLTON, CA 92324 /^ _p CDC PH. (909) 783 -0101 FAX (909) 783 -0108 �-0 I r;- D PROJECT SHEET NO. 3- -OF - 17 +91.48 STREE7 SIA. CA CATCH BASIN "A -8" 4 5 7 51 W= 21.0'; V =S. D' TC= 1706.03 50 STA. 24 +75.56 LINE "A" C/L INT. =STA. 10 +00.00 LAT. "A -9" C/L A =45; B =24" C= 3.22'; D =36" G P19JN(� IRON PLACE 17 +62.67 STREET SIA. C/L CATCH BASIN "A -9" 4 tl E w -28.0; v =s.o' TC 1707.35 514� LAT. A -9' SEE PROFILE HEREON ►� A' 90 A' SEE PLAN & PRO STA. 24 +49.78 SEE PLAN & PROFILE ON SHEET 3 ON SHEET 2 I C/L M.H. SHAFT 65 BREEDERS CU STA 10 +00 00 LAT. "A -2" C/L INT. P DRIVE STA. 10 +00.00 LAT. "A -8" C/L INT. =STA. 15 +14.49 LINE 'A' C/L =STA. 24 +47.73 EC/ LINE "A" C/L A =45; 8 =36 C =3.37' A =71; 8=24" C =2.12' 137 =36'; D2 =48" DI =36 "; D2 =36" LAT. "A-2" AND LAT. "A-3" CONSTRUCTION NOTES O CONSTRUCT 24" RCP & BEDDING (D -LOAD PER PROFILE) 2O CONSTRUCT 36" RCP & BEDDING (D -LOAD PER PROFILE) ® CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 300 5O CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 (CASE A) © CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 (CASE B) O7 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY STD. 308 11 CONSTRUCT MANHOLE NO. 4 PER CITY STD. 321 12 CONSTRUCT CONCRETE COLLAR PER CITY STD. 329 LAT. "A -8n AND LAT. CURVE /LINE DATA DELTA/SEARING RADK S LEN✓DIST. TANGENT N24. 14'23 "E - 27.66' - © N48. 08'33 "W - 1 & 07' - © N45. 25'37 "W - 4.88' - 75. 00'00" 22.50' 29.45' 17.26' �E N2934'23 "E - 20.51' - N48. 16'37 "W - 34.74' - © N71'20'26 "W - 35.74' - N44. 34'23 "E - 17.92' - "A-91V 1983 1 z 3110k 116 OF CIAUF���\P GWHIC SCALE 40 0 20 40 80 = 40' DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA STORM DRAIN IMPROVEMENT PLANS TRACT 16324 LAT. "A-27, LAT. "A -3 ; LAT. "A-40, LAT. "A -5; LAT. "A -8" AND LAT. "A -9" Approved By : DATE: ,- ` ' CITY ENGINEER (�( �/, �� (� -� RCE N0. 24953 DESIGNED BY: ADICASC RECOMMENDED: AMT d HE�EET II 18.0 DRAWN BY E N Ci I N E E R I N G SH OS 937 SOUTH VIA LATA 5 OF I CHECKED BY: SUITE 500 DRAWING NO. COLTON, CA 92324 /^ _p CDC PH. (909) 783 -0101 FAX (909) 783 -0108 �-0 I r;- D PROJECT SHEET NO. 3- -OF - LAT. "A -8n AND LAT. CURVE /LINE DATA DELTA/SEARING RADK S LEN✓DIST. TANGENT N24. 14'23 "E - 27.66' - © N48. 08'33 "W - 1 & 07' - © N45. 25'37 "W - 4.88' - 75. 00'00" 22.50' 29.45' 17.26' �E N2934'23 "E - 20.51' - N48. 16'37 "W - 34.74' - © N71'20'26 "W - 35.74' - N44. 34'23 "E - 17.92' - "A-91V 1983 1 z 3110k 116 OF CIAUF���\P GWHIC SCALE 40 0 20 40 80 = 40' DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA STORM DRAIN IMPROVEMENT PLANS TRACT 16324 LAT. "A-27, LAT. "A -3 ; LAT. "A-40, LAT. "A -5; LAT. "A -8" AND LAT. "A -9" Approved By : DATE: ,- ` ' CITY ENGINEER (�( �/, �� (� -� RCE N0. 24953 DESIGNED BY: ADICASC RECOMMENDED: AMT d HE�EET II 18.0 DRAWN BY E N Ci I N E E R I N G SH OS 937 SOUTH VIA LATA 5 OF I CHECKED BY: SUITE 500 DRAWING NO. COLTON, CA 92324 /^ _p CDC PH. (909) 783 -0101 FAX (909) 783 -0108 �-0 I r;- D PROJECT SHEET NO. 3- -OF - "A-91V 1983 1 z 3110k 116 OF CIAUF���\P GWHIC SCALE 40 0 20 40 80 = 40' DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA STORM DRAIN IMPROVEMENT PLANS TRACT 16324 LAT. "A-27, LAT. "A -3 ; LAT. "A-40, LAT. "A -5; LAT. "A -8" AND LAT. "A -9" Approved By : DATE: ,- ` ' CITY ENGINEER (�( �/, �� (� -� RCE N0. 24953 DESIGNED BY: ADICASC RECOMMENDED: AMT d HE�EET II 18.0 DRAWN BY E N Ci I N E E R I N G SH OS 937 SOUTH VIA LATA 5 OF I CHECKED BY: SUITE 500 DRAWING NO. COLTON, CA 92324 /^ _p CDC PH. (909) 783 -0101 FAX (909) 783 -0108 �-0 I r;- D PROJECT SHEET NO. 3- -OF - N O 0 N a N n Y W v U c a N U a c 0 0 U I 0 v a I 2 I a a . 2 � 8 — E 8.9 11� 94.6 994 02 80. 5.4 90 PE a. E 75. E l / I r — \ -- - - � ry,. W X00 \F C /4. HENDERSON CREEK 'EX. ACCESS ROAD.... CONTROL LINE ..__ (PROTECT IN PLACE) 0 0 - N m Z �� EX: S. B. C. F.0 D. FENCING 28 O r ° ` APN 225 084 004 \V LINE Q CONSTRUCTION NOTES y 9w' 2G WALL HEIGHT 2228 zt ` VARIES TW 1 CONSTRUCT DBL 18" RCP & BEDDING (D -LOAD PER PROFILE) ® P/L EASEMENT DBL 18" RCP 'ULAR CHANNEL SECTION B -B" 23.55 TW 77 D 74 CONSTRUCT 4' WIDE X 2' HIGH RCB PER CALTRANS STD. PLAN D80 (SEE SHEET 8) VARIES 11.48' -1297' PROP. PERIMETER WALL _. o _- 18' RCP 15' PUBLIC PER SEPARATE PLANS & PERMIT - 76 CONSTRUCT IRREGULAR CONCRETE CHANNEL PER SECTION B -B Exlsr, GROUND MAINTENANCE ° N VARIES 1' 4.5' 3' t' ACCESS EASEMENT h 16 18 8 zt 18 CONSTRUCT CONCRETE HEADWALL PER CALTRANS STD. PLAN D90 \ 1,981-3.47 15' PRIVATE t EQUESTRIAN 2" BENCH 2228 DETAIL B EASEMENT ^ .- 12 RAMP IRREGULAR CHANNEL TW SCALE l`_-10' 19 CONSTRUCT BOX CULVERT WARPED WING WALL PER CALTRANS STD. PLAN D86A (SEE SHEET 8) 28 2.0% PER SECTION "B -B' 22.28 820 z4.13 21 - -- ��. TW 1s 20 CONSTRUCT PIPE CULVERT WARPED WING WALL PER CALTRANS STD. PLAN D86B (SEE SHEET 8) 7 5 2. EXISTI NG GROUND TW PER PLAN 21 INSTALL 6' CHAIN LINK FENCE PER SBCFCD SP DWG. II (SEE SHEET 8) t 3' — �v 2q IL 1 C 2' CUTOFF WALL 6" CONCRETE \ Tyy 22 INSTALL INSTALL 8" CLASS "A" CONCRETE SLAB W 4 @ 18" O.C. B.W. Fc =4,000 PSI � W/ #4 REBAR ® 18" O.C. BOTH WAYS 5' MIN 2 SCALE 1 " =10' � # ( �1 ° � .'87,47 TAN � �' - '' 23 CONSTRUCT CONCRETE TRASH RACK PER S.B.C.F.C.D. S.P. 101 (SEE SHEET 9) 6" CONCRETE W/ #4 REBAR ® PROP. D.G. PAD 29 18" O.C. BOTH WAYS OR APPROVED �/� /� PER PLAN 2' 28 CONST C -RAIL PCV FENC E CITY STD. 1010- 9" CONCRETE W/ #4 REBAR ® EQUAL. TW 18" O.C. BOTH WAYS 148'34'50'± _ — 5= 0.0230 �9 CONSTRUCT BOX CULVE T T PE "A" WING AL AND END WALL PER ® SECTION B —B — CALTRANS STD. PLAN D84 (SEE SHEET 9) 16 �' �� 11122 23 RCBx 2" N. T. S. MEET EXIST. 7'± / SAWCUT "AND` RETAIN„£k,.LE" R 25+ 4.47 43.69' RT SIDE SLOPE 90'00'00" I,NT0 BOX S_IDEWALL� (18 MdN" " DERSON CREEK CONTROL LINE 89 30 REGULAR CHANNEL WI TH WINGWALL / /�SAWCUT EX. CUTOFF WALL 29 �(�AL eQT SITYSy'; esw3 s 28fiw PER sECnoN B -a" (TYP. BOTH SIDES) l� RETAIN 18" MIN OF EXIST �S REBAR TO TIE INTO INV. SLAB a'w i,2 Re3; " a 88.01 TW N „� - A SECTIO TW - - - -- 89.30 _ T IN KID - TW- rT10 _EX. \ D PERMIT INSPECTION REQUIRED CURVE /LINE D DATA D DETAIL "D" N89'19'49 "E 59.94' - © N89'19'49 "E - l N.T.S � I 0 48 HOURS BEFORE YOU DIG, CALL UNDERGROUND SERVICE ALEI�> sT 1- 800 - 422 -4133 ti 00 Wes® U +��� N wa3 GRAPHIC SCALE 24.54 40 0 20 40 80 TW ____...... 1" = 40' 0 I ® REVISED 24' RCP TO DBL 18' RCP ^} ADD DETAILS PER SBCFCD FOR CHANNEL ° CONNECTIONS DESCRIPTION OF REVISION DATE rY APPROVED CITY OF RANCHO CUCAMONGA STORM DRAIN IMPROVEMENT PLANS TRACT 16324 LINE B STA. 10 -00.00 TO 20+95.49 Approved By DATE: ES$ CITY ENGINEER .'� � / 1 RCE NO. 24953 CNM�q�Fy DESIGNED BY: RECOMMEND AMT APICASC oa DRAWN BY: E N Cl I N E E RI N G SHEET /00 6 OF 1 OS 937 SOUTH VIA LATA Nil \Q CHECKED BY: SUITE 500 DRAWING NO. pl COLTON, CA 92324 CA��F 2072 -D CDC PH. (909) 783 -0101 FAX (909) I83 -0108 1 Or=1 ►vv. — t./r- DELTAMEA N89'19'49 "E 59.94' - © N89'19'49 "E - 753.72' - © N89 "18'39 "E - 66.35' - �o N89 20'13 "E - 196.49' - l N.T.S � I 0 48 HOURS BEFORE YOU DIG, CALL UNDERGROUND SERVICE ALEI�> sT 1- 800 - 422 -4133 ti 00 Wes® U +��� N wa3 GRAPHIC SCALE 24.54 40 0 20 40 80 TW ____...... 1" = 40' 0 I ® REVISED 24' RCP TO DBL 18' RCP ^} ADD DETAILS PER SBCFCD FOR CHANNEL ° CONNECTIONS DESCRIPTION OF REVISION DATE rY APPROVED CITY OF RANCHO CUCAMONGA STORM DRAIN IMPROVEMENT PLANS TRACT 16324 LINE B STA. 10 -00.00 TO 20+95.49 Approved By DATE: ES$ CITY ENGINEER .'� � / 1 RCE NO. 24953 CNM�q�Fy DESIGNED BY: RECOMMEND AMT APICASC oa DRAWN BY: E N Cl I N E E RI N G SHEET /00 6 OF 1 OS 937 SOUTH VIA LATA Nil \Q CHECKED BY: SUITE 500 DRAWING NO. pl COLTON, CA 92324 CA��F 2072 -D CDC PH. (909) 783 -0101 FAX (909) I83 -0108 1 Or=1 ►vv. — t./r- N 0 0 s x I a a N M �I i y d U C 0 m c x I c 0 0 U 0 8 d 0 c v x t n 0 I a 0 I 8 +97.55 LINE -C- =22+30.75 WARD CHANNEL C/L INT. rA I �FU U) �' W + z � N�¢ ro nc� �: Itell] p 11-EX. S$. C. F C. D:. 1 (PROTECT IN PLA EX. ACCESS ROAD (PROTECT IN PLAC EX. CHANNEL (PROTECT IN PLACE) SEE f HEREONTAIL "A" TuI b « Q) b 1 �' I L 9 1955 BEGIN PIPE l7 11 I A" 7 L" 0 35&99 LF IRREGULAR CHANNEL LINE 'C° 10 +00 11+00 12 +00 13 +00 �U m L 34 I I i I II III i f . f � i V z m v z^ 15 +00 ® EXIST GROUTED_y`% 15�`� U m > Z TANKBIff (PROTECT IN PLACE) ro Cb3 49.81' 10 +64.62 -0" © Ito 8" WATER X -ING SO 'x M ^^ ^^ co HGL - �� FlNIS1 m Uj �Wa3 EXISTING GROUND 0 CIL - cb , 'RFACE ®? ? .....,_ BOT SD= 1725.38 _ 19 CONSTRUCT L 1 m -- 8) ca 3 4" GAS INSTALL 6' CHAIN LINK FENCE PER S.B.C.F.C.D. S.P. DWG. 11 PER SEPARATE PLANS & PERMIT 14.6' 15' PUBLIC (SEE SHEET 8) CONTRACTOR TO / e FIELD VERIFY & ' O NOD . --�-co + I..aF: o Nom 8 2 � UI / RCQREO AS \ \ - PAD HGL CONSTRUCT Ss0 �3$ 28 2.0% z F - - FENCING` AS REQUIRED. MAX 1 5 F4' 6' WIDE X 5' HIGH RCB PER CALTRANS STD. PLAN D80 EXISTING GROUND i (SEE SHEET HGL 2' CUTOFF WALL 6" CONCRETE W/ #4 REBAR 0 18" O.C. BOTH WAYS PROP. D.G. HYDRAULIC DATA { =210.0 cfs� S =o.olzo 9" CONCRETE W/ #4 REBAR 0 " ® z VMAX 0100 = 1454 Cfs ( i $ a�? o ¢,.? � > VMAX = 18.0E fps s =o.o187 0 IjYDRAl1�Ll DATA z_ 00 °0 00 °' rW.n.zN°.cn 2��'•�z00 0100 4210.0 cfs 0 o N M VMAX � 16.9 fps }} OWN + (gyp } W p 11-EX. S$. C. F C. D:. 1 (PROTECT IN PLA EX. ACCESS ROAD (PROTECT IN PLAC EX. CHANNEL (PROTECT IN PLACE) SEE f HEREONTAIL "A" TuI b « Q) b 1 �' I L 9 1955 BEGIN PIPE l7 11 I A" 7 L" 0 35&99 LF IRREGULAR CHANNEL LINE 'C° 10 +00 11+00 12 +00 13 +00 �U m L 34 I I i I II III i f . f � i V z m v z^ 15 +00 ® EXIST GROUTED_y`% 15�`� U m > Z TANKBIff (PROTECT IN PLACE) ro Cb3 49.81' 10 +64.62 -0" © Ito 8" WATER X -ING SO 'x M ^^ ^^ co CONSTRUCT 10 +68.62 LINE "C"'C L INT`, ,,�� I I ° m° w m Uj �Wa3 .,� 66" RCP & BEDDING (D -LOAD PER PROFILE) cb , -ING ACCESS GA TE CONSTRUCT .....,_ BOT SD= 1725.38 _ 19 CONSTRUCT TOP WATER - 1724.38 '' '� ,,.(PROTECT` N'b.F'..L CO j m 0 8) ca 3 21 INSTALL 6' CHAIN LINK FENCE PER S.B.C.F.C.D. S.P. DWG. 11 PER SEPARATE PLANS & PERMIT 14.6' 15' PUBLIC (SEE SHEET 8) I 1 MAINTENANCE 4 ' O NOD . --�-co + I..aF: o Nom 8 15' PRIVATE 9) PAD DRAULIC CONSTRUCT DA 28 2.0% z F - - FENCING` AS REQUIRED. MAX 1 5 F4' 6' WIDE X 5' HIGH RCB PER CALTRANS STD. PLAN D80 EXISTING GROUND i (SEE SHEET 2' CUTOFF WALL 6" CONCRETE W/ #4 REBAR 0 18" O.C. BOTH WAYS PROP. D.G. 100 =210.0 cfs� 18" O.C. BOTH WAYS EQUAL. 9" CONCRETE W/ #4 REBAR 0 0 ® z VMAX = 16.9 fps $ a�? o ¢,.? ¢az 0 1 rW.n.zN°.cn 2��'•�z00 cOdfY�o M }} OWN + (gyp } W QiS N6j Z + p�N N 151.45 LF 6 $" RCP O Z W h 0 Z mt- -- W n w m Z n (D --135 20.00 LF 15.00 LF TRANSITION STRUCTURE ? TRANS177ON STRU( 20.55 LF t 6'W X 5 H RCB p 11-EX. S$. C. F C. D:. 1 (PROTECT IN PLA EX. ACCESS ROAD (PROTECT IN PLAC EX. CHANNEL (PROTECT IN PLACE) SEE f HEREONTAIL "A" TuI b « Q) b 1 �' I L 9 1955 BEGIN PIPE l7 11 I A" 7 L" 0 35&99 LF IRREGULAR CHANNEL LINE 'C° 10 +00 11+00 12 +00 13 +00 �U m L 34 I I i I II III i f . f � i V z m v z^ 15 +00 ® EXIST GROUTED_y`% 15�`� m RADW 4 RIPRAP °- „ TANKBIff ?° a (PROTECT IN PLACE) ro Cb3 49.81' 10 +64.62 -0" © ©v I 8" WATER X -ING SO 'x C� ,- BOT SD =1725.30 TOP WATER =1724.36 . co CONSTRUCT 10 +68.62 LINE "C"'C L INT`, ,,�� I I ° m° w m Uj �Wa3 =17 +05.50 AMBI�ESIDE PLACE,C /L 8" WATER X 60" SO EX. DOU LE DRI�E 66" RCP & BEDDING (D -LOAD PER PROFILE) 373.99' -ING ACCESS GA TE CONSTRUCT IRREGULAR CONCRETE CHANNEL PER SECTION Bl -81 BOT SD= 1725.38 _ 19 CONSTRUCT TOP WATER - 1724.38 '' '� ,,.(PROTECT` N'b.F'..L CO j P/L 8) PROP. PERIMETER WALL 21 INSTALL 6' CHAIN LINK FENCE PER S.B.C.F.C.D. S.P. DWG. 11 PER SEPARATE PLANS & PERMIT 14.6' 15' PUBLIC (SEE SHEET 8) I 1 MAINTENANCE 4 © 2' BENCH EXIST GROUND 2. 1' 6' ACCESS EASEMENT 15' PRIVATE 9) PAD \ 21 1' 0.5" EQUESTRIAN EASEMENT CONSTRUCT 28 2.0% V-2:1 - - FENCING` AS REQUIRED. MAX 1 5 F4' 6' WIDE X 5' HIGH RCB PER CALTRANS STD. PLAN D80 EXISTING GROUND i (SEE SHEET 2' CUTOFF WALL 6" CONCRETE W/ #4 REBAR 0 18" O.C. BOTH WAYS PROP. D.G. © 6" CONCRETE W/ #4 REBAR 0 OR APPROVED TRANSITION STRUCTURE PER CITY STD. PLAN NO. 334. 18" O.C. BOTH WAYS EQUAL. 9" CONCRETE W/ #4 REBAR 0 ® 18" G.G. BOTH WAYS 1 � SECTION B 1 -B 1 2 -RAIL PCV FENCE PER CITY STD, 1010 -A N. T. S. CURVE /LINE DATA WN� LINE "Cx GRAPHIC SCALE 40 0 20 40 80 1 " = 40' 0 22 +75.00 WARDMAN�CHANNEL i I x VARIIES 32.55 TW 20' -� 10' ( ) 8 +97.551INE "C" CAL (19.85 FL)` =22 +30.75 tiYARDMAN I �° SLOPE VARIES CHA LJNEL cIL IN 2:1 TO VERTICAL SA WCUT EXIST.: STRUCTURE AND RETAIN 30' OF EXIT REBAR.. LOCATION I TO BE FIELD DETEPMINED 22.0 VARIE CHNL. IN V. _ - 9 + 19.55 BEGIN PIPE 23.19 FL EXIST. WARDMAN RECONSTRU T 13 CHAN4EL INTERFERINq PORTION 23 OF EXIST. TRUCTURE AS REQUIRED 21 ( SEE DETAI S ON BENCH MARK 2" BRASS DISK IN CONCRETE HEADWALL STAMPED "CITY OF RANCHO CUCAMONGA BM 10089 1987" AT SOUTHWEST CORNER OF SUMMIT AVENUE AND EAST AVENUE ELEVATION = 1504.031 FT ELEVATION = 459.343 M BASIS OF BEARING - NORTH LINE OF SECTION 27 PROFILE SCALES I HORIZ.: 1 "' =40' VERT. : 1`--4' m RADW U TANKBIff ?° a N43'51 '43 "W ro Cb3 49.81' - © ©v I 00 C� ui © co CONSTRUCT +�J� - �Wa3 CONSTRUCT 22 +75.00 WARDMAN�CHANNEL i I x VARIIES 32.55 TW 20' -� 10' ( ) 8 +97.551INE "C" CAL (19.85 FL)` =22 +30.75 tiYARDMAN I �° SLOPE VARIES CHA LJNEL cIL IN 2:1 TO VERTICAL SA WCUT EXIST.: STRUCTURE AND RETAIN 30' OF EXIT REBAR.. LOCATION I TO BE FIELD DETEPMINED 22.0 VARIE CHNL. IN V. _ - 9 + 19.55 BEGIN PIPE 23.19 FL EXIST. WARDMAN RECONSTRU T 13 CHAN4EL INTERFERINq PORTION 23 OF EXIST. TRUCTURE AS REQUIRED 21 ( SEE DETAI S ON BENCH MARK 2" BRASS DISK IN CONCRETE HEADWALL STAMPED "CITY OF RANCHO CUCAMONGA BM 10089 1987" AT SOUTHWEST CORNER OF SUMMIT AVENUE AND EAST AVENUE ELEVATION = 1504.031 FT ELEVATION = 459.343 M BASIS OF BEARING - NORTH LINE OF SECTION 27 PROFILE SCALES I HORIZ.: 1 "' =40' VERT. : 1`--4' SHEET 9 OR ORIGINAL q LINE "C" LAYOUT (24.22) FL EXIST GROUTEDsa RIPRAP (PROTECT IN PLACE) 33.6 TW \ r: I SBCFCD PERMIT INSPECTION REQUIRED ` DETAIL "A" SCALE 1` -- 10' rJ EX. S.�.C.F.C.D. DIRT` ACCESS 'l?OAD m Y1nLESS� `` RI 48 HOURS BEFORE YOU DIG DETAIL "B" CALL t'�O UNDERGROUND SERVICE ALERT SCALE 1 =10 1 - 800 - 422 -4133 ii DELTA/BEARNIG RADW NOTE. EXIST STRUCTURE ELEVATIONS TANKBIff 0 N43'51 '43 "W OBTAINED FROM FIELD SURVEY 49.81' - © ON 11 -1 -05. 45.00' 36.50' CONSTRUCTION NOTES © I CONSTRUCT JUNCTION NO. 1 PER CITY STD. 330. - 15 CONSTRUCT 66" RCP & BEDDING (D -LOAD PER PROFILE) 373.99' 1� CONSTRUCT IRREGULAR CONCRETE CHANNEL PER SECTION Bl -81 19 CONSTRUCT BOX CULVERT WARPED WING WALL PER CALTRANS STD. PLAN D86A (SEE SHEET 8) 21 INSTALL 6' CHAIN LINK FENCE PER S.B.C.F.C.D. S.P. DWG. 11 (SEE SHEET 8) © CONSTRUCT TRASH RACK PER S.B.C.F.C.D. S.P. 101 (SEE SHEET 9) REMOVE AND REPLACE IN KIND 4 CONSTRUCT FILL OVER STORM DRAIN SYSTEM 2' MINIMUM. EXIST ACCESS ROAD AND FENCING` AS REQUIRED. © CONSTRUCT 6' WIDE X 5' HIGH RCB PER CALTRANS STD. PLAN D80 (SEE SHEET 8) © CONSTRUCT TRANSITION STRUCTURE PER CITY STD. PLAN NO. 334. EX. S.'B. C. F C. D. FENCE J ® CONSTRUCT 2 -RAIL PCV FENCE PER CITY STD, 1010 -A CURVE /LINE DATA SHEET 9 OR ORIGINAL q LINE "C" LAYOUT (24.22) FL EXIST GROUTEDsa RIPRAP (PROTECT IN PLACE) 33.6 TW \ r: I SBCFCD PERMIT INSPECTION REQUIRED ` DETAIL "A" SCALE 1` -- 10' rJ EX. S.�.C.F.C.D. DIRT` ACCESS 'l?OAD m Y1nLESS� `` RI 48 HOURS BEFORE YOU DIG DETAIL "B" CALL t'�O UNDERGROUND SERVICE ALERT SCALE 1 =10 1 - 800 - 422 -4133 ii REF1LICg0F -0 UPIH '>:" 5PR.1+65.%T0 S-M. (0+91.00 SEE SI1T 10.6, ADM WILL EXTEaS044 SEE SHT 11 7- t-L ® CONIECTI)O SCR SBCFCD FOR CHANNEL r -3/ DESCRIPTION OF REVISION DATE cm APPROVED CITY OF RAINCHO CUCAMONGA STORM DRAIN IMPROVEMENT PLANS TRACT 16324 UNE C STA. 8 +9755 TO 14 +8554 Approved By : DATE: <O / CITY ENGINEER CA C C RCE NO. 24953 DESIGNED er: A E I � te./ RECOMMENDED: AMT DRAWN BY: SHE ENGINEERING OS 937 SOUTH VIA LATA % OF It CHECKED BY: SUITE 500 DRAWING NO. COLTON, CA 92324 e� n CDC PH. (909) 783 -0101 FAX (909) 783 -0108 2072 -D I nw11l I wv. vt - DELTA/BEARNIG RADW LEN. /DST. TANKBIff 0 N43'51 '43 "W - 49.81' - © 4628'07 " 45.00' 36.50' 19.32' © N89'40'09 "E - 115.21' - QD N89'40'09"E - 373.99' - REF1LICg0F -0 UPIH '>:" 5PR.1+65.%T0 S-M. (0+91.00 SEE SI1T 10.6, ADM WILL EXTEaS044 SEE SHT 11 7- t-L ® CONIECTI)O SCR SBCFCD FOR CHANNEL r -3/ DESCRIPTION OF REVISION DATE cm APPROVED CITY OF RAINCHO CUCAMONGA STORM DRAIN IMPROVEMENT PLANS TRACT 16324 UNE C STA. 8 +9755 TO 14 +8554 Approved By : DATE: <O / CITY ENGINEER CA C C RCE NO. 24953 DESIGNED er: A E I � te./ RECOMMENDED: AMT DRAWN BY: SHE ENGINEERING OS 937 SOUTH VIA LATA % OF It CHECKED BY: SUITE 500 DRAWING NO. COLTON, CA 92324 e� n CDC PH. (909) 783 -0101 FAX (909) 783 -0108 2072 -D I nw11l I wv. vt - 1 I . V N REINFORCED CONCRETE WINGWALLS 351 -0 -, STATION PT ALL TIE DIMENSIONS �� eye I b Sux tin rcrp 5 _ 2 x<•a a, D• s n, r Nrud u,e 9 r0 -W E [` x� 41 O-O> V e S O' __i4 e s -0 TYPICAL LAYOUT EXAMPLE x•fx f -s Tn i , `� �. `;44A:'y'ti.1°s6b ' tsq'•• 6a°s y�° .. 1 ••�1,\a�'"y'M•: �r "s.11's1°4••�1.'.1�,•'O\~}L� 1518 9.110 REINFORCED CONCRETE WINGWALLS 351 -0 STANDARD PLAN STATION PT ALL TIE DIMENSIONS D p N FOR ,SP 5 _ 2 1.MIID 4•.!,: ••: ••: {�.c b. _ •s•••11`s`•:. 1 s1s' ys_ 'I •�••.��° '``y.k:••7`:.`.:�•1•y 9 r0 -W E [` x� 41 O-O> V e S O' __i4 J a' s -0 ♦ a0 `0' 1�0 f -s Tn i , `� �. `;44A:'y'ti.1°s6b ' tsq'•• 6a°s y�° .. 1 ••�1,\a�'"y'M•: _ 1.• ,.f ' Y • :' "s.11's1°4••�1.'.1�,•'O\~}L� 1518 9.110 ••s1�:••,'4h`•^1:.s11:� 1,1.••.•'1w. �?•140y1� 4.500 'I°••s \�•••.ji1 \1 1 ••5�` 'i1.•• •\ ••.1•..•�.`..�'�.••11.1: :•:.•. `V ••V,•°•`. `�:v.1 •. L;. !�,�•• •11•`1`1Lt°•• ' I 1 ti`° �••i1•••'•I O�:•••. �•:A••O.t��y •�•i1 ;1�,��,,ti•. OA'1 : .`.� ' • .�.4'....� • °.}•;•��� e. • r • e B N ° m \ •p• t ••.11 �- iLQ' A_ O ♦B s o y E zQ Yt 1 1. r�.-� s {°`.•°si \• �- TYPICAL SECTION TYPICAL SECTION Y, =4 TYRU 12' H-13TWU20 ° .. ^Ibri SECTION B -B :�p,• ^war _ SECTION C a PART PLAN A -A cT mow• sy IroLET p1TL RC PIPE D- EETAIL6 SECTION p D SECTION E -E ' �'"'`'�,i O:Mrea etAVxire Cdpn+leE SECTION F -F TYPE. C WALL END ELEVATION STRAIGHT WINGWALLS TYPE 6 naE C CttY(RM j os.u3Baxr « ra.nva,.ml PIPE CULVERT HEADWALLS, ENDWALLS AND WINGWALLS TYPES A, B AND C NO SCALE - FD-9-011 •• SeB M1bea Do}xB+a cwst N wt. I- M •♦ C ,w.a.Jn 'a "eare.fw_xrrn era fo on HNdH b' pu_ C 16 I Mvv €i SLOPED WYERi { f•- _'333_"!, ____ Sse W1s °^ •� M � � M 06r i 1 I '' yWa f l l 45 An Ho, Y ear a vs 5/5 TL ova t uH iWfa ro., �b� �� ?�L , T� - t o O«a See x0 e 1 1 / •' 6° b See HOta 6 - I FL AT INVERT R - T -4 � NV Ri TR A P EZ06)AL INJERT E s,�'t ^7e�ve � - t- 'f_•a x ° !e g a a - Va.. . .•�ro.__9ds.e i xpfe - � _ ... ALTERNATIVE <na� _!g IS INVERTS oo,4 _solking NOTES i..� ROOF SECTION I. F, boss wM bom « n,lom le.: frq„ mr cY imae aro,e� le roow. j 1 ,1 - 'j } •a7 w •♦ rot« SPANS 10' THRU 14' n.f yaOYer N:e eo. w„crete m.wcaias mt remrwc..wr. B O v Is I •reef er wxe neceasvy awn9ee In Iw- Ie,gtns ord a 11+1., ab IoD oo-e \ s.. Nof• 4 •♦ e e uo. - z Ouonikw we coorowete me for eaelmr o.+-ooeea ony. fW COSea Y1M Of M Y M c Br ep }pr f11M fMee N (ece / Z r Criyy c.m IM Ov v RwM I yp icObb.a pecld OBNpI Iy r cameo. i (��an.o r O Y Jf I f.r 1 ve • n lb perA . 0 10 B.,m nnB IBa° rock[ m aery etYyr op'_ T-_ eCOrot J5 - � � O' n°'e 5. -6 "CO's ra Ot fqN spOC4p 'spins p N'aJVI a r Y a Ya r 1.__ s.e tat• ♦ c.t Ot _ ve of naf w«:aw fmone �� .onrl. ..p. pa„ ., 1. M1OVbB povx,p m1rvMn I avJ .t.en WvOmenf ,. F o «tint c-ronB ste, as wawa. 5'... o,b, I � � aefalo not am.n.s« s+a+ava FwB oaz TYPICAL I L s ry e.wma YBO. ve.,a •a a IB enc'r .er czwo j Yel e _ I j -- : "c' oera w sea sows '•`b«a sTeTa a C.00F u L) seB rst. s D[r�wn¢xr a rnu5rOPraTluu SECTION - �- spin �'� WALL SECTION CAST -IN -PLACE SPANS 4' THRU 8' TYPICAL SECTION - SPANS 10' THRU 14' SPANS 10' THRU 14' REINFORCED CONCRETE SINGLE BOX CULVERT NO SCALE D80, 1`- Y N N U c 0 Vl • a c x m N r O U i c 0 m `v d SLOPE = I /2' PER FOO CORRUGATED STEEL i BAND CONNECTOR I" m 8'- -CONC- PIPE OR RCP N Y U '3s. i uz `�A•Q__ _ _- / ow�3 / 24' PT, A NTH TL O CORRUGATED STEEL 3 -PIECE ---CONCRETE COLLAR 2 WELD 90' ELBOW / 420 -C -2000 CASE I SECTION A -A NOTE- FOR CASE 2 d 3. SEE SH. 2- o AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER END SECTION InW (Maw) 351 -0 STANDARD PLAN STATION PT ALL TIE DIMENSIONS CSP FLARED INLET FOR ,SP 11/2 1.MIID 4•.!,: ••: ••: {�.c b. _ •s•••11`s`•:. 1 s1s' ys_ 'I •�••.��° '``y.k:••7`:.`.:�•1•y SHOWN ON THE PROJECT DRAWINGS :+v\ • •v'•.v•,vvN'�i.•v�1. v , �.'v v y 'vv•. V USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION t'._,'y S"'`''._ `• :f -- - !1` ... t._ _s°!.` _ :a�. ? ARE TO THIS POINT 1� _' _ 1:.__•er_v . '_' 11•' -•'s w°. 1 w - N, �1't�..•';4!, i , `� �. `;44A:'y'ti.1°s6b ' tsq'•• 6a°s y�° .. 1 ••�1,\a�'"y'M•: _ 1.• ,.f ' Y • :' "s.11's1°4••�1.'.1�,•'O\~}L� 1518 9.110 ••s1�:••,'4h`•^1:.s11:� 1,1.••.•'1w. �?•140y1� 4.500 'I°••s \�•••.ji1 \1 1 ••5�` 'i1.•• •\ ••.1•..•�.`..�'�.••11.1: :•:.•. `V ••V,•°•`. `�:v.1 •. L;. !�,�•• •11•`1`1Lt°•• ' I 1 ti`° �••i1•••'•I O�:•••. �•:A••O.t��y •�•i1 ;1�,��,,ti•. OA'1 : .`.� 1 p 11•1`••••{••y: 1_`i1 •• • .�.4'....� • °.}•;•��� 1•� . �1:•� • °:•1 ••.1•• 1.1.E 1 1 •111Y S5 (C,d�v. Pipe qM �b1 h , 'I;1'� 1 \ 'A p N ° m \ •p• t ••.11 �- iLQ' A_ -- (iP s 1 s1'y11 s �sL•••�41';•s \:::•. {°`.•°si \• �.�t '.' .,1'11'•. . .. - 1•••�:• ?:�s •: •iv; •'•'v:. •.. %i.:•.•.�,v; .,.•�"a,•.••sr•:•. -.';., ..; \:1 . 1.1• s, s,.:• . V1�•. ,(.,.r1A:•.,• 1!w \:!.�A:.1 •.. ...... .. •!•!.��.I!.1.VAl - :: i:•.;T: {N, \v V.y:1.�1:ti..Ll. 1•.•t• ••° 1•.•104 414 l�`.�i�y`•• .. •�..i..1:+.40iSS.•.•:1S \: '' -- GALVANIZED PROTECTION BARS MaT Bo' liW Ftlxk a Ro PLAN L • s CORRUGATED STEEL - N BAND CONNECTOR. a SEE NOTE 6 �2 N -11%4 Nom. Std Gdr. ° , , .4./. ru _ S `t CONSTRUCT BERM TO t--, /-- CORRUGATED STEEL HEIGHT OF TOP OF INLET - K7 U 2 -PIECE 90' ELBOW plpe Rd (tp) 1/ Nan 9ld CaW, a "+ - m•on 8o r ,V ,O tr SEE NOTE 9 1 ALTERNATE GROUND LINE if r At Link END SECTION FOR CSP - � /16' x 3/} Min. b § c 0 n FLOW LINE -• v r.l III:' s„l 1`- Y N N U c 0 Vl • a c x m N r O U i c 0 m `v d SLOPE = I /2' PER FOO CORRUGATED STEEL i BAND CONNECTOR I" m 8'- -CONC- PIPE OR RCP N Y U '3s. i uz `�A•Q__ _ _- / ow�3 / 24' PT, A NTH TL O CORRUGATED STEEL 3 -PIECE ---CONCRETE COLLAR 2 WELD 90' ELBOW / 420 -C -2000 CASE I SECTION A -A NOTE- FOR CASE 2 d 3. SEE SH. 2- o AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN InW (Maw) 351 -0 STANDARD PLAN LO�iI JO'1!�''COOPERATIVE CAOMMITTEE CSP FLARED INLET 351 -0 11/2 1.MIID 4•.!,: ••: ••: {�.c b. _ •s•••11`s`•:. 1 s1s' ys_ 'I •�••.��° '``y.k:••7`:.`.:�•1•y 99z :+v\ • •v'•.v•,vvN'�i.•v�1. v , �.'v v y 'vv•. SHEET i OF 3 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION HEIGHT I .VCJ BERM HEIGHT OF TOP OF N'. END SECTCN FOR CSP FLOW LINE SEE NOTE 9 CORRUGATED STEEL BAND CONNECTOR. SEE NOTE 5 CONSTRUCT BERM TO HEIGHT OF TOP OF INLET SEE NOTE 9 ENO SECTION FOR CSP - FLOW _INE -, PT . B �s SLOPE = I /2' PER FOOT- TOP OF RCP OR TOP SLAB OF ROB CONCRETE COLLAR 420 -C -2000 PER S TO- PLAN 380 v OR R,,P - oiw�3 w�a ( 2 c STRAIGHT GRADE TO INLET CASE 2 SECT ION A -A (SH. 1) r/ SEE PROJECT DRAWINGS CASE SECTION A -A (sH. n CORRUGATED STEEL 2 -PIECE 90' ELBOW ALTERNATE GROUND LINE a *n W T IN OR CUT PIPE TO SURFACE CONCRETE. SEE NOTF 7 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN InW (Maw) 351 -0 CSP FLARED INLET 1, 111106 1.360 SHEET 2 OF 3 11/2 1.MIID 4•.!,: ••: ••: {�.c b. _ •s•••11`s`•:. 1 s1s' ys_ 'I •�••.��° '``y.k:••7`:.`.:�•1•y ,'s•bs ••1' .•:•• si •°1 .- • :+v\ • •v'•.v•,vvN'�i.•v�1. v , �.'v v y 'vv•. •. 1\•y1••wa..4.s�s 's s °S';s,):G•(O s.••' .-"'..` : '}•• '11:011;11M •_ t'._,'y S"'`''._ `• :f -- - !1` ... t._ _s°!.` _ :a�. ? 1� _' _ 1:.__•er_v . '_' 11•' -•'s w°. 1 w - N, �1't�..•';4!, \`•1• , `� �. `;44A:'y'ti.1°s6b ' tsq'•• 6a°s y�° .. 1 ••�1,\a�'"y'M•: _ 1.• ,.f ' Y • :' "s.11's1°4••�1.'.1�,•'O\~}L� 1518 9.110 ••s1�:••,'4h`•^1:.s11:� 1,1.••.•'1w. �?•140y1� 4.500 'I°••s \�•••.ji1 \1 1 ••5�` 'i1.•• •\ ••.1•..•�.`..�'�.••11.1: :•:.•. `V ••V,•°•`. `�:v.1 •. L;. !�,�•• •11•`1`1Lt°•• ' I 1 ti`° �••i1•••'•I O�:•••. �•:A••O.t��y •�•i1 ;1�,��,,ti•. OA'1 : .`.� 1 p 11•1`••••{••y: 1_`i1 •• • .�.4'....� • °.}•;•��� 1•� . �1:•� • °:•1 ••.1•• 1.1.E 1 1 •111Y S5 (C,d�v. Pipe qM �b1 h , 'I;1'� 1 \ 'A p 4 m \` ~. �•• •p• t ••.11 1•• 11v1 ••':1 -•. •TORY ti O0. •'-ei1s•1•••`�1•1r`.� p: y.•.•i':O•:1 •S (iP s 1 s1'y11 s �sL•••�41';•s \:::•. {°`.•°si \• �.�t '.' .,1'11'•. . .. - 1•••�:• ?:�s •: •iv; •'•'v:. •.. %i.:•.•.�,v; .,.•�"a,•.••sr•:•. -.';., ..; \:1 . 1.1• s, s,.:• . V1�•. ,(.,.r1A:•.,• 1!w \:!.�A:.1 •.. ...... .. •!•!.��.I!.1.VAl :j .`.;1.11 ?•1;.;.1 •.•.Y.1. :: i:•.;T: {N, \v V.y:1.�1:ti..Ll. 1•.•t• ••° 1•.•104 414 l�`.�i�y`•• .. •�..i..1:+.40iSS.•.•:1S \: �•``.t •`••1 L. •, Is MaT Bo' liW Ftlxk Ro L • CONCRETE COLLAR 420 -C -2000 PER S TO- PLAN 380 v OR R,,P - oiw�3 w�a ( 2 c STRAIGHT GRADE TO INLET CASE 2 SECT ION A -A (SH. 1) r/ SEE PROJECT DRAWINGS CASE SECTION A -A (sH. n CORRUGATED STEEL 2 -PIECE 90' ELBOW ALTERNATE GROUND LINE a *n W T IN OR CUT PIPE TO SURFACE CONCRETE. SEE NOTF 7 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN InW (Maw) 351 -0 CSP FLARED INLET 1.660 1.360 SHEET 2 OF 3 11/2 1.MIID 1.610 2720 tl 2375 F8 .`7 3.650 21/2 1875 1466 5.760 f Y 1500 3.066 E 31/2 8 1518 9.110 Gtlr. Pipe With Cd, Cl, 4.500 U. Pmt. 2 7/2 Horn. Ob. x T -4' 10.790 ! Intern . Di Pmt, Y Nom. Oh, x Y -70' 8825 v' ` 1&970 T ._.79M s r S5 (C,d�v. Pipe qM Gak Gdv. Cql Pipe WM p 4 m < (iP s 1 r IU��al . IL w TT° - w MaT Bo' liW Ftlxk Ro S x 3/4MLn. - �2 -11%4 Nom. Std Gdr. ° Y^'i. .4./. ru _ S •� t .! K7 plpe Rd (tp) 1/ Nan 9ld CaW, a "+ - m•on 8o r ,V ,O , At Link Ten•m Rod MNh 11 Go. We Tit RW ( t ) /16' x 3/} Min. b 41111) v Tigldel• an HUMP (Taltl 6 m. EwdY °d) . 7Y L6W Fabric Te1MOn Rod TeMm Bar 3/IY x 3/1YM. <m -„ 1 1R Non. She Note 7) Ad stable - S a tens r 'oli i1. -e MM 1f ga MFa iim 24. I a a Rod CdrA 4 -- I 1 1 y ' - y etY Lang T'. -aught YNlght M•M Ineertn (See Note 8) � I LT 1 I •<If li MMp an Dia Sid Gdr• -4II Fa Gate Fmm IAL ^ J f. . - - ° -. v ^(�L'lJ - r I 1Y L TaD of .I.�t •agnt Yetd •_ h h .�1 {,yflt -Wtlght metal - pe T. Fdaic to T oM _, t 'Nei t YNd f Ronan of Fmme MM 4 'Meats (See Nola B) a., dneNb (Sm fbfe e) ? ' inaah (See Note B) 4 Gm M9e TNe rt tY 0.G . TYPICAL FENCE ELEVATION ON SLOPE TYPICAL DOUBLE DRIVE GATE SCALE i- = 2' SCALE i- = Z' iDN 0• 17-0' YmdnJn AorJna -1f -i �tOd Ym3mm aeh T Rai 8 4' -0' T . RA k 1P �• 1 Ttakd RaA A 1NY n1O N® Fin PmG J• Nan. DIG. Std. Got, Headed a, Peel Ferree Post 7 1 NonlgStd Cdv. Faetel Cate /i 2QYaM�tiW7Y Gate Pmt 'Sid NOTE: Pipe go, CM I its MYe tW) 12. 0.0 Catdl to Port m' Fd�M an. Gal, Pipe MHA Gal, Cap Where Panel Spacin on gg Slope xcaetla /0' -0• install ape 9a SbM9 Steel 72 Ga x i- Y6L al /6• r 2 1/2- x Sta. Pte R P 11 MFs MM n MYe r•e ggaa YmL QC T u ar . Mt Line Poets With Gale Cape Ca for T RaR and 72^ Long op at Y4' 0.L. C, y �..o : mesh, 72 ley Fad 6fim 41Fn >S Y. , 's Light Equal 1q6 t ol. f 10'- at Equal Interwla of 10' -0' !> xVi` ti/�rv,`/ F✓ ✓ ;Iti , <iiyv✓ ..; ;,p }ti x,,ti'R".:i/ �.jZfU. ^ffiti , .�, ( 2 y 2 ;•, a Less /.`.`'{ FiA Clear �hk ' ' r)¢ elldm Bu /IF 3 1fn. 11/4 Nan. Std Oak =AMP Than 4• x Poe Rd (t1µ) Wb Ghats lids b - CVt -Out la Ml•mednte 1.0"l', a •'` ".. 3 ienem Rod{'.` t`` r .;'• ;'• Fdxk '� :..,•. `•.MTT'... ? 'Y . >, •x Chats At Lock . t Tension Rad MM Lela �vn 3' Nam. Dia T -7G` Gale. Pipe :' ;X ( • ,: llid /dpetaMe >_ r 7; `R '' XJU',`•�, 9a n� Stad Tmaian ^ n FltDi gs Std Mitll Gdv. Cap - ixpterer and Headeall or MU 1f ga Nke Tb 24. O.0 (See Note 7) b (See Nob 7) ROB Parapet - b / V h z ,� �' 1 1 •1 - I - I Weglt Ndd IR• Ling. tyhl n r Tap of .�1 II "ill It { ✓ /�' TimB F} abx n \ ,.Y? r '` ': ' - II I ILf i1}t . _ I l IL i 6 a ($.q m N6. te B).: S; : I� I '. t IL I J 's - n i 1 DW'lm.o.: i J I I 1E♦ I 1 1/4 Nan. Std Can. / 3 /B4 4in M•. M . 1 ' 7I1 "' : . a�II Ih1 • _I'lI• ._ . �- - JIII - . 4I - p :-31 J JLI1 �Sa I _ PM Rd (tW) " 18•- o- L g e -oP f Headed a Par�gt : ,c P, V`t'� ! . o. . % • Y NCaamta . OFmmia tTd 6Fdmv. e . ,! y�ry d _ . - Light - Metal .- . �. �{�''.3,• ' . Ma Note B) t .',. _ taer M rit o ot A' - _ done of ..fMetd Map(ri, �ies, Note 8) •. Top Ant mth 2' Yed,, 72 ✓-,.. '' F r'`'` •'' -_' q• 1 -, •� _ . '11 G. aie rhe ql tY _.. .� TYPICAL HEAD WALL Chan ti* Fabric 1 T tzE s 13 7 go. Spring Steal n�"n III Ties FENCE ELEVATION TYPICAL WALK GATE of 24 D.C. (INCLUDES RC8 PARAPETS) SCALE 1• = 2, v IT SCALE 1- = 2' •. Q NOTE: '.: TCP 9f I Ir . 4•i. f s Where acts Exceeds 10 -0 SP 9 E x1. MW _ 1� Ir , ,; -y`•• Install 21/7 x T -4- Sta. Caly. " ' ��< :< Pipe Line Poste With Gal, Eye S.B.C.F.C.D SPEC. DRWG. II - ' Type Cap. fm Top Rah and 12 Lang Oqh1 Welght Metal, Inserts CHANNEL WALL FENCING Equal Mteravda of 10 -0 m TYPICAL FENCE ELEVATION AT HEADWALL (INCLUDES RCB PARAPETS) SCALE I- = 2' CONCRETE COLLAR 420 -C -2000 PER S TO- PLAN 380 v OR R,,P - oiw�3 w�a ( 2 c STRAIGHT GRADE TO INLET CASE 2 SECT ION A -A (SH. 1) r/ SEE PROJECT DRAWINGS CASE SECTION A -A (sH. n CORRUGATED STEEL 2 -PIECE 90' ELBOW ALTERNATE GROUND LINE a *n W T IN OR CUT PIPE TO SURFACE CONCRETE. SEE NOTF 7 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN InW (Maw) 351 -0 CSP FLARED INLET 1.660 1.360 SHEET 2 OF 3 NOTES ANGLE A MAY BE ANY ANGLE AS REQUIRED. 2. E! EVATI N OF P.1`LT A SHOWN ON P)iECT DRAWINGS. 3. POINT B SHALL BE PLACED i2 BELOW THE FLOW LINE OF EXISTING DITCH UNLESS OTHERWISE SPECIFIED ON PROJECT DRAWINGS. SLOPE Sh A�.L BE SET IN PiF D BY THE ENGINEER. 4 'HE HEIGHT Oh THE RISER FOR „ASE ' IS 3 SHALL VARY AS DETERMINED BY THE ELEVATION OF POINTS A t3. 8. OR BY THE TOP OF STORM DRAIN CONDUIT AND ELEVATION OF POINT B. 5- CORRUGATED STEEL BAND CONNECTOR IS NOT REQUIRED FOR INLET SIZES 24' DIAMETER OR LESS. 5. (N ALL CASES. CONNECTION TO THE STORM DRAIN CONDUIT SHALL BE IN ACCORDANCE WITH THE APPLICABLE JUNCTION STRUCTURE, TRANSITION STRUCTURE, OR MANHOLE. 7_ ALL CSP AND FITTINGS SHALL BE GALVANIZED. 8. PUNCH HOLES IN CSP AND WELD 3/4' GALVANIZED BARS HORIZON- TALLY IN PLACE ACROSS OPENING. COAT WELDED. CUT AND ABRADED SURFACES AS SPECIFIED IN SUB- SECTION 210 -3 -5 OF THE SSPPWC. 10. INLET SHALL NOT BE USED IN WATER COURSES SUBJECT TO DEBRIS FLOWS- A STRUCTURE HAVING A PROTECTION BARRIER SHOULD BE USED II, END SECTION MAY BE ARMCO STANDARD END SECTION, BETHLEHEM STEEL. CO. FLARED END SECTION FOR CSP. OR AN AGENCY APPROVED EQUAL. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN InW (Maw) 351 -0 CSP FLARED INLET 1.660 1.360 SHEET 3 Of 3 4VU4 UUAL URI I InW (Maw) W�1 per 11/4 1.660 1.360 2271 11/2 1.MIID 1.610 2720 2 2375 F8 .`7 3.650 21/2 1875 1466 5.760 f Y 1500 3.066 E 31/2 8 1518 9.110 _ _ 4.500 m °oI L 8 0 NaeM Obmr t Haw) white planets, , (Ntl+) InW (Maw) W�1 per 11/4 1.660 1.360 2271 11/2 1.MIID 1.610 2720 2 2375 1067 3.650 21/2 1875 1466 5.760 3 1500 3.066 7.587 31/2 4.000 1518 9.110 4 4.500 4.026 10.790 ! 8 8825 8.085 1&970 _.- ._.79M mw NOTES 1. ALL CHAIN LINK FENCE MATERIALS, FITTINGS AND INSTALLATIGN SHALL CONFORM TO THE LATEST EDITION OF THE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, SECTION 80, FENCES- AND THIS SPECIAL DRAWING. 2. THE FENCE FABRIC SHALL BE PLACED ON THE OUTWARD FACING SIDE OF THE POSTS, STRETCHED TAUT, AND SECURELY FASTENED, UNLESS OTHERWISE SHOWN ON THE PLANS. 3. CLEARANCE BETWEEN RIGHT -OF -WAY AND FENCE FABRIC SHALL BE 6- UNLESS OTHERWISE SHOWN ON THE PLANS. 4. ALL GATES SHALL OPEN INWARD, EXCEPT IF OTHERWISE NOTED IN SPECIAL PROVISIONS. S. ALL GATE HINGES SHALL BE HEAVY DUTY MALLEABLE IRON OR STEEL. INDUSTRIAL SERVICE TYPE 270 DEGREES SWING NON - REMOVABLE OR APPROVED QUALITY AND DESIGN, SHALL BE FASTENED FROM INSIDE. 6. SECURE GALVANIZED CAP TO POST WITH 1 /4- GALVANIZED ROUND HEAD RIVET, OR RACK WELD. 7. ADJUSTABLE TIGHTENER SHALL BE TURNBUCKLE OR EQUIVALENT, HAVING A 6- MINIMUM TAKEUP. 8. DIAMETER SIZE OF LINE, INTERMEDIATE. CORNER. END AND GATE POSTS TO BE AS SHOWN ON THIS SPECIAL DRAWING. 9. ALL BOLTED HARDWARE ITEMS SHALL ALSO BE TACK WELDED IN SUCH A MANNER AS TO PREVENT REMOVAL BY UNAUTHORIZED INDIVIDUALS. 10. FOR WALL THICKNESS 12- OR GR EA T R , USE POST SI ZE AS SHOWN. FOR WALL THICKNESS LESS THAN 12-, USE POST SIZE AS FOLLOWS: 1/2 END CORNER INTERMEDIATE HEADWALL, PARAPET t WALK GATE POST - 2 - MOM. DIA. LINE POSTS - 2- NOM. DIA. DOUBLE DRIVE GATE POSTS - 3• NOM. CIA. 11. LIGHT WEIGHT METAL INSERTS SHALL BE METAL TUBES WITH I.D. 3/4 INCH GREATER THAN O.D. OF PIPE USED. POST ARE TO BE GROUTED INTO INSERTS USING NEAT GROUT OF I (ONE) PART OF CEMENT AND 2 (TWO) PARTS OF WATER. 12. THE FENCE FABRIC SHALL BE 9 GAUGE UNLESS OTHERWISE SPECIFIED. 3 ri r hY cia �yo 3,A -.tr m.0 002, Approved By DATE: OFFS N q� p 1 a ,u I IF 83 % Eo 0 0 DRAWN BY: `Axe I iI u e:. & OF' '12 nP 111 U - J E OY ii Q ° g ; , ;8 OF CAC�F�� a m � III IJ__- Y J 6 J•. 8„ a � LL d 1 3 xl m < r IU��al IL w TT° 3,A -.tr m.0 002, W € °� Pit U11 W J € H a _ 3 Qag8$a JZa s M =« 3 e o p w 5sa € O °f E IL H � z.4f: I 3 zsmg t 4%VJ4 V V A1.. u"I 10 0 I U rLAle 0000 NN §§ z aer sr a., F a J / J 11 I m Ja m y r a3 rz� 6 _ o s IT t' z_ .g ,t ".s w <= w xa al 9 x rss =i a le- a g9 8 ° S 22 "a€ FE6 ko VJw ELMJO• - a Q w in p •f•Z o fr f R x z R ^Ia o s �x I„ - - rr. n,` _\ M 0. D l x ..... DDC $J �I E Approved By DATE: OFFS N q� f 0 CU DESIGNED BY: AMT I E 83 1= ENGINEERING DRAWN BY: SHEET 731/06 e:. & OF' '12 OS 937 SOUTH VIA LATA Ei :�� g ; EE OF CAC�F�� i$yX� el �_ IJ__- Y J 6 J•. iz w� w oa w TT° - w a- W € °� Pit U11 W J € H a _ 3 Qag8$a JZa s M =« 3 e o p w 5sa € O °f E IL H � z.4f: I 3 zsmg t 4%VJ4 V V A1.. u"I 10 0 I U rLAle 0000 NN §§ z aer sr a., F a J / J 11 I m Ja m y r a3 rz� 6 _ o s IT t' z_ .g ,t ".s w <= w xa al 9 x rss =i a le- a g9 8 ° S 22 "a€ FE6 ko VJw ELMJO• - a Q w in p •f•Z o fr f R x z R ^Ia o s �x I„ - - rr. n,` _\ M 0. D l x ..... DDC $J �I E I' I �•-i eke; LLIUr §� -` I E. 6 `L r• r Z. 130 DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA STORM DRAIN IMPROVEMENT PLANS DETAIL SHEET Approved By DATE: OFFS N q� CITY ENGINEER RCE N0. 24953 0 CU DESIGNED BY: AMT CC AE11CAC S RECOMMENDED: `' II•la.ai 83 ENGINEERING DRAWN BY: SHEET 731/06 OF' '12 OS 937 SOUTH VIA LATA Ei :�� g ; EE OF CAC�F�� i$yX� el �_ D 7a- D PROJECT SHEET N0.3S OF iz Ro �2 ° I \- - I' I �•-i eke; LLIUr §� -` I E. 6 `L r• r Z. 130 DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA STORM DRAIN IMPROVEMENT PLANS DETAIL SHEET Approved By DATE: OFFS N q� CITY ENGINEER RCE N0. 24953 0 CU DESIGNED BY: AMT CC AE11CAC S RECOMMENDED: `' II•la.ai 83 ENGINEERING DRAWN BY: SHEET 731/06 OF' '12 OS 937 SOUTH VIA LATA CNII. � \Q' SUITE 500 COLTON, CA 92324 CHECKED BY: DRAWING N0. OF CAC�F�� CDC PH. (909) 783 -0701 FAX (909) 783 -0108 D 7a- D PROJECT SHEET N0.3S OF i t- I u W ' x L7 z 0 a 0 3 On Ono- M b of 1 Y m U m v t I m 0 0 U I 0 E 9 m x 0 ) a O N R. 3 7 -b °'!.OPENING WIDTH fiN FT. The curves represent reactions of the shear pins due to hydrostatic head on the debr/s- obslrucled barriers, The height and wid /h of the Coenings djermines which bamer( see sheet 31, members f, 2, or 3 between the curves, or number 4 beyond the curves, rs to be used. PROTECTION BARRIER SAN BERNARDINO COUNTY Note.` ,Sorrier number sdott be opecitied on project drowings. FLOOD CONTROL, DISTRICT R[YI310NE OWn. ■T. DATE 1: K.J.K. 11 18 85 1 . rlu No. - S.P. 101 ,1. 566 zl*^A� rW I® /IwA', E<ffi6 amyl AX 14 A4 ol=rl V) ! PWN- O. X r ar ®1n^� qa /t�sLareA� /I #4�tzPO(c SLOPE 071 TO 0.5'1 SECTI0N,AT WING WALL NTT. 10 "C) /A.YAaW <Tyl-) ffty%T "O,E' -W'OP u^NOE OP" G ANN64 El' i -M pwmu qyr RrrAtt4hV& WALL 6FF@C7- eoh'7R'- -7a BRCKF /LL 80TH / S /DOS of Cor 0AW WAA1e_ 6;t"4,V rANEO0V -y-- L... H SECTION END ELE AY TIQN. 17 CU' OFF WALL ,DETAILS- ' NOT TO SCALE' I P • I_ P fY' e4e . . 2USrRrz' PEA': .3.p_ /47 r7YP }. S ,LGI!•2 T .sEE, uarE"1' VEFtT1CXL YiALE'CAANNEL 7d7 S. gU TY.? •oNxlJ/giNFER S>9.HM ?O'YLW1°1I}S•+7LSP .. •XQ6.F- G.A- .6�/4i lJft<JJ➢/C .t'E•flFelf/ E TY�P FdK6'iKY1.Y v f• 04WWW . Itq[r /y�,,n•. 2^OG C�'M9LL FAY•E iK/J'!.ffi',g3p /ts "' /' " a' "2'-�f'Y7J?eP�AY�s9igef AO 6ACE6 Fay .Anode Pke ! he _ GENERAL NOTES , 1. Uv,gkf eesnKb4 W9' ess, Pn:a MEN At WA* how HuIY IsEa b logo. ta�''wrr7 ^ .: PLAPt VIEW - RECESSED STEP i The "how oft Mkt 6oN N a1NO1 w a le PM/► . -light 1041 NrNq IM Mew Nnt k Plate. ' � i' ' ! iY. • 1y,1N.ge Angles � t 1- •` NOTES: . •' ,'. Nxneo Pro# -. • • t' . 6 '. ;a.. f' � L fMtLL 7146rA946491515 `:4'DNO 711aR:Gt_ 124et9c.4C. �Mtct,R�JU wJT' 4 SW"- Off .d8 ZV,&V rAV Mode AT.ONfB, ` o�aT.Nnveae . sE <' ".t/dfE1 2. SHALL HAVE A MINIMUM 9N1CIN5 OF it" AND A MAXIMUM BPACAN6 OF t9 ", SPkLYNO. ' •• WMCe Z. HK�O.V BE EQ" OF ALL STEPS SHALL BE EOUAL. OF AN 918 Loli seta Man a /11141 e. ut Nos 01 IM anNss. a ADD VERTICAL AND I.OWITUDINAL BARS AS SHOWN HEREON. SAR SUE AND - GYM. 0814107 SPACING SHALL BE SAME AS TYPICAL VERTICAL WALL ROMFORCEWNT. (SEE SCNEOU_E - t. PLAN VIEW - AND ROTES ON DRAWING NO. 14. 1 DROP STEP MAY BE CAST IN PLACE OR DRILLED 114 AFTER CONCRETE STRUCTURE IS -' -Pran4 A COMPLETED. UPON COMPLETION OF DRILLHIG 14OLES FOR STEPS, HOLES SHALL 4305 FILLED 1Angs AnglsF Hkw i�rs A.J w S STEEL STEPS SHALLSE COMPLETELY GALVANIZED AFTER FABRICATION IN CONFORMANCE ISSa - WITH DocTlON 20 -5 OF THE STD, SPECIFICATIONS FOR PUB(_)C WORKS CONSTRUCTION ' FRONT.ELEVkTION, SECTIO6A'A7,4 LATEST EDITION 0,414141 STANDAFID DIP STEP N.T.a .. - ' TYPICAL LAYOUT EXAMPLE 'k1 So ,me Inc! fir a 4.S m a5')a centers Argo of flare IN box of l$ Goo bars J X 111 w, box 600 mm AGCM• VEfRW�� RECESSES CHANNEL VIfALL STEPS TOE AtL A. 1 a .. •'' • . > ti . - COUNTY -OF SAN BERNARDINO - �NaAe° °AyBa DEPARTMENT OF Dalogo IMaa be 104 no fah. Use bell Nab for ele. 1Nffirt 7$A P T T10N FLOOD :GONTROL ETO-TMP irnBaote Nuance from top - 100 nen mer 5p lop 1. of fo�otln0 to upper -at of 41`3•'! - 12.1 pr '•tl "bars. r2";M ( t ' TM ULIr YortMls WOW O Pw,f Isa10 Nab ib. /ii . .. W a , Ft:M19 pPEPAilb tonego TitE swom'im" OF: _ 0101,99: , alt ..sr noo• ooama rxwra - - 2_ . _ STaYE W. UM -� ��- M,i1r.,�kP�•. P, a EEF w O. Na f14E MO .aNT 4D.. fOX a 'l.�9<I8•I''IT ". 10. V S lots.. ., - - _ FWLS JN 442.0401 ll. PK. bwNwf 30 NKbP }'044 1.1,'10 tr14Ni,YN p11 hk9a 104 hdl wNiS of bw,1er. i N'- -- I .- 12. - . f! /M baniK WahOta is 1NN,fradl0 err dotirnN hN,Be an the taterBlN of no barrier. _i fnJn H ': Is,. For benriws *AEOt a Hal. E Wght tr whilh,wo ►raeo *ROM$ Remelt spell N a motrmml HZy Hf� _ 3-%310 t•4) - Or engttr of wtrtprN exaeetk IS '90', arW d - pees O Ain tt /2'0 E� jokt fhnr at 0 Border -_ rf a bet e. eoNOr::l- r •a aAetl1 N(._ -14. 9heN PM mewist .omtbe wNMIMlo whs,Nbt 100, fowbor frelos j i h x Fa/srd spositkon�!00 -A -4tE [AIL 9 And ` , �t ' i ♦ ® e dif-w. a. 0441, 10 11k0NK'iw a4a11Mnot nano dpld e0p, leta %mm REWORCED CONCRETE WNtlGWALLS to a Q W If K- (4' B• a'i° 3 Q• st,'tp (27 Min I 1 { 1 02 feat! Angles 8 mm.tttpa K -29 70 t K 9-29109 R 96016-21 83 �mm D Cuteff at 62 ro IMO9 / (b OwnW - )Bras rya tar r t 1 r .. I I - r "' fSa Nets 13, 9k. 31 } Itr a• a r r r r rei r-o9 r 4 r- r•» - EPA ELEYATION - r Nor - c. • ° ..roe 1 4 TYPE a A" TYPE ..Ha, -- ..deg e a ( a g 4 ++ f For, footng atop d1 rWIoos STRAIGHT WINGWALLS 768141 d30 -ma-.1 M L27 t t 49e aL7R Lib .(..- end retMaeOment see N mm 31 f39 OS 11a iU rom r�9 Fo ti g Step" on Std Pen 0 -e, - �( J FEiawk ti ai i Unit Stresses, is d6$ son 01444 PU4 fo =t MPa 0,300 Oil. 1 10 -- 00.4 3-•i3M 1.4) - OWARTNENT OF TRARSPORTAT@N - MO. TmuntoPrtoae -H0kP6(ly, Tortlds%.ff.) -' )-3 BOX CULVERT WINGWALLS �8raa Angks o 4 here 9 fY - not to exooed 1.5 m (59 In etevollon ORA 300 we IV av6bad swCWQ6. Or lupNldfed 102 0h 8 lord drgo- ,,yp,, Thee- °St~d FiOm for Contraction of t�W Streets and Reads' oontdn amts M two (•a 450 - 1Ja M eystens N msOms poents hbreatlered System of WM N w'betrUn and UMI' Stla, Olmenalmts •91 "; •L':'.N ","N ".Elevation '•N' and "Angle of flare" (as.app(y) are AhOfn on the Olons. bill CeMe0 in the Wall )relent AWy be ftC ded by Fc0 mm (6 ")balwo going to next prattler "W'. Sf7%y, MWSIrm 5novn.Nf pb?anMU6s (}, 7hp eemSKeaNlr+a eMresmd --� 300 nu, 0`- 0^h-*i i.- fw sY6teme ore rot nfeapolrtl��B{ egbi OTlntertl,r(NSafle. 1« Nw Foreword' N the hems, a'S.WL teak% P.c. Pl - Pe ERmhnte wtoff was It dalaaent bhomel is paved and skew It 20° MOXIMM T ' SECTION 8-8 O•aemMg of 1419 PuNkaton - for WCs Offset voktes, sec Standard Nan 33-8. NO SCALE D84 I i i EM Per vwloms Imili-i NoeNy E -Saar Pot sk I tell iPla , • . ,�. . , , t • --++.eTrtt1j _ SkKSPM- j__ is �S � f `• $Mot Pk INLET HARRIER i1•C.80X A.C. PIPE 'OUTLET' OUTLET BARRIER ELEVATION SECTION ,. t ALONG Eh NOTE: rem Prontilfnn 9erter antenber SAN BERNARDINO COUNTY - alai 614_� shoot 3. - 0 sp�� �st "Dof�NfFIXsN1N FLOOD CONTROL DISTRICT settle, en !M Roiled Orewtngs. '- A[V/SIONa own. PY DATE -- K_J.K. 11-18-85 S.R101 -2 -M pwmu qyr RrrAtt4hV& WALL 6FF@C7- eoh'7R'- -7a BRCKF /LL 80TH / S /DOS of Cor 0AW WAA1e_ 6;t"4,V rANEO0V -y-- L... H SECTION END ELE AY TIQN. 17 CU' OFF WALL ,DETAILS- ' NOT TO SCALE' I P • I_ P fY' e4e . . 2USrRrz' PEA': .3.p_ /47 r7YP }. S ,LGI!•2 T .sEE, uarE"1' VEFtT1CXL YiALE'CAANNEL 7d7 S. gU TY.? •oNxlJ/giNFER S>9.HM ?O'YLW1°1I}S•+7LSP .. •XQ6.F- G.A- .6�/4i lJft<JJ➢/C .t'E•flFelf/ E TY�P FdK6'iKY1.Y v f• 04WWW . Itq[r /y�,,n•. 2^OG C�'M9LL FAY•E iK/J'!.ffi',g3p /ts "' /' " a' "2'-�f'Y7J?eP�AY�s9igef AO 6ACE6 Fay .Anode Pke ! he _ GENERAL NOTES , 1. Uv,gkf eesnKb4 W9' ess, Pn:a MEN At WA* how HuIY IsEa b logo. ta�''wrr7 ^ .: PLAPt VIEW - RECESSED STEP i The "how oft Mkt 6oN N a1NO1 w a le PM/► . -light 1041 NrNq IM Mew Nnt k Plate. ' � i' ' ! iY. • 1y,1N.ge Angles � t 1- •` NOTES: . •' ,'. Nxneo Pro# -. • • t' . 6 '. ;a.. f' � L fMtLL 7146rA946491515 `:4'DNO 711aR:Gt_ 124et9c.4C. �Mtct,R�JU wJT' 4 SW"- Off .d8 ZV,&V rAV Mode AT.ONfB, ` o�aT.Nnveae . sE <' ".t/dfE1 2. SHALL HAVE A MINIMUM 9N1CIN5 OF it" AND A MAXIMUM BPACAN6 OF t9 ", SPkLYNO. ' •• WMCe Z. HK�O.V BE EQ" OF ALL STEPS SHALL BE EOUAL. OF AN 918 Loli seta Man a /11141 e. ut Nos 01 IM anNss. a ADD VERTICAL AND I.OWITUDINAL BARS AS SHOWN HEREON. SAR SUE AND , SPACING SHALL BE SAME AS TYPICAL VERTICAL WALL ROMFORCEWNT. (SEE SCNEOU_E - t. PLAN VIEW - AND ROTES ON DRAWING NO. 14. elect A'aet toe from- Angles lets Hnky la ` `- ` SECTION At-At DROP STEP MAY BE CAST IN PLACE OR DRILLED 114 AFTER CONCRETE STRUCTURE IS -' -Pran4 A COMPLETED. UPON COMPLETION OF DRILLHIG 14OLES FOR STEPS, HOLES SHALL 4305 FILLED .. _ WITH "POP ROCK" OR ANOTHER APPROVED EQUAL AMT PRIOR TO INSERTING THE STEPS i�rs A.J w S STEEL STEPS SHALLSE COMPLETELY GALVANIZED AFTER FABRICATION IN CONFORMANCE ISSa - WITH DocTlON 20 -5 OF THE STD, SPECIFICATIONS FOR PUB(_)C WORKS CONSTRUCTION ' FRONT.ELEVkTION, SECTIO6A'A7,4 LATEST EDITION 0,414141 STANDAFID DIP STEP N.T.a .. - ' TYPICAL LAYOUT EXAMPLE 'k1 So ,me Inc! fir a 4.S m a5')a centers Argo of flare IN box of l$ Goo bars J X 111 w, box 600 mm AGCM• VEfRW�� RECESSES CHANNEL VIfALL STEPS 91st S.B. - S.P. -7-214C. a .D. SAN MAiNI . CREEK:'' WATMr PROXICT ' I— _ Q_ -,,,t at . - COUNTY -OF SAN BERNARDINO - �NaAe° °AyBa DEPARTMENT OF Dalogo IMaa be 104 no fah. Use bell Nab for ele. 1Nffirt 7$A P T T10N FLOOD :GONTROL ETO-TMP irnBaote Nuance from top - 100 nen mer 5p lop 1. of fo�otln0 to upper -at of 41`3•'! - 12.1 pr '•tl "bars. r2";M SAN 'SE NE VAI CREEK SYSTEM G e s.wewo r AIKpIM, °CHANNEL . E TE `WARDMAN C C caW8exer • EmKAvwrs =nEri. WARPED W!NG WILL DETAILS Isa10 Nab ib. /ii . .. W a , Ft:M19 pPEPAilb tonego TitE swom'im" OF: _ 0101,99: , alt ..sr noo• ooama rxwra - - 2_ . _ STaYE W. UM -� ��- M,i1r.,�kP�•. P, a EEF w O. Na f14E MO .aNT 4D.. fOX a 'l.�9<I8•I''IT ". 10. .� ' OCE eeMS EIQ. iN�AIZ rroo new dmn[ta ., - - _ FWLS JN 442.0401 T • 4 ♦: 8' 4 Fay .Anode Pke ! he _ GENERAL NOTES , 1. Uv,gkf eesnKb4 W9' ess, Pn:a MEN At WA* how HuIY IsEa b logo. y rt ... 1 : ,i • ^ 1 r M i The "how oft Mkt 6oN N a1NO1 w a le PM/► . -light 1041 NrNq IM Mew Nnt k Plate. ' � i' ' ! iY. • 1y,1N.ge Angles � t 1- _i AN Mser .PL't -hall M Peinoo M both er,os Nbf kslNeikn. ,'. Nxneo Pro# -. • • t' . 6 '. 6 • !1 9011 4 ��� ud Annkwn onow oP+F raluld will be fwNfhed by On Molests b' ks C"Weetw. {Y ' f2 ;• ' •• 3. AN 918 Loli seta Man a /11141 e. ut Nos 01 IM anNss. _ L Nkge APybt - t. -kM gsw AS bets "a M 11to k dh ( t 0mbdtef a •nlakwnl of 4 hMnt inn CgkeNe K 64"anl aA Jala bslN, sn4 i M IwnlsMO wOh Ms rmto e4,d talNlk wasMrO M kesi 31! }•iKA sNN. P elect A'aet toe from- Angles lets Hnky la ` `- ` SECTION At-At of -' -Pran4 Y. aa Fame Map, and %1A 1nNte MNI Mrt se oetsiw,meg tells b41ng M 1004 mrtetiwr N Now for (Mete Mat 2.. etwt.Oe .k-we i�rs 113`11 ISSa bMh err4 901141 tea Salkn . . (s.e Note No. If a at 13'-2"1 50 can Lnu 0,414141 TYPICAL LAYOUT EXAMPLE 'k1 So ,me Inc! fir a 4.S m a5')a centers Argo of flare IN box of l$ Goo bars J X 111 w, box 600 mm _ ' 91st AI a 4breed pet el hkgo,lNn w that "to and ink was"s will be Hersh relift Me bingo aoto. I— _ Q_ -,,,t at Flgaresat top of •'a"bm -s 41.17 see�tioif, nt - ConatrW�ib JOIN DetaH ..X,. Dalogo IMaa be 104 no fah. Use bell Nab for ele. I f_ irnBaote Nuance from top - 100 nen mer 5p lop 1. of fo�otln0 to upper -at of 41`3•'! - 12.1 pr '•tl "bars. r2";M , a I. ealwnit0 Nt fornovo`i}sfb O/bo tHrtesshn. C C Isa10 Nab ib. /ii im , 44 2_ 10. Coeer all lonvebls, 00.11041 swfeoos wah o t0a7. N wotwpON Menem Prks - is I**Uva$ o. 1 1 cool. . ll. PK. bwNwf 30 NKbP }'044 1.1,'10 tr14Ni,YN p11 hk9a 104 hdl wNiS of bw,1er. JSr.r. I'3iwr ne ,- Cly Argiss N'- -- I .- 12. - . f! /M baniK WahOta is 1NN,fradl0 err dotirnN hN,Be an the taterBlN of no barrier. _i fnJn H ': Is,. For benriws *AEOt a Hal. E Wght tr whilh,wo ►raeo *ROM$ Remelt spell N a motrmml HZy Hf� _ 3-%310 t•4) - Or engttr of wtrtprN exaeetk IS '90', arW d - pees O Ain tt /2'0 E� jokt fhnr at 0 Border -_ rf a bet e. eoNOr::l- r •a aAetl1 N(._ -14. 9heN PM mewist .omtbe wNMIMlo whs,Nbt 100, fowbor frelos j i h x Fa/srd spositkon�!00 -A -4tE [AIL 9 And ` , �t ' i ♦ ® e dif-w. a. 0441, 10 11k0NK'iw a4a11Mnot nano dpld e0p, leta %mm REWORCED CONCRETE WNtlGWALLS to a Q BMr, no SECTION Hf -Ht +•.-, • 8+ SECTION E -E r--• - 11• j --I fa0e ELEVATION, $host It II•-i 3 .'ice_+ -i tw M►e IF i 1 I - i 8wtit X010. Fay .Anode Pke ! he _ totes Non a Ansslos .Dar. .8 D v Lora. Mx s 1p,css . 300 too �}.� tv - - w3M t•OAWV ! I urmmlt fa- fiot� st�iirn� (204 Mtn �} E $ 040101, FN tap Ot wah than I:1.5 0fY•h 'f{j(�56'Cm MOxd(•90 169 ITL S a ° parapet top® 100 mm'r) Min . . y �' of foot e,A,s m- I"g -� we W-o9 L5 m Iii %Mtn -fd'- Cotter Or shoWar ram`, e"O w .% 2-iR{' 2L2� • 2rA2'e ` f2 ;• �• 755 one r -T9-T �}. 910pes. Optiond footing B -1270 the (4' -21 top of wN flMtar Than rst5 a,/,o Satter 100b4 P /Y•2).. CAM nw bfewa Atr fe9ab)6tvn lRpAteMAswalm� 865 mm 680 mm footk9 ItIM9 - .300 M Ih Mk YerNaal batch 'y"• a2 id• E tar, e1.4 of ; a ^Dar i 404) R Polls tbrtkd 450 OR J - .yy( a =_ 4.'kMa' Yh2 "a' t•a e / 401 wn -- 1• •13M Pa 6900 nor 06% tOl p3M Pao l - r -4 "t 965 Ron - •`a "bars i�rs 113`11 ISSa '� P� 13'-2"1 50 can Lnu TYPICAL LAYOUT EXAMPLE 'k1 So ,me Inc! fir a 4.S m a5')a centers Argo of flare IN box of l$ Goo bars J X 111 w, box 600 mm 9. DE 91st rR3% .j`t Cl Wft" pipe CAP he A140'- 7 Is* Mnge Anse e 1, .. 4.. i 3 IT ' , i AMgs Aligia 1'min -( i -. I Hinw PIN. t O voETTAII 0 L�' e. NlMprle- ' '. i I SAN BERNARDINO Ci __� • FLOOD' CONTROL DI' �FTYeu AEYIaIOFea - ow". by Ansh, SECTION Ci -Ci r -- DETAIL C cr K.J.K: � ) tSa Aide No, 11- a 121. riLE t S.P 10 min �i NDD DEiaiL'�, PEF2_ F:(-D rcz CHANNet- c wKIFC -1lc , y -_v4 DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANC-440 =.AJA NGA CE � Approved By DATE: _ en I/ / G' ° CITY ENGINEER V l! RCE NO. 24953 DESIGNED BY: RECOMMENDED: MT AEFICASC DRAWN B SEr ENGINEERING OS 937 SOUTH VIA LATA 9 OF I CHECKED BY: SUITE 500 WING NO. COLTON, CA 923 DRAWING A CDC PH. (909) 783 -0101 FAX (909) 783 -0108 PROJECT SHEET NO , O - - Nt)TEC (Si CtAlli omee TiLTwE P : HE 1 ai it re foraement ch FN slope • , s Jr .Dar. .8 D Toe Of o e, "„` 169 W 904 top of wog MAre 1P IS at OSUrahtr0e eticeedt LS . W). / we Type 2 1 ttbNng wM.. 305 me, (Y- 0'T-+j . r3 m IS')d4ox for s 1p,css . 300 too �}.� tv - - w3M t•OAWV ! I urmmlt fa- fiot� st�iirn� (204 Mtn �} E $ 040101, FN tap Ot wah than I:1.5 0fY•h 'f{j(�56'Cm MOxd(•90 169 ITL S a ° parapet top® 100 mm'r) Min . . y �' of foot e,A,s m- I"g -� we W-o9 L5 m Iii %Mtn -fd'- Cotter Or shoWar ram`, e"O w .% -s-- �' 1:45 a'/pg f9 +m� sww..nswc.+a wn.r 4w wre°t, •15M "mom +aiMtted far 1021 Cb7 . 755 one r -T9-T �}. 910pes. Optiond footing B -1270 the (4' -21 top of wN flMtar Than rst5 a,/,o Satter 100b4 P /Y•2).. CAM nw bfewa Atr fe9ab)6tvn lRpAteMAswalm� 865 mm 680 mm footk9 ItIM9 - .300 M Ih Mk YerNaal batch 'y"• - Cotter or ShCAMsr 111. bar, ; a ^Dar i 404) R Polls tbrtkd 450 OR J - .yy( t•a e / 401 wn -- 1• •13M Pa 6900 nor 06% tOl p3M Pao l - r -4 "t 965 Ron - •`a "bars 1300.09m C-90 nor rr -01) Nti.9 m - 404 6An W'S Sort 13'-2"1 50 can Lnu TYPICAL LAYOUT EXAMPLE 'k1 So ,me Inc! fir a 4.S m a5')a centers Argo of flare IN box of l$ Goo bars J X 111 w, box 600 mm -"bars - 011 woe .' 924.3 Mwrt °o"eers Se St "ar-d l n 80-3. groand. 50 vtnra axpa,sbn See Standard Pen DO -3. (T9 pr Elev o" expar lon 0 N =4A Joint wcepi DataN ^Y" - lokt Doers. Flgaresat top of •'a"bm -s 41.17 see�tioif, nt - ConatrW�ib JOIN DetaH ..X,. N irnBaote Nuance from top - 100 nen mer 5p lop 1. of fo�otln0 to upper -at of 41`3•'! - 12.1 pr '•tl "bars. r2";M k23.0 rho a le w - 23D i s M X200 mm K'1 - w. i 4m m �30o mm TYPE ' C / m r -o9 „ C C D2.t IF m E ,@3,,1 2•a TotrJ7 75 m� "An to of im E T5 mm tl"l [Ir �• ' - flare" R=T3 fam)t It •'angle of fibre" 2_ •t `- w g Jab mm (MY-0°).- C . W mm r -r'1- -O"1 - - > is leas thwl 309 IM2 E E $ -a- TYPICAL SECTION TYPICAL SECTION TOO of 8100-. TYPE "A' TYPE •all,'.. !� .snort s - - °a"6 H =1.2 TO (4`1 THRU 317 M 021 H =4.0 -m (13') THRU 4.9 M (16') PLAN H 6% Where dalgn."N"excseds 27 m IS 3-%310 t•4) - Or engttr of wtrtprN exaeetk IS '90', arW d - pees O Ain tt /2'0 E� jokt fhnr at fn g0p Porapet •,L., -mm SmaHan of pmt .1 raL Me mmNk- -_� a'•! .� ISO mm 16"1 <3'•0'1 Wn 60 Ip Y "'L��'L71'Np j'�ty'.(! �',(_�/L71 T -- 6124%44 r' 5 os Ron 2 6g(rotamd ' 1 � _ "'. (�Y0 t ( 1 1310"im 3tmm 3W amt ) $ - -a3 n 451,tmm g57�m. 2 0%mm a7 mm 325�6yim NET& aaX'• - Ora I s %mm REWORCED CONCRETE WNtlGWALLS to a `45 • frin ttt 'L2 149 W) L6 W'1 Za tT) aCl .1 t09 SA at). 7 or) 4D 03`1 4 -441 OS% 4.Y We) Neoprene : 3 600 mm - W If K- (4' B• a'i° 3 Q• st,'tp (27 Min I C -W - r 401 r-r/ 009 r -07 0'29 ID 10-41'! tY-FF 02 8 mm.tttpa K -29 70 t K 9-29109 R 96016-21 83 �mm D Cuteff at 62 ro IMO9 / (b - F ma fit-" - i boy be vaAmq by ""OF to � 841 - -- N - 4,03 210 - aelt. conNtbn8 k the field. � Itr a• a r r r r rei r-o9 r 4 r- r•» - EPA ELEYATION - r - c. • ° ..roe 1 4 TYPE a A" TYPE ..Ha, -- ..deg e a ( a g 4 ++ f For, footng atop d1 rWIoos STRAIGHT WINGWALLS 768141 d30 -ma-.1 M L27 t t 49e aL7R Lib .(..- end retMaeOment see N mm 31 f39 OS 11a iU rom r�9 Fo ti g Step" on Std Pen 0 -e, - ft t ELEVATION OMOMHbe not IncAlds that portion above the dastgn •Tf'9mit. •1410 1.9) al a - NOTES- 300 mm AZO P STATE OF CALIFORNIA Unit Stresses, is d6$ son 01444 PU4 fo =t MPa 0,300 Oil. 1 10 -- 00.4 3-•i3M 1.4) - OWARTNENT OF TRARSPORTAT@N - MO. TmuntoPrtoae -H0kP6(ly, Tortlds%.ff.) -' )-3 BOX CULVERT WINGWALLS tbvatlo h,pth KW w1L0 of Rare of wings may be vorlo0 h iDo Enokmw to salt Condition - 4SM (•4la plc«marad In the tea. West designed, for 600 nor (M Rvetpad 6urclwrge.1t 45 0r/p@sbpbg suraflww "" -- - lSb mm 96.91 TYPES A, B. AND C -. - not to exooed 1.5 m (59 In etevollon ORA 300 we IV av6bad swCWQ6. Or lupNldfed 102 0h 8 lord drgo- ,,yp,, Thee- °St~d FiOm for Contraction of t�W Streets and Reads' oontdn amts M two (•a 450 - 1Ja M eystens N msOms poents hbreatlered System of WM N w'betrUn and UMI' Stla, Olmenalmts •91 "; •L':'.N ","N ".Elevation '•N' and "Angle of flare" (as.app(y) are AhOfn on the Olons. bill CeMe0 in the Wall )relent AWy be ftC ded by Fc0 mm (6 ")balwo going to next prattler "W'. Sf7%y, MWSIrm 5novn.Nf pb?anMU6s (}, 7hp eemSKeaNlr+a eMresmd --� 300 nu, 0`- 0^h-*i i.- fw sY6teme ore rot nfeapolrtl��B{ egbi OTlntertl,r(NSafle. 1« Nw Foreword' N the ERmhnte wtoff was It dalaaent bhomel is paved and skew It 20° MOXIMM T ' SECTION 8-8 O•aemMg of 1419 PuNkaton - for WCs Offset voktes, sec Standard Nan 33-8. NO SCALE D84 INS STANDARD PLAN 004 DIOLDES CHANGES THAT WERE NCONWRAT£0 IN NEVM STAs0A1e PLAN RSP cook DATED OCTOBER 26.2000. Ate ISSUED IS A PART N ERBATMA NO. 49-t FOR THE 099 METRIC STANDARD PLANS. �i NDD DEiaiL'�, PEF2_ F:(-D rcz CHANNet- c wKIFC -1lc , y -_v4 DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANC-440 =.AJA NGA CE � Approved By DATE: _ en I/ / G' ° CITY ENGINEER V l! RCE NO. 24953 DESIGNED BY: RECOMMENDED: MT AEFICASC DRAWN B SEr ENGINEERING OS 937 SOUTH VIA LATA 9 OF I CHECKED BY: SUITE 500 WING NO. COLTON, CA 923 DRAWING A CDC PH. (909) 783 -0101 FAX (909) 783 -0108 PROJECT SHEET NO , O - 2" BRASS DISK IN CONCRETE HEADWALL STAMPED "CITY OF RANCHO CUCAMONGA BM 10089 1987" AT SOUTHWEST CORNER OF SUMMIT AVENUE AND EAST AVENUE ELEVATION = 1504.031 FT ELEVATION = 459.343 M BASIS OF BEARING - NORTH LINE OF SECTION 27 WARDMAN CHANNEL 1718 i) YW 1 � CONTRACTOR AND ELEVATk ANY CONSTR ALL VERIFY LOCATION PRIOR TO START OF // H.G.L. i J oLo O ri + a 8WJ 9 1 U m i LL: 2 Li ? 0100= 210.0 c.f.s. m ^ Vim= 23.5 Lp.s. 0 9.37' 284.54 L.F. 66" R.C.P. (1350 -D) d WITH 1 112" MIN. CONC. COVER OVER REINF. STEEL I f w =7 +46.09 LINE "C 13 J f C) (20 +50.50)± N BREAK OUT PT. z I (20 +58.80)± 10, 7 +89.58 I O ¢ J. S. t' W B. C. (20 +67.30)± BREAK OUT PT ti 8 +12.91 f �Q CONSTRUCTION JOINT r RQ F BARS SPUR !3 ®16 ' OC �I _1 S E APPROVED STORM DRAIN � r T T I PROVEMENT PLANS F BARS T CT 16324 LINE C SHEET 7 OF 9, IN BARS 7 la ®16" OC AEI CASC ENGINEERING BOTH WAYS R TO DE USED .- WHEN S IS ROUND EDGE -� M3 O 60" OR MORE TO 3 RADIUS STATION POINT 16" OC SECTION G -G J (SEE NOTE 21 P H. G. ELEV, s ROJNO EDGES TO APPROXIMATE RADIUS " ' WITH ID OF LATERAL < Z T A MAXIMUM 8 T m 5 OF 36" D 6 E BARS - (INCHES) (INCHES) m n D.-E. H B G BARS y 0 r•c 9+soo H.G.L. I'e 4 \/ IB 4 1/2 BARS 45 7 3/4 CONSTRUCTION JOINT 21 S 3/4 T,.o ` /3 _ iC ' / PLAN zi sI /z 16' N' i - Q 1 00 = 145 cr`s 33 6I /4 C NEW OR EXISTING RCB 36 Is V2 ' -- Y`hMAX = 18. fps ' 39 7 w Bags 42 71/2 J i L ( 7 .`` T / / rF BARS ANY IPE JOINDAR M0'44 8 8 1/2 0034 ��� i,.0 I 2-H BARS r 91/4 .�C ROUND 9 1/2 ! V MAX 6.9 fps ' EDGES I1 lam ID" OC S =0.435 10 v4 E.LEY. 5 E BARS ELEV. R 0 1 BARS , 1' 3/4 4 OC 121/2 V (1 RADIUS LENGTH H.G.L. i J oLo O ri + a 8WJ 9 1 U m i LL: 2 Li ? 0100= 210.0 c.f.s. m ^ Vim= 23.5 Lp.s. 0 9.37' 284.54 L.F. 66" R.C.P. (1350 -D) d WITH 1 112" MIN. CONC. COVER OVER REINF. STEEL I f w =7 +46.09 LINE "C 13 J f C) (20 +50.50)± N BREAK OUT PT. z I (20 +58.80)± 10, 7 +89.58 I O ¢ J. S. t' W B. C. (20 +67.30)± BREAK OUT PT ti 8 +12.91 f �Q CONSTRUCTION JOINT r RQ F BARS SPUR !3 ®16 ' OC �I _1 S E APPROVED STORM DRAIN � r T T I PROVEMENT PLANS F BARS T CT 16324 LINE C SHEET 7 OF 9, IN BARS 7 la ®16" OC AEI CASC ENGINEERING BOTH WAYS R TO DE USED .- WHEN S IS ROUND EDGE -� M3 O 60" OR MORE TO 3 RADIUS STATION POINT 16" OC SECTION G -G J (SEE NOTE 21 P H. G. ELEV, s ROJNO EDGES TO APPROXIMATE RADIUS " ' WITH ID OF LATERAL < Z T A MAXIMUM 8 T m 5 OF 36" D 6 E BARS - (INCHES) (INCHES) m n D.-E. H B G BARS y 0 r•c 9+soo H.G.L. I'e 4 \/ IB 4 1/2 BARS 45 7 3/4 CONSTRUCTION JOINT 21 S 3/4 T,.o ` /3 _ iC ' / PLAN zi sI /z 16' N' i - Q 1 00 = 145 cr`s 33 6I /4 C NEW OR EXISTING RCB 36 Is V2 ' -- Y`hMAX = 18. fps ' 39 7 w Bags 42 71/2 J i L ( 7 .`` T / / rF BARS ANY IPE JOINDAR M0'44 8 8 1/2 0034 ��� i,.0 I 2-H BARS r 91/4 .�C ROUND 9 1/2 ! V MAX 6.9 fps ' EDGES I1 lam ID" OC S =0.435 10 v4 E.LEY. 5 E BARS ELEV. R 0 1 BARS , 1' 3/4 4 OC 121/2 V 1 r t' I UNDISTURBED EARTH 96 Is 1 OR CO LL WITH IL TO MIX CONCRETE. 102 6 i/2 DR COMPACT SOIL TO RELATIVE I DENSITY REOW RED BY SPECIFICATIONS. 114 16 °o STRUCTURE MAY BE OMITTED IF H4 16 T io STRUCTURE IS LAID ON UNDISTURBED I26 17 a ' EARTH TO STORM DRAIN WALL SECTION P -P 132 1711/2 136 17 1/2 LIN "C" CITY OF RANCHO CUCAMONGA, CALIFORNIA _ APPROVED BY, STANDARD PLAN JUNCTION STRUCTURE NO. i 1_9 330 CITY ENGINEER DATE USE WRH STANDARD SPECt"TIDM FOR PUKX WORKS CDo=RII RC.E OF 2 SHEET 1 24953 _ 13 14 Q100 = 145.0 c.f.s. Vim= 18.6 f.p.s. EXIST. DEADMAN STRUCTURES' PROTECT IN PLACE (8) _ I w� CURVE DATA 10' TRANSITION STRUCTURE e o 3 OLO U c o E-5 Lq Ln + �m 4; (D BEARING /DELTA RADIUS LENGTH � `CP T_ W 0 14 050'54" 90.00' 23.32' 11.73' O 83 020'38" 45.00' 65.46' 40.05' INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERALS, 4i EXCEPT THAT STATIONS FOR CATCH BASIN CONNECTOR PIPES APPLY AT INSIDE WALL OF STRUCTURE. 3. REINFORCING STEEL SHALL BE PER LACFCD STD. DWG. NO 2 -D 171: a. STRAIGHT BARS SHALL BE 1 112' CLEAR FROM FACE OF CONCRETE UNLESS OTHERWISE SHOWN. b. W BARS ARE OF SIZE AND SPACING SPECIFIED FOR WALL STEEL UQ ON PLAN. AND SHALL BE CUT IN CENTER OF OPENING AND BENT INTO TOP AND BOTTOM OF JUNCTION STRUCTURE. c. OMIT H BARS WHEN SOFF17 OF SPUR IS 12" OR LESS BELOW uj Cal SOFFIT OF MAIN LINE, AND OMIT G BARS WHEN INVERT OF SPUR IS 12" OR LESS ABOVE FLOOR OF MAIN LINE. 4. JUNCTION STRUCTURE SHAL L BE POURED MONOL17HICALLY WITH MAIN LINE STORM DRAIN. MANHOLE OR TRANSITION STRUCTURE. 5. FLOOR OF STRUCTURE SHALL BE STEEL - TROWELED TO THE SPRING LINE. o � 6. ft = 3000 psi AT 28 DAYS. ''.. 7. EMBEDMENT, P. SHALL BE 5" FOR B = 96" OR LESS AND 8" FOR B OVER 96 ". 0 S. IF ELEVATION R AND ELEVATION S ARE NOT SHOWN ON THE PROJECT DRAWINGS THEN THE INLET OPENING SHALL FALL 6" BELOW THE 12 C� GRADE FROM MAIN L.,iE TO CATCH BASIN OR TO GRADE BREAK IN INLET LINE. ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF THE u INLET OPENING FALLS MORE THAN 6' BELOW THE SOFFIT OF THE m MAIN LINE WITH THE INLET PIPE LAID ON A STRAIGHT GRADE AS m Ee o WHEN A STUB IS TO BE PROVIDED FOR A FUTURE CONNECTION. CITY OF RANCHO CUCAMONGA, CALIFORNIA w APPROVED BY, 0 o 0100 = 210.0 c.f.s.o m w Lz Q10p = 210.0 c.f.s. m z �A6 / 12 VmA,Y= 23.9 f.p.s. 330 2 CITY ENGINEER DATE Vim= 17.6 f.p.s. o� �o o� SHEET 2 13F 2 C o W Z o0 o W 2 0 m 10.00' INST 20.00 L.F. 3.00'H x 7.00'W R.C. BO m 11.00'4 TRANS. TRANS. 1 r t' I UNDISTURBED EARTH 96 Is 1 OR CO LL WITH IL TO MIX CONCRETE. 102 6 i/2 DR COMPACT SOIL TO RELATIVE I DENSITY REOW RED BY SPECIFICATIONS. 114 16 °o STRUCTURE MAY BE OMITTED IF H4 16 T io STRUCTURE IS LAID ON UNDISTURBED I26 17 a ' EARTH TO STORM DRAIN WALL SECTION P -P 132 1711/2 136 17 1/2 LIN "C" CITY OF RANCHO CUCAMONGA, CALIFORNIA _ APPROVED BY, STANDARD PLAN JUNCTION STRUCTURE NO. i 1_9 330 CITY ENGINEER DATE USE WRH STANDARD SPECt"TIDM FOR PUKX WORKS CDo=RII RC.E OF 2 SHEET 1 24953 _ 13 14 Q100 = 145.0 c.f.s. Vim= 18.6 f.p.s. EXIST. DEADMAN STRUCTURES' PROTECT IN PLACE (8) _ I w� CURVE DATA 10' TRANSITION STRUCTURE e o 3 OLO U c o E-5 Lq Ln + �m 4; (D BEARING /DELTA RADIUS LENGTH TANGENT 0 14 050'54" 90.00' 23.32' 11.73' O 83 020'38" 45.00' 65.46' 40.05' , 32 20 L.F. 7'w X Yh R. C. B. LINE "C" 40 20 0 40 120 GRAPHIC SCALE 1 " =40' CONSTRUCTION NOTES 13 CONST. JUNCTION STRUCTURE NO. 1 PER CITY OF RANCHO CUCAMONGA STD. PLAN 330 A =304 B =66" C =9.37' DETAIL PER SHEET HEREON 15 CONSTRUCT 66" R.C.P. (SEE PROFILE FOR D -LOAD) 30 CONST. TRANSITION STRUCTURE PER SPPWC STANDARD PLAN 342 -2 RCB TO PIPE ON SHEET 12 31 CONST. 7' WIDE X 3' OGH RCB PER CALTRANS STANDARD PLAN 080 (FLAT INVERT) 32 CONST. TRANSITION STRUCTURE PER SPPWC STANDARD PLAN 341 -2 RCB TO RCB ON SHEET 12 15 N0, 56820 Exp. 6/30/13 \CIVILL *NOTE: EXISTING UTILITY ELEVATIONS OBTAINED FROM FIELD SURVEY ON 10 -26 -2011. DESCRIPTION OF REVISION DATE c1rY APPROVED CITY OF RANCHO CUCAMONGA STORM DRAIN IMPROVEMENT PLANS TRACT 16324 REALIGNED LINE "C" STA. 7 +65.46 TO 10 +91.00 Approved By :;' DATE:' /� CITY ENGINEER RCE N0. .5'Yi572 DESIGNED BY: RECOMMENWD: PP ¢ry DRAWN BY: ® HUNSAKER 8. ASSOCIATES SHEET PP I R V N E N 10 OF 12 PLANNING ENGINEERING SURVEYING YING Three Hughn Invie, CA 93618 PH: (949)58 }1010 • F %:(949)583 -0]59 CHECKED BY: DRAWING NO. w 2072 -D F:\ 0658 \Engineering \TR_16324 \Imp_Storm drain \SHT16324 SHT 10.dwg NOTES I. VALUES FOR A. B AND C SHALL BE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATION S SHALL BE SHOWN WHEN REOUIRED PER NOTE 8, 2. STATIONS SPECIFIED ON THE PROJECT DRAWINGS APPLY AT THE INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERALS, EXCEPT THAT STATIONS FOR CATCH BASIN CONNECTOR PIPES APPLY AT INSIDE WALL OF STRUCTURE. 3. REINFORCING STEEL SHALL BE PER LACFCD STD. DWG. NO 2 -D 171: a. STRAIGHT BARS SHALL BE 1 112' CLEAR FROM FACE OF CONCRETE UNLESS OTHERWISE SHOWN. b. W BARS ARE OF SIZE AND SPACING SPECIFIED FOR WALL STEEL ON PLAN. AND SHALL BE CUT IN CENTER OF OPENING AND BENT INTO TOP AND BOTTOM OF JUNCTION STRUCTURE. c. OMIT H BARS WHEN SOFF17 OF SPUR IS 12" OR LESS BELOW SOFFIT OF MAIN LINE, AND OMIT G BARS WHEN INVERT OF SPUR IS 12" OR LESS ABOVE FLOOR OF MAIN LINE. 4. JUNCTION STRUCTURE SHAL L BE POURED MONOL17HICALLY WITH MAIN LINE STORM DRAIN. MANHOLE OR TRANSITION STRUCTURE. 5. FLOOR OF STRUCTURE SHALL BE STEEL - TROWELED TO THE SPRING LINE. 6. ft = 3000 psi AT 28 DAYS. ''.. 7. EMBEDMENT, P. SHALL BE 5" FOR B = 96" OR LESS AND 8" FOR B OVER 96 ". S. IF ELEVATION R AND ELEVATION S ARE NOT SHOWN ON THE PROJECT DRAWINGS THEN THE INLET OPENING SHALL FALL 6" BELOW THE SOFFIT OF THE MAIN LINE WITH THE INLET PIPE LAID ON A STRAIGHT GRADE FROM MAIN L.,iE TO CATCH BASIN OR TO GRADE BREAK IN INLET LINE. ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF THE INLET OPENING FALLS MORE THAN 6' BELOW THE SOFFIT OF THE MAIN LINE WITH THE INLET PIPE LAID ON A STRAIGHT GRADE AS STATED ABOVE. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY WHEN A STUB IS TO BE PROVIDED FOR A FUTURE CONNECTION. CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY, STANDARD PLAN JUNCTION STRUCTURE NO. 1 �A6 / 12 330 CITY ENGINEER DATE _ USE WITH STANDARD 3►ENaWATM" NOR KOX WORKS CONSTRUCTWN IIUM SHEET 2 13F 2 N0, 56820 Exp. 6/30/13 \CIVILL *NOTE: EXISTING UTILITY ELEVATIONS OBTAINED FROM FIELD SURVEY ON 10 -26 -2011. DESCRIPTION OF REVISION DATE c1rY APPROVED CITY OF RANCHO CUCAMONGA STORM DRAIN IMPROVEMENT PLANS TRACT 16324 REALIGNED LINE "C" STA. 7 +65.46 TO 10 +91.00 Approved By :;' DATE:' /� CITY ENGINEER RCE N0. .5'Yi572 DESIGNED BY: RECOMMENWD: PP ¢ry DRAWN BY: ® HUNSAKER 8. ASSOCIATES SHEET PP I R V N E N 10 OF 12 PLANNING ENGINEERING SURVEYING YING Three Hughn Invie, CA 93618 PH: (949)58 }1010 • F %:(949)583 -0]59 CHECKED BY: DRAWING NO. w 2072 -D F:\ 0658 \Engineering \TR_16324 \Imp_Storm drain \SHT16324 SHT 10.dwg F.• \0658 \Engineering \TR_ 16324 \ Imp— Storm drain \SHT16324 SHT 11.dwg --- -- -------- --�' — RCB RCS PLAN SECTION B -B NOTES 1. THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE, B, SHALL NOT EXCEED 5' 45'_ 2. THE REINFORCING STEEL BAR SIZE, SPACING AND COVER OVER THE STEEL OF STRAIGHT TRANSVERSE BARS IN TOP AND BOTTOM SLABS, OF L—BARS EWALLS AND /OR LO LONGITUDINAL E VERTICAL AND IN SI BARS IN AREA FOR EACH TYPE OF BAR AND GREATEST COVER. THE BAR LENGTHS SHALL VARY UNIFORMLY THROUGHOUT THE TRANSITION. 3, THE THICKNESS OF THE WALLS AND SLABS SHALL BE THOSE OF THE ADJOINING RCB SECTION AT EACH END OF THE TRANSITION AND SHALL VARY UNIFORMLY BETWEEN THE TWO ENDS. 4. f — 4000 PSI (28 MPa) AT 28 DAYS AND THE CONCRETE SHALL BE THE S4,ME MIX AS THE ADJACENT RCB. 5. ALL STEEL EXCEPT LONGITUDINAL STEEL SHALL BE GRADE 60 (400) BILLET 6)EN SHALL TERMINATE 1 //(O mm) CLEAR OF CONCRETE SURFACE OTHERWISE SHOWN. 6. THE TRANSITION STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE WTH THE STRUCTURAL NOTES APPLYING TO RCB STRUCTURES SHOWN ON THE PLANS. 7. DETAILS OF CONSTRUCTION JOINTS AND KEYWAYS SHALL BE AS SHOWN ON THE PLANS FOR SINGLE RCB STRUCTURES. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 341 -2 SHEET 2 OF I MANSMON STRUCTURE: SNGLE RCB TO SINGLE RC8 O — yW� HN W < 1* N� B FN G — i I A RCP OR I RCB OR RC ARCH- I RC ARCH* 1 V O M �. -__ W < It PLAN FN • ARCH MAY HAVE A HORSESHOE - SHAPED, CIRCULAR, ELLIPTICAL w OR SIMILAR CROSS SECTION. H 2 -1 I —T P, SEE NOTE 5 -"i 1 ELEVATION STATION ` L I ELEVATION I STATION �e"-- Tom.,.- -t SECTION A -A STEEL PATTERN SHOWN IS PICTORIAL ONLY. SEE NOTES 2 AND 7 RCP OR ARCH OPTIONAL CONSTRUCTION JOINT: RC8 OR ARCH TO RCP USE —s— --r— CONST JOINT OF RCB OR ARCH. RCB TO ARCH, USE CONST JOINT OF RC8 SECTION B -B STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION TRANSITION STRUCTURE RCB TO PIPE NOTES 1, THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE, S. SHALL NOT EXCEED 5' 45'. 2. REINFORCING STEEL BAR SIZES, SPACING, PATTERN AND COVER OVER THE STEEL SHALL BE AS FOLLOWS: RCB TO RCP AND RCB TO ARCH —THAT OF RCB SECTION. ARCH TO RCP —THAT OF ARCH SECTION. ARCH TO ARCH —THAT OF ARCH SECTION HAVING THE THICKER WALLS. THE BAR LENGTHS SHALL VARY UNIFORMLY THROUGHOUT THE TRANSITION. 3. THE CONCRETE THICKNESS SHALL BE AS FOLLOWS: RCB TO RCP AND ARCH TO RCP — THAT OF ARCH OR RCB SECTION UNLESS THE WALL THICKNESS OF THE RCP PLUS 100 mm (4 ") GREATER, IN WHICH CASE THE CONCRETE THICKNESS SHALL VARY UNIFORMLY FROM THAT OF THE ARCH OR RCB SECTION TO THAT OF THE RCP WALL PLUS 100 mm (4 "). RCB TO ARCH AND ARCH TO ARCH —THAT OF THE ADJOINING RCB OR ARCH SECTION AT EACH END OF THE TRANSITION AND SHALL VARY UNIFORMLY BETWEEN THE TWO ENDS. 4. THE INTERIOR SURFACE SHALL BE SMOOTH AND VARY UNIFORMLY BETWEEN THE TWO ADJOINING SECTIONS. 5. AT RCP JUNCTURE, EMBEDMENT P SHALL BE 130 mm (5 ") FOR PIPE SIZE Of 2400 mm (96 ") OR LESS, AND 200 mm (8 ") FOR PIPE SIZES OVER 2400 mm (96 "). 6. f0 s 28 MPa (4000 PSI) AT 28 GAYS AND THE CONCRETE SHALL BE THE SAME MIX AS THE ADJACENT RCB. 7. ALL STEEL, EXCEPT LONGITUDINAL STEEL SHALL BE GRADE 400 (60) BILLET STEEL CONFORMING TO ASTM A 615 M (A 615) AND SHALL TERMINATE 40 mm (1 1/2 ") CLEAR Of CONCRETE SURFACE UNLESS OTHERWISE SHOWN. 8. KEYED CONSTRUCTION JOINTS OF THE SAME DIMENSIONS AS THOSE OF THE RCB OR ARCH SECTION MAY BE CARRIED THROUGH THE TRANSITION STRUCTURE AT THE CONTRACTOR'S OPTION. SEE SECTION @ —B. 9. THE TRANSITION STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE THE STRUCTURAL NOTES APPLYING TO RCB OR ARCH STRUCTURES SHOWN ON THE PLANS. r.iw✓uturynrcm n,YlnL,v.JCZtunN_.�,vr n, vi vv, l..,., ,....�, -., ,, ,�.,...y TO RCB OR ARCH STRUCTURES SHOWN ON THE PLANS. r.iw✓uturynrcm n,YlnL,v.JCZtunN_.�,vr n, vi vv, l..,., ,....�, -., ,, ,�.,...y