Loading...
HomeMy WebLinkAbout2019-D2 PRaECT9STORM DRAIN IMPROVEMENT PLANS FOR CONSTRUCTION NOTES - 20041111111111111111111111 R00275OW2005IIIIIIIIIIIIIIIIIIIII� N0. STREET IMPROVEMENTS UNIT QUANTITY ��- 19 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL 101 (W AS SHOWN ON PLAN) SF 636 AVENUE X I � 3 20 CONSTRUCT DRAINAGE CHANNEL FOR SPILL WAY PER SECTION EA 1 WILSON I I IXII I If K 1*D. IN 21 CONSTRUCT T AC OVER COMPACTED NATIVE SOIL SF 32,009 0 ENUE DA CREEK �J � kRD & ETI v ij �ND, j j 22 CONSTRUCT AC BERM PER CITY STD. PL DI-6 LF 1,607 24 CONSTRUCT CHAIN UNK FENCE GATE (W-18') PER CITY STD. PL 607 EA 2 BANYAN STREET IN THE CITY OF RANCHO CUCAMONGA * 25 CONSTRUCT CHAIN LINK FENCE PER CITY STD. PL 607 LF 1,564 27 CONSTRUCT DOWNDRAIN PER DETAIL ON SHT. 2 LF 36 I I I 33 CONSTRUCT 10'x10' ROCK-RIP-RAP PAD (6' MIN. ROCK) CY 4 34 CONSTRUCT PIPE GATE PER DETAIL ON SHT. 3 EA 1 35 CONSTRUCT GATES PER LANDSCAPE PLANS - N/A FREEWAY <(�--- _1�� 36 CONSTRUCT CHAIN LINK FENCE WITH PILASTERS PER LANDSCAPE PIANS - N/A COF�r�� r� 37 CONSTRUCT WROUGHT IRON FENCE WITH PILASTER PER LANDSCAPE PLANS - N/A VICINITY MAP ' yam. i 10 CONSTRUCT 2"X4' REDWOOD HEADER LF 2.100 3 GENERAL NOTES N.T.S. \ 4 53 43 35 3 31 31 30 29 28 27 26 25 24 V� / 51 56 55 5 42 3g -L16rAfIS 52 44 9� 41 3/cz 34 � RSTr - DR 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO \� 58 1 44 3e i' ,,g 60 61 62 63 51 10 11 t2 13 14 CUCAMONGA STANDARDS, SPECIAL NOTES & SPECIFICATIONS FOR CONSTRUCTION ACTIVITIES _ �� 79 64 45 39 9 N1522 23 WITHIN THE SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT RIGHT-OF-WAY AND THE (� 4a � 7 a sa ! STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - 1997 EDITION, INCLUDING ,J r / (C�t 7g 77 65 a 47 6 54 16 21 20 ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND / 76 5 4 ss� 9 s 53 s7 ss f' SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATION. \ �11�� a1 a2 - 73 72 43 4 ss i�\� ` J 83 F - 67 49 --• 6 65 t 7 / „4 a5 71 68 3 50� 18 i9 W fn 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER / y�� % 101 10 86 al 70 2 *- st G4 METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE >> ��1 1a ~l 49 69 1 _ {�F 5a E9 '!jI RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE �, i 10 l y8 ° �-O 47 s3 ' to s a SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO /", ,���o'T! �> 104 \� _i�, 91 7S �; a9 39 4 46 asl 59 soh-� a1 82 "' STORM DRAIN IMPROVEMENTS COST TO THE CITY OF RANCHO CUCAMONGA. AND THE SAN BERNARDINO COUNTY FLOOD ' .t �. Cit 1�a �� 93 90 f 0 4t 11 80 '' > 50 CONSTRUCT 66" RCP D LOAD PER PROFILE *i LF 1,474 10 !2a ap 37 �{ 42 44 62, ' 83 ( �. ( ) las 2>` 109 110 6 3a 72 79 ( 84 � E! ? 51 CONSTRUCT 48' RCP D LOAD PER PROFILE * LF 251 CONTROL DISTRICT. las 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH , -. �� �� \ ( Y 31 t00 ! � 111 9t 5 35 3�,;°£-�� �� 13 ,g �" j Ems. v ( ) 12 64 1!2 a5 t 1 J !32 129 , 4 �, 1 33 32 3t 30 29 2a v 52 CONSTRUCT PROTECTION BARRIER PER SBCFCD FILE N0. SP 101-1 -2 & -3 PER DETAIL ON SHT. 12 FA 5 THE SITE AND SHALL. BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES ,_�� � � � �� 127 2s t2 � ss 113 ,� ;4 f, ' RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH - / 134 133+ 12a bg 3 3 a n I 86 �. ,_ FACILITIES ARE SHOWN ON THESE PLANS. \�� s 119 6z 9 + 53 CONSTRUCT 54 RCP (D LOAD PER PROFILE) LF 1.106 61 2 it 18 2 P3 24 25 28 75 %g 81 t3 IF 1 089 1 1 -!1 t1a so ,� 10 1s• z 2 �i„ 54 CONSTRUCT 301' RCP (D LOAD PER PROFILE) . 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, a �, �� a 7 r t1 '� 1 _ i', y ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY C� 8 11 54 _C 11 15 `-s 19 g ao 83 �I 55 CONSTRUCT 24 RCP (D LOAD PER PROFILE) '• LF 1.371 �> T t 14 t 1. 55eR3= �� 9s s� ��� CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. A PERMIT SHALL BE OBTAINED I \' �i 96 Iva �. 109 1t it 113 3 5s t2 f- 97 96 ;!� FROM THE SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT PRIOR TO ANY ENCROACHMENT 54 j0 110 sz sl 4 gg 56 CONSTRUCT WING-TYPE HEADWALL PER DETAIL ON SHT. 3 EA 6 ;' 95 100 89 �� 91 40 5t OR CONSTRUCTION WITHIN THE SAN DERNARDINO COUNTY FLOOD CONTROL RIGHT-OF-WAY Ulu 1a2 101 _ a 57 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PL 300 (W AS SHOWN ON PLAN) EA 14 �I) � I � �,, � � �as ; � ae � 3g 39 � so 49 1a3 37 48 w 13s v las NOTE FOR STORM DRAIN PIPES * 58 CONSTRUCT MANHOLE NO. 1 FOR 36' PIPE OR SMALLER PER CITY STD. PL 318 EA 2 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES {' ti I al 2 99 ° \ 4z 41 1a8 101 1 _ E� SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB- �1 `% / fy` 36 ez: G) i \ �,y 42 tS�' 88 91 100 29 28 43 \ � --� GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES �, ti \ ,� / / ( 41 �o - 33 32 3i 30 �4 0 AREAS. -�. � � �� y`, 4o t3e� 89 ao 101 1�-, 7 45 46 -" - � �--i%' /'� I 1-- - RN DRAIN PROFILE FOR 59 CONSTRUCT MANHOLE N0. 1 FOR 36 PIPE OR SMALLER MODIFIED (OMIT MANHOLE SHAFT) � 4 ' REFER TO STORM MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL. CURVEy I I - i �- __ PIPES THAT REQUIRES ADDITIONAL. PER CITY STD. PL 3 8 T 1 13911.4115f�F-,SpFfl_ 2 2 25 W_WW___._ INTERIM BASIN COVER OVER STEEL REINFORCEMENTS' 60 CONSTRUCT MANHOLE NO. 2 FOR 36" PIPE & LARGER PER CITY STD. PL 319 EA 4 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR ' 9 I '� �. 3 9 t0 11 12 13 2 �� PRIMARY FIRST CROSSINGS SHALL. BE CONSTRUCTED PRIOR TO PAVING. 4 1 a FLUSH BASIN SEE SEPARATE STORM DRAIN PER 61 CONSTRUCT MANHOLE NO. 2 FOR 36' PIPE & LARGER MODIFIED (OMIT MANHOLE SHAFT) EA 5 \ 144 4 PER CITY STD. PL 319 j � f 4 8.4 i1�-fREE�--$9f:'�cfR ..-' PUBLIC STORM DRAIN PLANS 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING \ ORIGINAL GROUND AND ALL SUB-GRADES SHALL. BE PERFORMED AT NO COST TO THE CITY OF - + + ,�`__ + CFD.2004-01 + _ +_1 I, 62 CONSTRUCT JUNCTION STRUCTURE N0. 4 CASE 1 PER CITY STD. PL 333 EA 3 _.__ y / --+ T RANCHO CUCAMONGA A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE � PRu�r FIRST r���.� � rZ" 63 CONSTRUCT MANHOLE NO. 4 PER CITY STD. 321 EA 1l� Flush BASitI SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE 5 f MATERIALS AND/OR SURFACING. i 1 7 rO 1 + 64 CONSTRUCT CONCRETE COLLAR PER CITY STD. PL 329 EA 9 r f *� ` � F WITH 8. AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY r��y f O �r�c'� /Y� tt } 65 CONSTRUCT 36'x36' CATCH BASINS PER BROOKS PRODUCT CATALOG N0. 3636 CB. EA 3 ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL NOTE: 5� �OrJT1 T z PARKWAY STEEL GRATES CONTENT AND GRADATION OF ASPHALT PAVING. NO WORK SHALL COMMENCE WITHIN THE `�, 1 1 1 1 66 CONSTRUCT 18' RCP (D LOAD PER PROFILE) LF 86 SBCFCD PROPERTY UNTIL ISSUANCE OF 67 CONSTRUCT HEADWALL FENCE PER SBCFCD SPECIAL DRAWING II SEE DETAIL ON SHT. 18 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE ENCROACHMENT PERMIT. i ( ) LF CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, i 68 CONSTRUCT PIPE CULVERT HEADWALLS PER CALTRANS STD. D86-B (DETAI-L ON SHT. 3) EA 2 Too SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. t EXIST. NATLML WATER COURSE 69 CONSTRUCT 6lY' RCP (D LOAD PER PROFILE) ** !F 78 Oi 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN 3 - ` I INDEX MAP � TO DETERMINE STRUCTURAL SECTIONS & VERIFIED PRIOR PAVING. �J\" 73 CONSTRUCT CDS J.S. FOR LINE 'J' PER DETAIL ON SHT. 14 EA 1 O 'J' 1' 400' 74 CONSTRUCT CDS UNIT FOR LINE PER DETAIL ON SHT. 14 EA 1 0 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL. BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE _ �, 1 75 CONSTRUCT CDS J.S. FOR UNE 'DCB'' PER DETAIL ON SHT. 13 EA 1 N ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL 76 CONSTRUCT CDS UNIT FOR LINE *DCB" PER DETAIL ON SHT. 13 EA 1 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED77 PLUG END WITH BRICK & MORTAR PER DETAIL HEREON EA 8 BY THE E.PA FOR USE UNDER A.C. X/ST. 45' RCP SrORAd OR,4/NC. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE LEGEND WILS01Y AVENUE (24TH STREET) 78 CONSTRUCT 36' RCP (D LOAD PER PROFILE) #' LF 453 .. MANUFACTURER'S RECOMMENDED RATE FOR THE FULL. PAVEMENT WIDTH PRIOR TO PAVING. (n 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR CONVENIENCE 79 CONSTRUCT CASING PER DETAIL ON SHT. 12 (SIZE AS SHOWN ON PLAN) LF 20 THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF 80 CONSTRUCT 78' RCP (D LOAD PER PROFILE) '• LF 288 CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY 9 DENOTES STREET PIAN SHEET NUMBER Q 82 CONSTRUCT PIPE TRANSITION FROM 78' TO 901' DIAMETER OPENING LF 10 THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 10 DENOTES STORM DRAIN PLAN SHEET NUMBER BRICKS AND MORTAR 83 REMOVE & REPLACE IN-KIND AC PAVEMENT SF 1,000 co CONSTRUCTION TO STORM DRAIN IMPROVEMENTS (CONT.) W 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE COVER PIPE OPENING. 84 CONSTRUCT DRAINAGE STRUCTURE TO JOIN NEW PANEL OF EXISTING DAY CREEK CHANNEL PER DETAIL CONSTRUCTED AT EACH INTERSECTION. 90 CONSTRUCT CDS J.S. FOR LINE 'X' PER DETAIL ON SHT. 15 EA 1 ON SHT. 19, 20 & 21 OF CFD 2004-01 PUBLIC STORM DRAIN & NORTHERN CHANNEL PLANS & EA 1 Q DENOTES PROPOSED STREET LIGHTS GEOMETRICS ON SHT. 2 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE RESPONSIBILITY FOR -�_ 91 CONSTRUCT CDS UNIT FOR LINE 'X' PER DETAIL ON SHT. 15 � 1 85 REMOVE & REPLACE/SALVAGE EXIST. CHAIN LINK FENCE AS NECESSARY FOR CONSTRUCTION ACCESS THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON �,{ - BRICK ° • LF 35 REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY y..t DENOTES � G � LIGHTS 92 CONSTRUCT CDS J.S. FOR LINE A PER DETAIL ON SHT. 16 EA 1 TO SBCFCD PROPERTY PER DISTRICT SPECIAL DWG. 1 (SEE SHT. 17) ENGINEER FOR APPROVAL RCP. DIP+• PER PLAN 93 CONSTRUCT CDS UNIT FOR UA'NE ' PER DETAIL ON SHT. 16 EA 1 86 REMOVE & REPLACE IN-KIND EXIST. AC BERM SF 35 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY 6- DENOTES STREET NAME SIGN 95 CONSTRUCT SLOPED PROTECTION BARRIER PER LACDPW STD. PL 3060-0. SEE DETAIL ON SHT. 2 EA 3 87 CONSTRUCT CONCRETE CHANNEL SPILLWAY PER DETAIL ON SHT. 9 EA 1 STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR • EXIST. GROUND 96 REMOVE & DEMOLISH 25 WIDE EXISTING CHANNEL WALL PANEL EA 2 89 SALVAGE ROCK FROM EXISTING RIP-RAP CHANNEL AND INSTALL AT NEW SLOPE AND BOTTOM OF SLOPE LS 1 DENOTES TRAFFIC SIGN 17. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE MORTAR 97 RECONSTRUCT 25' WIDE VERTICAL WALL PANEL IN-KIND (USE ORIGINAL STRUCTURAL DETAILS PER SBCFCD EA 2 O PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED DENOTES FOUND MONUMENTS WITHIN THE PROXIMITY BEDDING SHT. 11-& 12 OF 34 SHTS, FILE N0. 1-011-1 ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UN- OF THIS PROJECT 98 CONSTRUCT DRAIN PIPE & RISER PER DETAIL ON SHT. 3 EA 1 ACCEPTABLE OF PARKWAY CITY ENGINEER.ROAWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATIS- FACTION ATIS- FAC O PLUG DETAIL O77 SPECIAL NOTES & SPECIFICATIONS FOR CONSTRUCTION ACTIVITIES * SEE SHEET 11 FOR LIMITS OF CONSTRUCTION OF FENCES ON *BASINS!. � PRIVATE ENGINEER'S NOTICE TO CONTRACTOR UTILITY CONTACT WITHIN THE SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT THE REMAINDER WILL BE CONSTRUCTED PER THIS PLANS. WATER/SEWER CUCAMONGA VALLEY WATER DISTRICT RIGHT-OF-WAY THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES 10440 ASHFORD STREET EXISTING SURVEY MONUMENTATION CITY OF RCUCAMONGA SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON RANCHO CUCAMONGA, CALIFORNIA 91729 I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED BY 0 ALL CONCRETE WITHIN THE DISTRICT RIGHT-OF-WAY SHALL CONFORM WITH THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS (909) 987-2591 THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE SECTION 201-1 OF 'STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION'. STORM DRAW IMPROVEMENT PLANS FOR TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON GAS : SOUTHERN CALIFORNIA GAS COMPANY DESCRIBED AS FOLLOWS: CFD 2004-'01 THESE PLANS. ANTICIPATED MAXIMUM EARTH COVER OVER THE RCB IS APPROXIMATELY 8 FEET. Q�pFESS/p 16231 VALLEY BLVD. C.c. �� ROW2005-00275 ; ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED FONTANA, CA 92335 ®1 FOUND 2' BRASS DISK, DOWN 0.2', MARKED AS SHOWN PER R.S. NO. USE 'FLAT INVERT' FOR THE RCB CONSTRUCTION. iQ + ` TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE 909 335-7965 01-016, R.S. 115/85-88; PER TRACT NO. 14498, M.B. 286/23-26; AND '� �Q Si ' ' ' ' ' ' ' ' ' PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS ( ) N s - LINES DCB J" X D 8� S AND SUBCONTRACTORS SHALL COMPLY WITH THE 'OCCUPATIONAL SAFETY AND HEALTH PER R.S. 88/36-42. ACCEPTED AS THE SECTION CORNER, SECTIONS 19, No. 20596 m TITLE SHEET _ cn rt s r ELECTRIC : SOUTHERN CALIFORNIA EDISON COMPANY • USE ASTM C789 (GREATER THAN 2 FEET COVER), ASTM C850 (LESS THAN 2 FEET REGULATIONS' OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS 'CONSTRUCTION 20, 29 AND 30, TIN, R6W. COVER), OR ASTM C1433 (COMBINES C789 AND C850) FOR USE WITHIN DISTRICT c>* Exp. 9-30-05 7951 REDWOOD AVENUE � INDEX MAP & QUANTITY ESTIMATES FONTANA, CA. 92336 ®4 FOUND 2' I.P. TAGGED LS 4430 FLUSH PER R.S. NO. 01-016 R.S. RIGHT-OF-WAY. J> Clyll �� THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S (800) 655-4555 115 85-88; PER R.S. NO. 97-014, R.S. 109/39; AND PER R.S. ESS/0, F OF CAL_\F� AND SUBCONTRACTOR'S COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH / OF ESS/ APPROVED BY DATE: _ REGULATIONS' OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS 'CONSTRUCTION TELEPHONE : VERIZON 88/36-42. ACCEPTED AS THE CENTER OF SECTION 20, TIN, R6W. oQph'9� CITY ENGINEER i(� RCE NO 24953 �, �,`l C. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 16071 MOJAVE DRIVE, BUILDING A U FOUND 1' I.P. WITH PLASTIC PLUG, LS 4002, FLUSH, PER R.S. N0. � Qlbw ��, � DESIGN ro.s� V32oRe&iMAra REC NDED VICTORVILLE, CA 92392 01-016, R.S. 115/85-88; PER R.S. NO. 97-0141, R.S. 109/39; AND PER N u CITY OF RANCHO CUCAMONGA R.C. •o.,�N ,.i@3G92614 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF No. 20596 V" rZ kin iso THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS (760) 245-0330 R.S. 88/36-42. ACCEPTED AS THE EAST 1/4 CORNER ECTION 20, TIN, m CITY OF RANCHO CUCAMONGA VERTICAL CONTROL qG Exp. 9-30-05 Voica 949-251-8821 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING R6W. * * BM X10090 DRAWN HOURS: AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER. CHARTER COMMUNICATIONS Q StNYITi fA7f 9492510316 SHEET �q CIy1L �� SET 2' BRASS DISK IN CONC. CURB STAMPED 1 21 THE SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT AND THE ENGINEER HARMLESS 6680 VIEW PARK COURT lF L.\F� 'CITY OF RANCHO CUCAMONGA BM 10090 1987' D.L. v N s s rk s e s s u e v r o e s OF FROM ANY AND ALL LLABIUTY, REAL OR ALLEGED, IN CONNECTION WITH THIS PROJECT. RIVERSIDE, CALIFORNIA 92503T SOUTHEAST CORNER OF SUMMIT AVENUE EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. (909) 343-5165 DATE a5 0 /'��'�oAUGNrIENTaFsoU7 D.4Y2' oivss�r Jr3 .Z�•D (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED NO 20596 DRAWING NO. 0 ANLEY C. MO SE RCE NO. 20596 DESCRIPTION OF REVISION DATE Cf fY AT END OF CURB RETURN. YEAR LEVELED: 1987 S.C.M. 2019 D2 APPROVED: ELEV: 1534.374 DATE •� •BILE NO I:\60400\CFD-SD\SIP01.dwg 3/16/05 PROJECT SHEET y0. OF Al ID' 2• S' 1.5' g X�- W1.4 X W1.4 DOWN DRAIN SYti 16CUT t !EF riv_E t:ETA!L 3' VAX, Sir£ I SEE 1V^F ET PLATE S. >EE I'3 ?.CL15 Z' 0 0CLI3LE EXTRA /p0 9p 5' W.W.M. �, !.� ` �- -• v ISR. 5'3 71 1V V:. 4 �! (5ti: �:• 3,t1 I PLATE S DETAIL STRONG STAINLESS TOP OF SPLASH dV 3� OPTIONAL -{ • r--rs �� SYM. ,cCUT t--� -ice �\ f+ 5, 8 3 7) I , STEEL Pi,E 1 WALL ao 4-5 `r// �. 7 � tl ILII I+4`r'l tt 1 x 4 FILLET. TYP. ----'- I I F.L F.L. � '._ / � -. __--_ � t1 - '•4. 0 SHEAeZ ?(N a Vart'-- �--� 1'a�`t- 34T �t S?A.NLESS STEEL- LC FINISH SURFACE $�v: o TT - 1TT `�� - - - T _ v '` - /o!J Ooh „' OF SLOPE �� j( j _ SH. 1G? FR :AL:d�:R �.`_ -r, °r _s Y.AYS ; s.y _ I DOWN DRAIN I-r 1 +x s<G•€ fRA..?E ./E�ER �0�'p• • 3•t 3• IIIIIIIll1 IIIIIIIII' P5/l -^� L ANCHOR r ?L 3/8 SA.O PLATE SLEEVES i r CL£"R t4CE".x OJT-LETS C:ALYI ' BRACE DRAIN I I I I I I I I I I I I I I I i I 1 1 i Y = 9 (T)P.TERRACE DRAIN DETAA) r F LA t E T- NUT a -T ' t ' ` ' j4 BARS L �' _ - �5=.=._��-�_�����a r s��� �,. SH. 4Y � ' •• •. .. - MASYErT I 1 t-rl t t tT fifl I-1-Tri rI fi � I 'INDL 3 i�34xt /8' I _ r_ - - S:FFIT­ ` •• T y t 7 _III SECTION A A p,rs' FLAT•vERTiCAL I f r S__ { ANCHORS-SEE SECTION A A _..Rs '.4 6 C,. MAX. -_- DOWNDRAIN DETAILS CONCRETE NOTES: 111 i yC s�. 4I { , `-='A''- -D' __-_ ScCT10N K-rc TERRACE DRAW AND DOWN DRAW 80TTC,A FAJI.L ' ! r f- - �- - - r -- DRAIN WTERSECTION DETAL 1. REINFORCING SHALL. BE 8' X 6' - WIA X W 1.4 WELDED WIRE MESH (W.W.M.) OR APPROVED EQUAL ter! -� I ( r- £R / 4 • ( DOWN DRAIN MaO 2. GROUND SHALL BE PRE-WETTED TO THE SATISFACTION OF THE 13UUING OFFICIAL OR ENGINEER iA'fl 3Lr�� SA:rE >i xrx ETES: ` ' ' � PL !/4 x I :/2 PRIOR TO PLACEMENT OF CONCRETE. MOISTURE LOSS RETARDANT SHELL. BE USED WHEN REQUIRED BY SILT AS SOTTO# %a L'QJ 1. FCR FRAWEr 'ia4.SER SIZES. ��' '- � '^�" "�`X'� 1 1 A t/ 3• i !/2• x 0'-� :/y'-� THE BUILDING OFFICIAL OR ENGINEER. !xv -� �_; Ij Ft2A.?f 'r.EMEEr? N SEE TA.3LES 1 3 2, 1-H. S. -'�T v 3JTTUt# \. '�_---1AID-5;IMPER SAVE i r- -� -S'EAR P v r- 2. FCR C•SNERAL NOTES. J FRAME ''' SIZE AS SOTTGIA A� 3. ALL REINFORCEMENTS TO BE SUPPORTED WITH CHAIRS. SEE srl. 3. t MEN!3ER G' F .A.oE ItEs!2CR 18' HINGE DETAIL 13et. I a Z) rE TA I L •Dy THREE HINGED INLET/OUTLET BARRIERPLAN FOR RC3 n;-.T LIG. SEE iN5 LJ6 t1ETA:L r r PLATE T--. L_ r-FL 7/3 x 9 x 0'-5• PLJiIYF RONT ELEVATION VATI ON NOTES' \ a • I PLATE T SEE A04CE DETAIL 1. :OR FRAt,E :JJ£h13ER SIZE. 1 r„_ I '� I sy"It ABOUT L r isic T.-S 7r' - , tT-•0• L?IN.I 1J { 4. SE, Tt '.LE �. SH. 3. A `,Y cI.E NOTE 3' AfD 4-•5 PARS T I '/2' 3' 1/2 A 12' BEND ;� _l` � i!- � r /T_ r '� 2. FOR CC`uJ£CTICN DE YP� _�s� r jr --- r Sel. j n)� 20' L.iNCi SEE $H 4. T v`z r �` F�~` i I s SGFFtT cl-rv-r_I ! 2 F.L.? 3• -.T_.F-- I `T`. Y� -- - T- ~`� --------- -- -- . •��- T- -- 1 14 BARS �_` s ,ISH. 41 - I _ _-, _ - TL-_-_ - P_ /3 > I_I-IITT I I E li TCP FRAaFE !,;LMBEi�• a -�[ F.L. 1 U41N AT R L -a 0 O4L8_E EXTRA \ /=3 ��rr. j I ( III I I I I SIaE F?ANTE A+Eka:R EAR EVERY ti� I 1/2• ITYP.IJT StRr.'.G SIMNLESS + 3• I I I I I I I I I I I I EaERY� !/4 I I STC=; ?:FE p CLEAR I I f I I I f l tri ! �~ 4T�ER/ - l r SECTION i . ' 4J ,cy i DETAIL 'Ca �cCTION L-L DOWN DRAIN ANCHORS CONSTRUCTED EVERY 10' IN VERTICAL �r Tr ri TTTI� �L x S x "/3• HEIGHT AND TOP & TOE OF DOWN DRAIN I I ( i { I PL 414 IJ.L PLATE ! 9' BOT = -PL 7/9 x 9 x 0•-3- A tOYEA,r OJT•LETS CNLr)-----f ,, F3 rtr !(t`��,�� - ---a/6' FLAT VERTICAL MEM'ER r -_ I- �"-e'" - -- ^I !�6'3 3..R3 5. OC. 4AX.- - c IjO SA. 41 i I h TtP. L FLC,t! DOWN DRAIN I• FOR H= 4'a 6•. `�--- - N I_ ' _ !/4 N 1 !/r FOR � 3'3 :0 DOWNDRAIN DETAIL FL��" t �; � ;�,_�� )a'� SOTTO'#FRA6!E :r£aSEER J --•f , / T �, acsc-rt-•�rc u o+ I i r•^2'+"'---'-' N °.EE EOSE P+ATE GETA!� I �- t 7 � ---- x f TVV0 HINGED INLET/OUTLET BARRIER SECTION A-A I - FG3 izc8 NO T;: \TEE $AS$ PLATE :ETA!L r * PLAT- r FCR FR :, rx�cgER SUES. SEE TABLES 1st 2. s�. 3. IS G-G isH. aIJ- SECT1Os4 �A-!A PLAT= Oc TAIL FCR CONNSCti,31 CETAILS, SEE SH. 4. RCA ')JTLET FROTECUi 14 BARRIER LOS ANGELES COUNTY I�EPART!' `ENT OF PUBLIC WORKS � r � r r r LOS ANGELES COUNTY DEPARTVENT Or PUBLIC WORKS LOS ANGELES COUNTY CEHARTN!ENT Or PUBLIC WORKS - 1 SLOPED PROTECTION BARRIER STANCARD PLAN s- �rCc.aD FL�v sT;%xC-ac P Ai APPROVED a>vc.��f..a , '3060 -0 SLOPED PROTECTION BARRIER 30 jQ --0 SLOPrD RROTrrTIOfiJ �arZRIrR 3060 - � 3/311199_ SEE' I GF $ �.-1ECTD�;1 3L C wC? SHEET CF 3 5i EFT 5 '1i 8 - T.,8LE �. fYLET/'DUTLET SLOPED FROTECTIC`r BARRIER '- L SOX 'SIZE s c I FLAT! U. SEE 11 2 t♦2' 0 �GuBLE y Jf N1D. f itlt _ 1'_RT,„?_ 3AB TQ? FtA:siE 91�E FR t+ 30Ti:4t FRA:t�T I•J 6L_TS 3• ,n :Y x '� F ,:rNcHE" ii!o+ 7 r a;2F ^:7 NOTE: PLATE 'J 7ETA!L---� EXTRA STRGN PIPE- v 1 IF T.) H' ='£S S1Z_ S!I_ ER SIZE ME.Yi3Er4 S 2E ;,IES R _ E •.i`6\ TYa. NOTE ri� 4x4 t I?' j Izt/2 C 4x7.25 C 4x7.:5 TS 2,11 tDD 4•s5 in 4 !/1' =eEA9 iiN Y NO WORK SHALL COMMENCE WITHIN THE sAss z�>• r ,-,, .- °. sTA,yt£ss BTEC,-� I. AhENEVER RCS SIZ FtL!S BETN EN SIZES SHOWN ON THE T BL_. +Q 4x6 2 _ c 2x!/2 � C 4x7.is C ax7.c5 is x__v SBCFCD PROPERTY UNTIL ISSUANCE OF LOuf. =_°T" 4 THE NEXT LARGER SIZE SHALL SE USED. - ENCROACHMENT PERMIT. Ars Q ?s -_ -7.2 - TS A I •S� = 4x3_ 2- !2-- 3x!/3 C 5x3 C Sa3 7S 3x.130- • I PL 3/4 "� r + S' I ! � F t ? us $x4 2 13` 4xT.4S C 4x7.=S TS 2z�x.�;0 Co STD. a -- 2. L L FRAVE 1AE.MISER� HA__ A37hA A 36 Si_E__ OR ETTER. -,. / P"qE 3� .�I r---- J' z S cn 5x5 2 1$' Zx!/2 C 4x7 25 F-' C 4x7.25 IS 2 5%2.Sx 2:0 R W EIEs- ' TTa.A j Y _ __-_ 0 _._ �' ' s } AUT 3 I I l 3. ALL HINSE ASSEYEILIES A:�D 3ASE PLATES SHALL BE STAINLESS y= » 6x$ 2 I8' C 5x3 C 5x3 TS 3 3x3.5:?30 PLATE Y-- --� :« ` �'NASi'Ei STEEL. 13 _�V �-x+0� 2 13' 4 112.1/2 I C Fzt0.5 C 3xtD.: TS 4..x4.5.25G L I x rj �_- - 11x4 3 12• ta/2- C 4x1.45 C 4x1.'25 TS ::2x.250 SBCFCDJim, ( > 240' \ S^.FF1T r iia '! 4. Iii_ CONTRACTOR SHALL MAKE AN'Y :JECEssARY �ACCIFiCATICNS TO �- `4� R I: x j ��` :z5 3 12• 2x1/2 C 4x7.25 C 4x7.25 t5 2.5:2.5x.250 N ALLO'aN FOR THE Sl;d?LE R_!v'OYAL OR INSERTION OF H JGE ?INS !N �, -- PROnMTYOUTEfERN ALIFO ED/SON CO. SEE C£Tal: '--�- � -�-� ��0 , _ ORDER TO INSTALL oR RE146VE TH..E FROIECTlOV BARRIER. ENDS 1J 4 r SECT1Ot'J 11 N ,� r, 1 � 3x`� 2x3 3 !2'- 3x!/? C 5x3 r• sx3� -TS 3x;x.250 FEE - '- T`F -N OF HINC4E PINS SHALL BE THREADED IN 02_ER THAT AU S AND yea P-3zi0� N3 12' I -4 112x!/2_ C 5:40.5 C -3x11.5 -TS 4.5:4.5x.250 30' ETA": 'F" - (�- -- - �� �., LOCK 1WASi-:ERS *WILL $F FLUISH AITit TH_ HI.14GGE PIP-. THREADS J n ^ r �-- C 4xT.i5 C 417.25 IS 2.Sz2.5x.Z50 '� 3EY0'4D THE vUT FACE SHALL 3E CAtJIICED TO PRESENT REWOV?L. ' z y:� Ox6 3 I I8' _, 2x./2 I y�v �- ! 3 18 311/2 C 5x9 C Rz9 T3 3.5x3.:.:.2iO� *w 3. ALL FRA"IAE NEttiiET23 SHALL. BE GALVANIZED AFTER FABRICATION. �_ �� � SV_-� 24• I 4 =12;'/2 :C63x35 �_j ;x93-_ TTS 3x352 GO' O 151E IST. +�4 `� N _ __ C y ?_ l/3 x 2 I ROAD ��' 6� $. ( r2• 5. x G'-Y---j - �. IF FTE!D "v�cLG3 ARE EC-_�SS:RY. GDi Vt�`O'N. GA.!Vy",L LOY OR a Z z! !2x3 3 - e4 -_ 3x,/2 C 5x3 C 5x9_ ?S 3 5x3 ;x.2513 It1 r�1 Sir- ,a P::v L�EPART.AENIT t?PROL_D -QUA_ SHAL JS'D FCR COATING. _ z 3¢ ! _ _ - O '�`� 19 N .- 1 ext0 3 _4' !/2x1 x 0. z 0. 5 4 5z».::.-5 2'1° rIJI`JGE rETAIL lsr. I a zs CETAIL •r ' F L 1 F t r- _._ _ _ -__ -_._' c c t 4 /2 6 I 3 3 1 5 T C O °og 7. AID-ELtvtP_R SNA B_ J5_D FOR 3 HINGED 8ARR3=R3. `a4' sx!/2 = .x9 C3x3x.2_C ^' 44x33x'/2 C 6zlQ.S C 5xl'D.i TS 4x4 x.2:0 `�l !9 Q BC 8. ANY CEVIATICNS CR VODtFICATiONS TO THIS ST WCAR`D SHALL Bc r "''-zI r ;4x'O 3 24, a !/2xt/2 C 7:12.25 C Jx'2.eS TS 5.5x.250 pct P-ATE vt3 • PL 748 x 12 a r 0•. «PFRO'vED BY THE EtiGfNEER. �P_ATE V W ?0 � � ^� p4 1 �P 3• s• 3• 9. AT OCEAN OUTLETS OR vvHEREYER THE TOP SLAB SER'.ES AS A z Z I Y �S Tr?.` 5•'lT ��- _- "?'-__ -It PUELtC 'XALKFAY. THE TOP fHlCe.NESS SHALL BE !ACREASED BY 3• IN RC_R TO PROVIDE A RECESS FOR THE H.N,,c T`P PLATE. ~. �, -sorra THE RECESS SHALL B£ 13ACIr.FILLED `iviTH CROUT AND S14OOTPED AS PL 3i4- +f(j Z !lr' 3 DUl3LE +' SJ15 \Tr?. 10. PF20Ta OPEN BARRIERSI �CTtO4 O R RC3 C FLONTS SHALL 8v SL_PED TO Y I Z I !/2 iTYP 1 EXTRA STRGN3 PIPE y S*%VIN•s PEN IN Tii_ D LJJ /c r \\1 000-0 ; IL '.AFEIABERS SHALL BE 3ELECTED FROM TABLE i LNLESS OTHERWISE w _ P S .J �- DETAI! E�:TtON 0 O V �l9f * ( C?? z' --aL 7/a z 2 x r-o• 12. C'E31GA LOADS: v, W f I I!!J -w� I 3 7• 3 1 !/45'0 OCEAN OUTA. ILET$�IJLKED EFO - 35 PGF Q '� 6 ��`�- TY?.K J ;, 1. 1300 PSF e� SA'4D FLATE AREA l r. LE_. CONSTRUCTTION JOINT ( p Y T - --�-z 2. S Jo PSf Lo'nER OPEN AREA I , t 19 1<1 T a n SCALE 1"=10' i > 6 �� o,,�°i� SECTION P-P PLATE V CETAI► O - N I I , ti `� .,_ r,. r p,r r , .� 1 A GEL r" COUNTY DEPARTMENT OF PUBLIC 'A+Or�rC� �.. h LOS ANGELES COUNTY GEPARTtAl:N Or PUBLIC �VORK , _OS iV�__ca /i90 I l9s� M ' +!E`=-•=.<--.,-~ �• \ n•r S T L 17C S.Ft 0 ?!,.°.H ST.,+�!_AR.D ?Lav I,o`� SLOPED PROTECTION BARR i rR 3 �a 6 C) --0 S�OPED P20TECTI ON �3aftR I R 3 0 0 -0 6 CONSTRUCTTION JOINT I - ,c�9 c• - (� w M` T IlCONSTRUCTION NOTES �E=T 7 °F 5 =�' ' 3 l - b \ © CONSTRUCT PROTECTION BARRIER PER SBCFCD FILE NO. SP 101-1, -2 & -3 PER DETAIL ON SHT. 12 3V ANGLE- Z - =- 6 CONSTRUCT HEADWALL FENCE PER SBCFCO SPECIAL DRAWING it (SEE DETAIL ON SHT. 18) OF ENTRY I 1 I © REMOVE & REPLACE IN-KIND AC PAVEMENT CITY OF RANCHO CUCAMONGA > 6 ! 1<R�e 0 ® CONSTRUCT DRAINAGE STRUCTURE TO JOIN NEW PANEL OF EXISTING DAY CREEK CHANNEL �Nsj Bf0 <® PER DETAIL ON SHT. 19 20 & 21 OF CFD 2004-01 PUBLIC STORM DRAIN & NORTHERN STORM DRAWIMPROVEMENT PLANS FOR - ES F of si CHANNEL PLANS & GEOMETRICS HEREON 0� DETAILS & SECTIONS _ REMOVE & REPLACE/SALVAGE EXIST. CHAIN LINK FENCE AS NECESSARY FOR CONSTRUCTION ACCESS ��`����,�� C. > TO SBCFCD PROPERTY PER DISTRICT SPECIAL DWG. 1 (SEE SHT. 17) �� �`�, CFD 2OO-T- O1 O © REMOVE & REPLACE IN-KIND EXIST. AC BERM No. 20596 T^ rmTT I ® REMOVE & DEMOLISH 25' WIDE EXIST. CHANNEL WALL. PANEL �r c'ylL \* CONSTRyeTTioN JOINT ( I 9 9 !/N d Exp. 9-30-05 ROW2005- 00275 '�89 F ' . RECONSTRUCT 25' WIDE VERTICAL WALL PANEL IN-KIND (USE ORIGINAL. STRUCTURE �l � z I ® DETAILS PER S.B.C.F.C.D. PLANS SHT. 11 & 12 OF 34 SHTS, FILE N0. 1-011-1 F OF Ckl_�F APPROVED B Y - DATE: �.�11 x^11 1�i CITY ENGINEER /l�P�� RCE NO 24953 i I DESIGN RECOM E D N O R S 1 17920 U&I Ara CITY OF RANCHO CUCAMONGA L ts 350 CITY OF RANCHO CUCAMONGA VERTICAL CONTROL R C • R O R I c x Irr'ine, 92014 0 1� » 1f BM 110090 I�IE D DRAINAGE STRUCTURE DRAWN Voice 944251-8821 SET 2" BRASS DISK IN CONC. CURB STAMPED :�bl,►.: FAX: 949-zs1-0516 SHEET I 84. 'CITY OF RANCHO CUCAMONGA BM 10090 1987 D.L. P N I R S INGINRIMS S U R V I Y O R S 2 21 i i G EO M ETR I C S AT SOUTHEAST CORNER OF SUMMIT AVENUE OF (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED CE NO 20596 DRAWING NO. SCALE 1"=10' DESCRIPTION OF REVISION DATE CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 SCM• 2019 D2 APPROVED: ELEV: 1534.374 DATE FILE NO 1:\60400\CFD-SD\SIP02.dwg 3/16/05 PROJECT SHEET NO. OF j I i i - - I A �- _ _.- --- - -- __ — 2•�• `4��'�.�s writ C1r •s .$sw �� `-�*±•"ris.r:ae.Fa������t...,J /� _ � � � - _ -_ — _� '$-stf,_ + �� Jta• �' � I t?p t�tat S // NE ti Ft2;rot 3 ' cT rj i14IrAat actuvxmp jtAl f,t9 4r.•9 ,?tot '4 t3 691 *$AS244 OR 5 EE NOTE 24A A • _ -- ?'4 �, _ -- _ --- - j ft- ."r/"• i .�. �r�, 't'.t � Irv" j i - 4 tv FL I _ ;$ r t t X PLAN -s � r ? $'� '^: --> .�• . .� /td1 frarrt t+?ttr - 1'6 tnt0,rJW of ow cS it rJr E s./t . M 4 0 12" 9.C. EA. WAY r� r ���. vt�r:�s, - r- • - - -� - - _ TYAt�dL fGW lrfAXl.'Nutf t�h>f for �.• - c SEE NOTE 2 - � ___ _ m -._ --•- - , - - _ -: - � J�!?'c7ut al/� t .;_ � ''�` q, ♦ ! !a;terr�Jr,t bcrltvrA is vstall � / \ —_ - - — PART tVGlTUD!/YAL 1-CrION t "p4 off-00 �' ? ArterVA&LIP boero.e o�'cut•o/r,-ate. pit.�ror LO.._ _ + _ � r �����, _0110-2- /.;p#. REINFORCING DETAIL c✓:-td TYPICAL f{�4.tfr3Xi:S1fJ.1I„ ��li`>1Glt �ICAa fC?�V.rgt.'NC!M �'l.�` k _ — nz — � ���� ,�►� VIEW B—B M� �+�• -- _ lVGft� aC0 3LMiw.9 .64t+asl,N�t Srnd41 tii<y'!!t�lirlfrf+t7rt rt'it e!"a•�.� �� � s _ - - - - --- -- - - — .yin ..0,f -,./1 s�a«t >�s'`c , JAr�a�, s £NO £L f A f10,N -, GROUND LINE tls-mss. ,aau end.,s f lr,�a! its.p r3_ sats,n? � t � �' to mutrA Irrtet Jr��srrrra.?,c! -----__ ...---_____•..,. � -- - - - - _ - { Srrt arrd"kr•4JA yra✓rdt4l maw/¢crrre+. .: Y 4 ff4e- 66 4�4.f'44�lY14rrtlQedrat JJ'd v�S«aa►tri lrl.efd nc+t SJ�Grrt : • ,' r EC<Jt.�J �r,rncwr�srrrfEa'r ;s .' , &' _S£CT/ON.F- J� fl -- �— ?th- — 14 ELEVATION E v r3, �,� tih�cA Gcx+t .x�flt f`� .tilp+��t b1t:t'Jt;e+o/ w -. - Set:Ciw tt:C.r •cA�eJ.rirtga atr fr r J . + .QA.,v".rnyw rrit of --�'9 _ - } _ _ _ -4 . Suffc y Ltan �`�. fGr tf srerst rert,/ �' , 9•.n £s',&v raft wxars ?'t • - _ _ -- , �:n�pCJ.Yfny7.0lt .� .T_•Rsr.,t„ s. .. ..1•- � /•.a ---� e,� t ?-a : �_ 2- 5 tnc%cte. �_ 1 1� Ra#"4e,ceswet--_ _ 6`57/5 SES vll'I ut GA►. ► _ _ - — , , r• fit�nd:a.ir/tUpk u ro Sk�if vpr..ti A ,�" -- l ti'fxr s,ar,�-L/s!'.EJL�fr'rotr� _C�sl jt I,o e� (� - - £e+► --` , fid ciriPJt tJ. . s l.0:dns' i ld rN i ttl't'ar¢• , r wt w J`r %Oglt,; irr er.d r a�' r ��ct �' � � . J � r JurI20,r�, -T .. +, d 11,2r s r;7.-, , alt �f ? - fiJ tl,�arA sr its d , - _s � , . �• - `� '� � ` ��` ra�� ms'svom a OR Jg 0 1z' � 3� ' •- _.- - -._ � ,l spaces �tt � � .-Yt�._._,� � ' � + Q.C. EA. WAY � o # fA 0 S,AVO '4*5V jv.rlr's td 4Jrt.. -3 ��, �`9 t9 t � ; ��lfAlt trflbt,.� ; � NOTE - - — lLTERNAIJV£ WARPE'U_W NG EYA L L .# _ --- r r' • . - 101 L40 r,, t t+t.tCJ%GQ a too a/ � t�4 1�X snai t!'4_.ri r/r- ,' '��T �r ' �r ; l-Y '4! 1J• �' o e, ,4y-irrr.*r.s rt wed If ppS(fP r Erb. �s�r x, ^ ?a`.or rr r. "H y tU' - - J4 OR J5 • ¢ — =- --- - - _ 1l:1N tf rXJr Shrl•A. JL�iTj�(,[ �'f�_ r� - a ,i �' ! - 1 R . . r f . ^T.'� _ ` e-�• • O.C. EA. WAY 4t%yt ei cm4ion ,t 'clrv' �irra St oArAa ”. # `f SEE NOTE 2 - - _ _ ttirc,tres to 7 rnrn b 1+yrr7✓.4�t ? rwtreahsrcErrent tc:eropt \ - SEE NOTE 2 CONTINUOUS BAR `" . ,' t 90 BEND tc -- _a - - -- 1YARA 0 W1NMA LS 4 of •�r�J or s* /d FALL 01,V .MS.iON AV[� ,R£i/YfOrwC//,yG STfffNIJVCi firEArN Q1!1fVS frlS'AA'O RE:WORICING _� '-- _, ssro. t.!JKt.- " ! ._ - - -- -- __ .._.. _ -►_--- •-- .--QGa is r+a'Wr•attrSX _ m = _ .= - - H B'u tSS to ,2 .4 16 9d 2d I? J4 9' ct) t3 1a .f3 ar,rna t of >_ /Q _ Lr, s .?O ,w"@ s Jt y Ki L _._. 0 rA L E NOTES: — A . - - - - - X-0,44-it e 4,�/a �F 'fa r�9 1� s:d •r.s rA a s n Deaat t ext?-6n rau? _ '- :' _--'.r. _-.� SECTION A - r s-- \ - 1. HEADWALL SHALL BE CONSTRUCTED OF Rear lot#rertllC 4 u? .140 t? !Al d A 2 4 0.2 !.?,? 4♦t? 31 f tt ofu� or .. --� CLASS A CONCRETE. _ roil r 14 4 40` 4Jtl si! 4.304 d 'tI6 !fI Qtl 11 Ly '407 ` - Alf -- STATE Ga tat.uf ti{A 2 REINFORCING STEEL SIM BE NO. 4 BARS DIMENSIONS ._ P sear ctrern/ 43ft lP.? 6e 4;7/0 4?t 4 6 1 t2 8''9 a't'e 1i f' r AI `! t 4,19'? '401 '4 is 42!2 '!,�'2 '4d rt '14s J'af 6-'d b'�/'t f A+1 ,b` 4 FOR WI' UP TO W. ABOVE W=6d N0. PIPE - 5 BARS SWd!. BE USED. 2• MIN r t/ 0, s F 4 s �5 6 s -a r s t res 6•r =t-v' ar=1 0` OffARi MMMT 4f IRANSSKRTATION DIAM. L E F W F •..-._ T .. - -- _ _ CLEARANCE. 34 DIAMETER LAP. ALL STEEL. a,f Cut aJ�.fcVl � 6 6 �rt � 3%!r Jt t , TQI+S•`8 q':/`S' 1 c�4/f ALV' _ - _ ll`al JSMdro?/E.�d raJJ 6 - 4 8' 9yf J/' t'-r" 10 Tprr d* a Q Q 3. ADJACENT SLOPES SHALL BE 1 I/2 TO 1 •_ PIPE CULVERT 68 OR FLATTER. 24 4 9' 2—8~ 4 �' r-6' _ E - volts 4bgs far ?' wlcfi ge;twit* WY, leo ft # a%o► 81A0 v>tss'i.t f M'/cx tt. 30r 5'-5' 3'-0" V-e 3'-Or - - - -- - - 3 % I r7rf trtr /, 4 r oI cul,90.0j#is ttrol al1YJ1 t ar enafrall.tot rt" 7n'>(? . 4. MULTIPLE PIPES TO BE SET WITH LONGI- gar .? -+,?' 4 Asx f+r r' �',_. r " HEADWALL3o NDWALLS d WARPED WINGtWAI 3 Q TUDINAL CENTERN 1 2 3 DIAMETERS APART. 36• 6'-Or' 3'-I' 5'-d 3'-B' - A - - aff. assns t W,"7e' A/`. M fvo a r4. .!aJ ftQre .or?d to Slc� t las IOrr s.3c+n a�tt.t ate►!. / 5• ALL EXPOSED CORNERS TO BE ROUNDED 42" 6'-T 3'-8" 5'-6r 4'-2' _ - 4S" 7'-3' 4'-0" 6'- 4'-10' 1 11 PLM sCALE 1 1 1 6. W SI•L1 LLL BE INCREASED WHEN MULTIPLE 0 1"=40' PIPES OR PIPES ON SKEW ARE USED. 4' Std. Ws cop DRtl. & TAP for 2 Auen �,�d CD' Wc s � s WING—TYPE HEADWALL QQ + for 4' std. cop •- NOT TO SCALE S V h g NEID one Gnfe p INT, ri CUT ch6a optnirq 10:i14.201Ar %Ar. T� f std. Sor to post =10100001AIr r o: sh�.1, � . RN �p�cC 10 •A INSTALL Chc in 10+12• t i 7� p (Chain to t& Q` fly P� nye. -!• 0) ''rc9 59 SCALE 1"=40' a 1/2"x12" (MAX.) SLOT d r r r r 1OR ST,�. 10-f 14.20 ....�,�.,,�.)h��J� �C.�FFM��CJr� CUT App, an cny�* 11•_x' 1�•_ar ts�-l� ti• � HOLE, 10�'TD 2' ON cTR� _ ri?:tD t an9 s 3 D STAGGERED Q Tock Heid �. .s to post,• 2' MIN. e ♦♦^^ ' O 8' MIN. TO v/ , 12' MAX. w >A j - flatten P;pe 1 -_ - - 471U WWW V '� Q O _ N KEY NOTCH• GATE STD.. EE < - 'l�Yll TI® f Q ds��RiM LAIN �O�I� 'LrO�N �rTIV 14 REBAR rSET TEE SECTION IN WET -; ,. -+ r CONCRETE FOOTING AND • ,� WELDED TYP. A J 10.0!' TROWEL INSIDE TO DRAIN •�� 'c�'• .' - r F3 �8�1t CREEK _ -* 4 �L{� ANCHOR BLOCK MIN. 5 SACK/C.Y. IX(ST. 48fiw PF�9 A 161 }'# f-#0.4 �'---�f CONCRETE OR METHOD APPROVED 3p ' Grease +r-0 :s-d +s-� Std � pipe cc 1 Z X Z STEEL STRAP BY CITY ENGINEER ��gg 3� F Qo, WITH 3/8' BOLT V. PL 1991-0 WT. 'ito 14.ZQ' N � �T•a ./I � / or- /O•Cb• s DE IHC A tf:!r[]f8:[ar A LaTt Setart4 With °s �1 3• � round nao0 rivet GRATE ASSEMBLY DETAIL DRAIN PIPE & RISER of � • � � 4T$ NOTE: Befors rs13m2 ikten pig 3< Cl grind to fit ( } rrnx. 40➢] NO CITY OF RANCHO CUCAMONGA 7r�,��r 1�jCa. I` I� L+� v� ti�� ---- ' �i STORM DRAW IMPROVEMENT PLANS FOR w •� �>'�`fq t;3>, 'A concrete t - Q�Of ESS/C. p D 3 ,, �e (Y �..; �� LAT. . DAY 1 & LAT. "DAY—2" �1 A ��k p�� _ PIPE QAT ® 0 ��'� � `�� AND DETAILS lD ,45598 NOTE: 'r ' AL OPENING Exp. 9230 05 r7 CFD 2004-01 0 PSI; � yap* rtld� c� voni re:6s) P* ROW2005-00275 ,�+pt oc+4 f,►tlrtgs to Ge goivanitcd. '�' CI V I! � 211• Cote h�WS to be pioced on chonnd s�6r when appLcohfe. TlF F �,�• Gcts to oM cw3F from Sired rherf 9pp+i:v�ie. CIF CALF APPROVED BY DATE: CONSTRUCTION NOTES �' �,e pipe Guts shall be p6riled yettcr. CITY ENGINEER �� RCE NO 24953 ® CONSTRUCT 30+' RCP (D LOAD PER PROFILE) CITY OF RANCHO CUCAMONGA DESIGN YOefr 17329QedhilAw REC ED 5 CONSTRUCT 24' RCP (D LOAD PER PROFILE) J.S. ® STA. 74(58. 10dk iso Q CI #F RA CHO CUCAMONGA VERTICAL CONTROL R.C.. • ' •o a 1 e M kvm.,a 92614 Yowc 94P251-8421 IF ® CONSTRUCT CURB OPENING CATCH BASIN PER OTY STD. PL 300 (W AS SHOWN ON PLAN) SET 2' BRASS DISK IN CONC. CURB STAMPED DRAWN :c M u►T: fAk 949-251-0516 SHEET n 'CITY OF RANCHO CUCAMONGA BM 10090 198Y D.L. P t ons e N o 1 N s s A s s u a v a r o a s 3 OF 21 0 CONSTRUCT MANHOLE NO. 1 FOR 3B' PIPE OR SMALLER MODIFIED (OMIT MANHOLE SHAFT) Q,2Es'/SEOAG/G/1'�1f,/YTOf'�'D. 1.4T"DAY-2" c�Z�.� AT SOUTHEAST CORNER OF SUMMIT AVENUE PER CITY STD. PL 318 (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED ENO 20596 DRAWING NO. 61 CONSTRUCT MANHOLE NO. 2 FOR 39' PIPE OR LARGER MODIFIED (OMIT MANHOLE SHAFT DESCRIPTION OF REVISION DATE CI AT END OF CURB RETURN. YEAR LEVELED: 1987 S.C.M. 2019 D2 F PER CITY STD. PL 319 APPROVED: ELEV: 1534.374 DATE ILE NO {:\60400\CFD-SD\SIP03.dwg 3/16/05 PROJECT SHEET NO. OF _r F r I I I I 'I __fT_ f7f f 7— 1 _F I _FFF I I I F I F v F —EB 2 -_ - j - FF _ —45 _ — 7 — _F - _ _ _7=7 -F -So _ — F-77 Fr - -- - -- - -- - - - - — - - - , - - — — — — Nf H�l� r , -W =4� HGI FFF - - -- - - - - - - - _ - - - - -- - - _ z - - - _ em m, _ Q� ��� - - oa - - - - _ - - - - -- — - _� Pos t�ScE eo�rs 3� cF F-- PROJECT ' F ��FF F � rip TE - — — - - - — - -- - _ — z- - - -_ -__ _ _ _� .� � � �� 4�1'��� � �-- �� - ��� - -- � _- -� � -- � T� - �`OI�S]�T27�O�EJ�=�6 RF.t�- tO�,tF� - T°� � - - - = r;f' - - - -- - - F _F -EE - - - - FT - - -- - - T F F _FFF 1167a. I= - = F ___ �_ _ F — —F rF F F F - - _F — FF_FFF F F F6 F FF F F -- -- FF -� _ � _ fir � � �� _ �� �� �Y Q _ - - _- -- FF _ - -_ - - - - - __ -_ -17--r--T77 F7r _ _ - - F 4 _ _ tkF Fu _ - _=r==tEE� =�­ _= - � -- F _ - - _ . - __ _ _ -_ _10 11 12 13 14� 1 PLAN SCALE 16 17 18 19 20 1 —40SECONDARYs5xINTERIM BASIN C11 c_�t �• P w PRI Y FIRaT r FL�� BASINRNATF) SCALE 1"-40 56 GbB -------- N ---159 N + .N�B•" Bf PIP£�. LJV�pRIVA TE_ R0FXF_ON-B iii _ – – \ _ —{ 3'g�5�— C _ , 67� �i� �r vz u c — q � 4 $'�s --------- ---------------------- IY O �SEE SHEEt-W, 6 50 12+55. 17 + a � J.S. ® STA.3019' 118D 620.0 1 19 – – – – X00-�r L/NE '0DC6" 1310.06'-1- 36.43' 55 N 74 11 S6E �,, �1j0 t 6 t t L1 9)x s�' D I Y CiYEEK gU�Jr '4�, fly'11 _��- __� [w_�_--_ -'�-V11 �_-------------------1---- - -------------- ------------------ -_ - I CITY OF RANCH® CUCAMON A Cyl -- • �' ESS/ STORM DRAW IMPROVEMENT PLANS FOR CONSTRUCTION NOTES -� $�- �- r --- J ° LIN " �'i " CONSTRUCT 66" RCP D LOAD PER PROFILE® ( ) No. 20596m CFD 2004- 01 © CONSTRUCT PROTECTION BARRIER PER SBCFCD FILE NO. SP 101-1, –2 & –3 PER DETAIL ON SHT. 12 75 6 Exp. 9-30-45 ROW200 - 00276 CONSTRUCT 24' RCP (D LOAD PER PROFILE) clyo-CONSTRUCT WING-TYPE HEADWALL PER DETAIL ON SHT. 3LINE CF CALF APPROVED BY DATE:CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PL 300 W AS SHOWN ON PLAN CITY ENGINEER �l/� ���G� /��,�i��/ R CE NO 24953 CONSTRUCT MANHOLE NO. 2 FOR 3G' PIPE & LARGER PER CITY STD. PL 319 CITY OF RANCHO CUCAMONGA DESIGNR C "°"' Su3.350ah,EAve. REcp Q ED 6 CONSTRUCT JUNCTION STRUCTURE NO. 4 CASE I PER CITY STD. PL 333 CITY OF RANCHO CUCAMONGA VERTICAL CONTROL OOr1CN OvieCA92614 T //F© CURVE TABLE BM 110090 CONSTRUCT PIPE CULVERT HEADWALLS PER CALTRANS STD. D86-B (DETAIL ON SHT. 3) t A R L T SET 2" BRASS DISK IN CONC. CURB STAMPED DRAWN ' SCHULTZ FAX: 949251-0516 SHEETCONSTRUCT CDS J.S. FOR LINE 'DCB" PER DETAIL ON SHT. 13 A 50°50 '28' 45 , 00 ' 39 , 93 ' 21 , 39 ' 'CITY OF RANCHO CUCAMONGA BM 10090 1987' D,L. v E es ENo1NEEes suevErOes 4 OFCONSTRUCT CDS UNIT FOR UNE "DCB" PER DETAIL ON SHT. 13 118°31 '36' 22 , 5 0 ' 46 , 55 ' 37 . 84 ' AT SOUTHEAST CORNER OF SUMMIT AVENUE(CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE; CHECKED -��I CE NO 20596 DRAWING NO. CONSTRUCT DRAIN PIPE & RISER PER DETAIL ON SHT. 3 88°31 '36' 22 , 50 ' 34 , 76 ' 21 . 93 ' DESCRIPTION OF REVISION DATE CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 S.C.M. FF ®. APPROVED: ELEV: 1534.374 DATES FILE NO 209 ®24:\60400\CFD-SD\SIP04.dwy 3/16/05 SHEET N0. OF 7 -7F7F —f- 7: _FF F 17-F _F F-7 F - - - --- -------- -FFF - M F _Tf F--F F F _FF FF r WW v 6 �46 -117 --F! F fE� p__ A 24 _F -7—FFFF — FF FFFF F - 1 F_F f 7 F —f— --FFF F� F F- F_ FFr RE F —FFF,r FF T-_ F_ -1 7�tl) F-T T Tv T I 7N-X 7F 7 F T_ E� F: "F t3i 7 f tw F 7— l2f r _F 1- -1 86TFP, F 90 Fl� 7 4-e F C F _ IJ 2. FF 14f F FF F7 7 7 T 7--�--7— J qz) NJ ts- a —Fk- __F FT _FF F r K& n 7— Q F % lAAJ _5 MT 77 _F ME F F X _A, -pp ------ FF F Pi -,— i-40N,9—�� q: --_- I- I _ r _- — __ [�__ --- J_ ___FFF D F I —F E Ep T___ - — -[_ � - F _ J F F F I TEFFFTE PEP_ _FFF _FF _FF _F —F—Ff— F01 T7 FF—FF _F F T___T _FF -7 -77 fOF6.-6a 7- ie� IN FF __F 7-. F S( I H boo Z. I'$ 1 4d' f:E=-F-=—I A TE W_ ff��QTX= 7-- _J_FVE�T. I 1� aj I- J I _-A--:-r F F [ J F -7- — F 7= - r _F r7l t--- I : t—_ —Fr - FF _T7 T F F--=p T9 FFFF FL- FF F F OOE ql -45.5 CFT- I PLAN SCALE 0 21 22 V - 9.27 FPS 23 24 25 26 27 28 29 30 1 40' 0100- 205.5 CFS ac IN AV 2- ADD177ONAL COV& PIPES SHALL H E I/ �011 CONSTRUCTION NOTES �l &f,9 V - 11.27 FPS +Q_ OVD? REINFOKEMEMS 69 12.27# C044 LINE Duo CONSTRUCT 6T RCP (D LOAD PER PROFILE) COW 493.29 LF 6e RGP 1000 D CONST. 55.00 LF CONST 233.92 LF 30' RCP 1600 D CONST 71.19 LF coNsr. 166.17 LF 300 RCP CONSTRUCT 4Er RCP (D LOAD PER PROFILE) 0 30- RCP 1600 DO 300 RCP 1600 D 1600 D 5.12' (g CONSTRUCT 54! RCP (D LOAD PER PROFILE) \/" 0 (9 CONSTRUCT 3T RCP (D LOAD PER PROFILE) 0 98 4.14' 0 C INT 10-t69.84 CONSTRUCT 2,f RCP (D LOAD PER PROFILE) 22185.10 22-186.08 LINE 'DCbr BEG. PIPE CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PL 300 (W AS SHOWN ON PLAN) 14.90 END PIPE ­--=io-too LAr 'DC3-4' & LAr DC,9-5, CONSTRUCT MANHOLE NO. I FOR 3T PIPE OR SMALLER PER CITY STD. PL 318 22+90.22 CONSTRUCT MANHOLE NO. I FOR 36r PIPE OR SMALLER MODIFIED (OMIT MANHOLE SHAFT) BEG. PIPE J.S. 0 STA. 10+64.98 PER CITY STD. PL 318 LINE `e CONSTRUCT MANHOLE NO. 2 FOR 36r PIPE & LARGER PER MODIFIED (OMIT MANHOLE SHAFT) C6 PER CITY STD. PL 319 CONSTRUCT MANHOLE NO. 4 PER CITY STD. 321 J.S. 0 STA. 22+86.08 22+15. 1 1�pl CONSTRUCT CONCRETE COLLAR PER CITY STD. PL 329 LINE "DClr (1) ENO Aff @ CONSTRUCT VxW CATCH BASINS PER BROOKS PRODUCT CATALOG NO. 3636 CB. WITH PARKWAY STEEL GRATES CONSTRUCT 18r RCP (D LOAD PER PROFILE) qn f IN /,., -!2 's 'i �; 98.90 LINE '30 PLUG END WITH BRICK & MORTAR PER DETAIL ON SHT. I �> "i �; =IG400 LAr '3-f J.S. 0 SrA 22+19. 16 4�_ X 7- 4C LINE "DUr x� J�Q3 QA GtY4 26 J.S. 0 SU 10+98.90 v �i­w c W cp LJNE AY 07 �m, _r, - � — ;A X v f.i ji_144k ,I 10+1 "A cc .TIP JIR0 04V -T C6 z c)ul, 431 r- A L _\_J 21 C>V.�)% 0. gi, CITY OF RANCHO CUCAMONGA IT Ar Q0 C> Xlk STORM DRAIN IMPROVEMENT PLANS FOR e.r , t�>S/ '- lQ111 6A LINE "DCB*" 5 X Am e 04 N-1 <1 (�6 SCALE 1"=40' CFD 2004- 01 4h. 01 �; 20596 0 IV gyx -05 6 88 ROW2005- 00275 olot+�0.36 I 0 �,lo +01.39 5 r CAL APPROVED BY DATE: , 11 ::.jot CITY ENGINEER RCE No' �4953 V\0 DESIGN MORS1 17320 WhJ Am RECOI LINE VGB)l ClW OF RANCHO CUCAMONGA S.As 350 YED CURVE TABLE CITY OF RANCHO CUCAMONGA VERTICAL CONTROL R.C. DGKICH k�h^CA 92614 BM 110090 Y.;�949 2511-88216 R L T SET Z BRASS DISK IN CONC. CUR13 STAMPED DRAWN 5 C H U L f I FAX. 949 2.5 051 SHEET A 45* 00 ' 00' 45 , 00 35 , 34 ' 18 , 64 ' 'CITY OF RANCHO CUCAMONGA BM 10090 198r D.L P L liks a N I Its SURVIYORS 21 TB)-- 47-34 '5310 22 , 50 ' 18 , 69 ' 9 . 92 , AT SOUTHEAST CORNER OF SUMMIT AVENUE -OF 46 06 '56' 1 45 . 00 ' 1 36 , 22 ' 1 19 . 15 ' (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED CE No 20596 DRAWING NO. 0 DESCRIPTION OF REVISION DATE AT END OF CURB RETURN. YEAR LEVELED: 1987 S.C.M. A P PC RITOYY E D: ELEV: 1534.374 DATE _VS-46-05-IFILE NO - 2019 D2 I­ NICE= CO) %30= f FFF ?E t E:—=v f I I rv�F_—, r F r —v F� F F FF I F- I F Fl F- 'F ,B F Ft:- ff=F=k F—F I F_ F77 F F F W_ V v ......... F r—E F �___t wit rFl- 1.\6G400\CFD-SD\SIP05.dwg 3/16/05 PROJECT SHEET NO. OF All -T-C t a T M.4 'r T*� VAITET IN ANFI) B)f -frY T T FT7- IT_ F _F FFF- -F --F - F__- I 7- JqAD f9,?f F -F t 1_ 4 _F __ FF -F - -- := . 1 0 p m - - - -_ -- - . I - - - -4 IL -17 - - t - [ I - _ - - - -C r . - _F OV - - -_ - - F .7- 7- - -F F 7-- F 7 FFFFF F TTFF _F1 F FF FFF -F-4 j _FF FFr 1--J -- EF Np, -T I _ T_ F 7 - __ : - T-T r v ZZ __ -_ I - - -_ - - 7, 7-7 F T - F F- FTF Fr- 7-tc T � -0 T, =F=_f� ------ 4� t� 7 7_17 7- FFF tv T T1 p J _F I 4D 17FI7 FF F T_ - FF A- FU -J - _FFF 7 W_ _F F�F'- __ - - - I I -r - - _� F " - f-- 19 _ U _ _---Tt�0F7-S`0At' _ _ F_ _1717FFF -F F , , == =__v -- I F 77: - --�- - - - . F TEE F FP� 7: IV-r 77 - FF F; P F f--7-- F 7- 7 t - t F 1 rl V F_ fgf9F1=_r9_ r-m-F F __=17- f 77-17-F-Fu ==#7 F-F 77FF7 j F 7=7 f FF F L cqr F - F F T_ I J-- _FF-F F 7 4- Al m F A F 80 .6.3 F CIE I tj *77 _F 160 FFF F-1717TTF _F F t�� -- - - - -- --[- N =F __jTr 1170, FFF FF 7 r T 7 F= la 7- 9( Y IT- _F F, F I I I 77- U 0a 7 Ag 7f --- --- _= - - ____ __ __ Ff t-f 601v 5r li4 F F _FFF -I-, f -f7FT �m F--- K Lj 7 -F =r7f7F T A-— F----F-F Fr_ Bc 1�f F -7 1 ffE 4D TT T_F_- _F CON I W� E��- F- 7-7 7- cjrrjvT5:T= W V vil Y__ 1-0 T Ft 7 _F F 4^;lll_ --FFF T r__ T- T_T_ R -F - � R F I t__ rrFr 10 12 13 14 15 PLAN SCALE 10 11 12 13 14 LA T. 'FD GB P 1A 1 40' '01or 113.5 US 4.30 FPS N CONSTRUCTION NOTES k , AV " I r f IjI5600 V_' J 10+00.00 LAT �J- 0 Lp- ,i-f 0 CONSTRUCT 48' RCP (D LOAD PER PROFILE) C NSTRUCT PROTECTION BARRIER PER SBCFCD FILE NO. SP 101-1, d4 O'�00.00 -2 & 101-3 PER DETAIL ON SHT. 12 14449-24 101 (j�2 D93 (1�D3 X4 1 141 64_26 CONSTRUCT 54* RCP (D LOAD PER PROFILE) 92 1 f 1 0 0-e- -1 - END PIPE CONSTRUCT 2,C RCP (D LOAD PER PROFILE) 0 0A. cm (0 CONSTRUCT WING-TYPE HEADWALL PER DETAJL ON SHT. 3 1924.9 (9 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PL 300 (W AS SHOWN ON PLAN) 1 90 88 C-) Ar eek, I w. T (@ CONSTRUCT MANHOLE NO. I FOR 3(Ir PIPE OR SMALLER MODIFIED (OMIT MANHOLE SHAFT) 89 C92 1 JD IN PER CITY STD. PL 318 --------------- ---------- -- (K3.�6) J.S. Q S rA. 14+66.00 2�23 15' SE91? I, (@ CONSTRUCT MANHOLE NO. 2 FOR 36r PIPE & LARGER PER CITY STD. PIL 319 C6 LINE "J" 7:;' EAsEYENT CONSTRUCT MANHOLE NO. 2 FOR 36r PIPE & LARGER PER MODIFIED (OMIT MANHOLE SHAFT) SCALE 1"=40' 15, STORY DRQN PER CITY STD. PIL 319 I EASEMENT CONSTRUCT CONCRETE COLLAR PER CITY STD. PL 329 11-ss 11 An f INr @ CONSTRUCT CDS J.S. FOR LINE *,r PER DETAIL ON SHT. 14 (D ll 164.27 tiNE w =15�45.00 IAT 73 c,_ -2 CONSTRUCT CDS UNIT FOR LINE *,r PER DETAJL ON SHT. 14 PLUG END WITH BRICK & MORTAR PER DETAJL ON SHT. I jj+26.66 61' ------------- EC c� 420- T, 10-f63.74 57 w c Rica J.S. @ STA. 11+64.27 END PIPE At ji, LINE tf 2�ul N 74,1 r5C E 66 5 c DC8 >4 .4 )5 J.S. 0 STA. 10+71.07 c> LA T. "DCB 1 1 c6 D - 0 3' au J. �J` % i�,, .V _j .1c CITY OF RANCHO CUCAMONGA ------- - --------- --- ---- ------ �r cv X, STORM DRAIN IMPROVEMENT PLANS FOR C'V -.1 x-� N4 69' LINE V__ ,9f94.00 BEG. LINE X (PRIVATE LINE) > U No. 20! -4 M 1880 (PRIVA TE_LBVV��� 0 ? J.S. @ STA. 12+ 12.2,5 5 CF012004-01 5 -00275 �18 ROW2005 LINE CIVIL 7 X D CURVE TABLE APPROVED BY ATE: CITY ENGINEER RCE No 24953 5 T R L DESIGN RECY�O�JDED Al 0 9 3 1 173 SECONDARY _GA 38-59 '48- 45 . 00 30 . 63 , 15 . 93 ' CITY OF IRANCHO CUCAMONGA 20 IdU Am �0 Suits 350 iNMRIM BASIN -GB 16- 04 '22 839 , 0 0 235 . 36 ' 113 . CITY OF RANCHO CUCAMONGA VERTICAL CONTROL R.C. DQKICH tr�iim,(A 92. 46 ' 614 rVol BM j10090 V.i�949 2518821 -4� v C 27*28 '41 ' 22 . 50 10 , 79 ' 5 . 50 ' DRAWN SCHULTZ fAX- 94925,05,6 SHEET Sfe SET I BRASS DISK IN CONC. CURB STAMPED 22 . 50 22 . 45 ' 12 , 26 'CITY OF RANCHO CUCAMONGA BM 10090 198r D 114011411as -SURVEYORS 57- 1 Ill L _ p N a it 5 6 OF 53- 15 '50- 22 . 50 20 . 92 ' 11 . 28 , AT SOUTHEAST CORNER OF SUMMIT AVENUE (Fy, 20043 '45' 22 , 50 8 . 14 ' 4 . 12 (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED 01 CE NO 20596 DRAWING NO. 0 G 57-43 '56- 22 . 50 ' 22 . 67 DESCRIPTION OF REVISION DATE AP CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 S.C.M. _ool T E 10 FILE NO - 2019 D2 Ils- 12 , 40 ' PROVED: ELEV: 1534.374 DA 0) F F; F TF F FA T I of QV6f F; T p 17 I-\604W\CFD-SD\SIP06.dwg 3/16/05 PROJECT SHEET NO. OF I � I . I ---------__ - __ ... — I I - __ _____ — ------ _ 1 - .­ .... . . __ _ .1 - j-- - , _= __ = - �� ___- --t__ - ___ � , :_. . �- �� - r __ - __ -, ____ ___ �:_ - - -� �__ ­ _­ : :- � I �- - - r - �- � w : � .- : __ .- _ _ - p- -, =_ - - - - � � � � I- - , -�__ ­ __ �� - r . � -_ f � - : : -, - - � w : : ::: ::::: __—:::, — -17 —— - . - � - :: �- . . .. ___ __ - __ - �__ - - . - .- , - - : - - —— __ . � - :-�- �— . , -, , � I- - - , - - - — _ _ --- , -- - _ ____ -Twt 6 - __�� : __ -. - - - -c- - � __ p I: . ­ . - __ _ -- :: � _ _ _ _ __ - 0 1 ­ ___ - - , _ : .. . � � �� .-- - - I . _ - 1. I w � . :� _ __ __ __ �_ . --- � -_ � - - �, . H _ - -_ - - I � - , _­I- __- - - - ...... - I __ ­- .. I -FF _F - --- FF F F - __ . ___ __- = � � �� . . . - ___ _.- - .- , �__� I . I - - - .____ --:-- , . -w - ___ _. :_ - I ___ � ___ r - _: __I - � � , - __ - - - - - __ - _ - - - - - ­ __ � ­ - ___ : ___ - -- _ - - - 7� - ­__ - -- t ,IV - 17 - �__ - - __ _ _ __ - - - ­ __ _ _ - - ___ 41,16 � . T_ �_ - F F - - =_ - ._ _ . - --- __ _ __ � __ Ili - 1 � � � __ - __ - ___ _-, __ _ -, - - _,_ _ �� __ � . - - - - ­ - - - - - �:= - - t=- = = - - ____ ___ __= :L___ -__:_, �_=_ _-- 11 � -, - t- t _____ -_ .- - - F�--_T_-- - � �� - FF .. - f I - f _ _ __ ____ ____ ___ _____ _ _ -:= --- : I .... I'll - - I 11 - I - _ _ � - - .__ - I -- _ _ �_ + _ J , ,:- - - ---- --- - _ _ .__ ___ ___ :_-___ - - __ __ _ - � - - 7ii__ ___ __ ",- : ,- ___ - ----- ,--: , � . - __ - - I .... . __ __ -1 1. I I __ ____ __ __ ___ __= _,:-_ ____ __-1--_ - ,--- : 7 - � ", - I - , - - ­ _ _ __ - - � - .--- __ ___ __ _ ,-, _ :___. -= - - - - - - - ___ . -__ ____ _____ __ -----" __ __ ___ ___ - ____ __ - - - ___ � ___ ____ --- ___ _____ ��% __ -__ - � ---r-- __ � - . - - - - __ - _ - -1 - I-- �_A __ --- - ___ __ __ - - __ - _ _ _ � ___ - _F _F � 1–v.. - - I- ___ I � I n �=— __ � — � � F�= _ = = -_l____ __ __ _ _ ="_ _ ___ _ �� __FFF_ - r__ - - __ __ _ _ - .---- - __ - :-- - - =FF �_ - --- - ­ : _ -__ = = � TF-7- F - F - __- - I F . - - .. 11 '- I . I __F� - - - __-_1 , _ _ _ __ :_ _ _ - 1 - 11 - I I � ,- FF - __ . -t - - -1 __ __ - 4- __ __ - - I F � - - I = - - - - - �� ___ - - - - - - - __ - __ _____ = -, — -- __ p __ :,- r_ - - t__ —, — - - T__ -F_F_ __- - F- - F- f - - ___ __ f - FF - - F -4 __ __v_F__v_ F - _FFF F N97a- L�,- IqNlk=.- __ - � __ �- - ___F _, - � �-- ____ - = — � � — — _ __ __ ­ � .- : __ � ___ - - --, :___ - �- - 7__ �__ - __ - _7 __ w=_ __ ___ F_ - I I - -- -_ -_ � �= - -r- - - ___ �,� - = __ FF - 7- -___f7'__ ` - , ll9li!q8w_ - f&RA f - F � I sl- __ _FF _ _ FF: _F_ FF :7--- ­_ _� - F _____ - - f, IT- f___ t_ j -1-4-1- - ___ - - - -- - I- 1- j _ _ r---7-F - _ _ F s - - F' F - -__ =- = = __ - � - __ __ I I f - - �__ - - - ____ - - 77F V _ _. _ - - - _ _ ____ ..- __ __ - - F F ----- -F' - .. - - - - , ____ k - � _ _ --- __: 7--- ,-- _-- ­ - - t- := ___,__ I .- ___ V- t --71 -- - ­ __ �_ -rT= .-- - ------ ___ _ _ 7- _ __ � ___ ___ =_---,---.---- --,--- = __ - = = __ - 7 I � ___ ___ ___ --I- - � - - __ - � __ = :: � __ r T � __ - _____ , __� - . - - � :=- _j_:_ ________r__rfi� 1 , -it - �____ , _ _F F __ _T f _ -CAPF981 IL4 � TIM - r ­_-, � - -- --= _ � - . -_ .....--- -F I _-T F r - - _F`FF - - Fj7T-- F, t:i'_FFF -FF -FF I �= ­=_ ­. __ - = __ I- P F F r P 7 F i- FF - LFFFT - -L FF, FF FF FF . = � _r - - - t t- I 1- - t--- I F �r= =f=_�_=_ _ [__ l ;T t f "' F- ____ .% . � : - __ __ ­ __ -- - - � 1 , - - � - - - - - - _�_ __� s r,-- 7—F - __ ___ - - - __ f - ,_:i - - -, - 7 __ - ­- ­- -- -1 - ­ . - I _FFF � - = ____= ­_ _ == � -. = = _� = - _ _ �_ - ____ ____- � = __ - - = � ---FT - - - : �__ � - , - - _ _ - F I 1� I -�- � . I_ _ ,-: - - =�-`- r t : - - r- --T-7-F - :- -- - V-�. - =�-- - -- =t=- ,---- _FF- - , _ . F - - - - __ 7F--FF : F � - - �= ��____ . � - - _. - __ I �_ �_ - - , -- - ___ ____ __ - ­ ­ - - ­� �WF � --- - -- -- --_ _ _ � :__:�_ - I__ � -_ -1 � : - .- - - �- I - __ � - =1__�__ ____ _= � -.- - - .. .. -11 - _Ff I = - - . -.-- - - -- [ - � � _ _,� --- --- - - �____-F -F - - --- _-_-_,____ --- _-i: _____ . -- ---FF -�- �- --f- , - �_q_ - --- :-- I - F F F � LU - _ _ __ � I- � - I - - __ - - - = =__ � - � ­­ - - ,_::�_: 7:----, __- - -;= �� -r-F - - - - - - f =� = _ __ __ � _ _ _ -f -FF--__ _rF = - - _ _ __ _ __ - - - - :___iz - L_ _F_FF -I ­ - - - � - - - I -_ - . I __ - - - ____ ___ --- __ / _- - j - 1 - - - __ - - - - , _ _ 7__ - - - � __ _' .--z�- _--t-_ _-F �l � + T - -F v __ - - � �Frp 14 __ __ - - I - OUND EA 0 mDwt - -, - I,---- - -- -- Fk- - - - -= -=F--- _Ff_FF_FF -- � F I- - [ 7f- -- .-- - �___ I - F I_-- F � � c. �s � - -I - e�qAf4t_,(W� -t- __F - ____ �_-_-F t . � I'll ___ 04 ___ __ ! ___ - 37 __ _ 41 - - t7 z x FF - .- - __ - - _FFF t I __ r -1 17FF, F= - ..... T_ - - __ - __�___ __ �_ I - ------ .--- _ - -, %% - -- _ - =_ -A- I . - ___ _ - , - -1 , _ : ___ ___j - - __ ­ ... - I .. .... 11 I I _ - 1 1% __ __ - __ 4 - I _____ � _ ____ ­-- __ ___ - ___ �t- ---T---- __,-V __ F--F I __ - -FF ­FT_F­FFFF - -- . - F ,--= - FT F __ .--- __ __ ____ ___ ­ _-Z--- -F I , - -I �� - --- =� - -, - � - - __ - - I � . I - = � - . - - - I ­ - ___ = _ - __ - _ ___ ­.- -7-__ = - - - I—— - __ _ __ ___ I-- :_ � � 1 . FF __ - r= � __ =-- - - - - __ _ 77- - __T___ __ .-! 7 F, r_--_ V__ - '_'_ - �� , ­_ -- 1 - - __ =:-- -- _- - -, I � :_ -- - - �- __ - __ r=---- _ r _ _, FE - I !-'-.-[_ff- =--- T __ A,�- I ­ __ ­ , ­­ ­_ I- T7 Fl FF : - ___ ­ r __ j7F:____ ,___ ___ tZ��_ � �,_ : - --%% + � _ _ _... - __Ll^ __ � 1- - ___ __ __ -:- - 7--j- - - - - _: �� h - - I r .flu F�1::,;�I- 7 - - -- - - - : =r . '� - - , ­_ - - - - __ , - __ _� _=I_= "___: __ - . I - - - __ - - ,�l �­ �:_ - __ 7� . - - - ��_ - - __ I ,__ - - -1, yl - �'_F � __ -7� �. t I I - - Ff k f Fff F - T L_ - --- I ­ - - __ -, - - -___ --- _____ J- = r4/ w._ 7--7- - - _= ::_ :=�::7 ____ -I r � � :- : __ ,__�i_: __ . - - - I � I - - � r� ` - - - - __ __ - -____ - _ ____ , ___i_ - : . - __ _ _ f7--__ =.= = ,__ _.- � 11 � . , _-_ __ :=_ ,____ ____ _ -, -F, ­___ - __ � - __ - I I I � - I - :: __ = I __ - I _ __ ­ - -1 - __. --7 - ____ __- I - �_____ - I . - --T-[--- --- I - __r-__ �=_ I ____ - --- __-� I- __ , : , __ __ �­ , - F- r F F __ �_t_�=�=FFP,___ - - . F::� I - - %% I F - - __ _____ -- I I : - �-- . - - . % I �_ I � - _= --=-% _____ ,__ - __ - 1 I � . . - , I - - --- -.--- -,-- ,-- - - ___=-_._ - __ r - _. _ _ � . __ _ __1_ r - - - F , __ - __ - 7 � r - � "�- '__�__ : _- - ___ - � = _ - - - - - 77-7 - FFI�� -- __ - - - _-:- -- - __- i� ___ -___ __ _1= - - - - - ... __ - -7T _ _ __ _ ---:- , __- - ��i__ _____ - �_ ,__ _ __ __ - -- __ . - 19" . __ [_� ___ . �r , ,--_ _ _ I - - :--_�- - _-__-_ ,-7-- ___ - - .--- =_ __7__ ­_-7_�__ �__ ­ - ­ _ . :_--_- ,--- --- ____ __ _ ��__ = _�____ --- _­ = ____ - ____ - ____ - __ � % ___ :_ � � __ - m� I - - --- � __ ____ _�� ,__ - __ - , -- r- , - - - ____ - - __ - , � � - - r __ - - - _= , __ __ ____ _____ ___ %_� - � ____ , - - . - __ vm- -� A - N��7 - - :i:� _L__ :�__ __ .7- t7F,_ 17 -7 , - ­ � --- . � F_fK_ - I - . _�__�__=t=__ - f�f_ . - �ii�__v EE J_�� . I - __ , - - 1 t - -,_ _ � __F F F F -1 - - __ =_ ­ � -t 7-=- 1 V - ...- - ___ �____ --:7 m___ - _r - - � - EF1 1 17' -- - - - ­­ ___ f - - . . __ 7-�__ - = =- ____ ­ �� - ,- __ �:�_ ___ - ____ - - I - I __ I - .__ - .- - I � � p%__ - -�- % �­ - I � r __ -1 - _-- _ - ___ - I" - __ . __ - � - � � - r-_ ­ __ _ __ �: - __ - ,- -:_-_ �_ p___ �___ __ i- _r - ____ ,__�___ _ __ -_r -__= ,-_-- I-- _-_-_-_ ___� - - - ___ __ __ _ ___ . - - _ - %% - _ _ r _= =_ -__I --- __ = __-___ - - - __ ____ -,- I - - __ _f7F -17 _ _ __ __ �:____� = ___-�- �t._, - __ ­ --- -.r __ -i = 2s, . �_ T - = F t77- - k_ F __ __ __:_L___ ___ _ - __� ------7-F - � ­ ______ r % - .__ ­_ - --- - = -I=- - - - - - - _ _ _ _ - _ _ _ _ _ _ , ___ 1--j - �_[ - ,-- : - - - �__ , - - I- 7::_-� ___ - __ ____ __ - I � I � � . I ' - - ___ . r . - ___ _ - = _____ --,--- - - , ­ - -, - - __ ___ rll --- _ _ - ___ = - . __ -r - � - --I _-__ __ - _ __ _ _ __ - - % : - - - ____ - � __ - , - __ , ,- - - - - � -- ___ - �___ ___ ___- �=_ ___- ­- --- --%- ___ - - ,--- .=-- ___:�_ _= :__ - -- - r - -1 - - � __ I- - __ t___ __ ,____ - 17 __ _ _ _ _ _ _ : __ __ � � - � �_� � ___ _ _F7 -- =t= = ___ - - ___ - - -__ - - - __ __ __ , . - - I I - - -- ��______ - - — ___ - - I-- - __ 1 - i � ­_ %-. _r - - I - = , --- . ____r = - -- Li:__ ,__ - - I =_ :____ --- --- ­ � � - -�____ I-�_, - __ . __ r - __ - __ - I - - - __ __ 7-:7 7- --7- . - - I - - - . � - , - 1 ­­ ____ ___ __ - -- __ - - - P��j��j - - = -__ . . __ - F- __ - � __ -_ :_�- - - __ v-- --- __r-- _: ___r_ _= -_ _-__ : - ____ - :I X-- -- - _ . I - --- - __ ---- � - -t ----- _ _ I fr - F% __F_____1 T - - F I t r - ___ _ _U_ I ___ � _ J_ 4____�__ t __I- - I-- -1 -- --77 -: I- --I I t F - - - *_ _FFl_ -FF _F,- - - ,� - __ - _7 f__ rn7f r-, f��r=r�__T7 - - - F:�F I F__:_ - I F= = .� - F _ ... ___� _:;;__1.7_::=_ FF--FF-F=- - -F--F-= t- _t7r=___FFFF_______F_F_ rrr"'FF-f-F_Fl�-- �- --=F- I - __F 7Ft - = -� I == - � _r_r__ ___ _- j___% _1_ 1 r o I [-:_�_ _--� - �7_ - �_�ii I --- �-=:A_--_--_----_ __ __ . - - - __ __ =___ --- ---- __ _ - - _ __ _ - __ --,- --- IZF FF_F7 - _F- I -A- - F � ___FF __ - __ _ [_-7 , - - , __ - __ __ _ _ -F - I =FF _ _-F -_ __f_- [7: t - _ - __ , _ __ - -- ----% �___ ___ ___ = --f____ ____ _____ =F - _F - __--h� ' -1-� 7-7- �____ - = =-777:7 __f=__ ___1 �: - � ___ _ - _- , __ =__ F F - - r I - � -,- __ ___ _ I r . __t_ _ _____ _ ,__ ' ': - ­ _ -_ �_ � I - - __ =_ __- - - - --- - - - - - ,-- __ j , _ � - I - =- __ _ - - ­ I - - -_ : - � ___ - I,- : -- I -- __ r .- � - - -1 . - : : ---: - p_ � __ __ __ - - _ _ �__ _ r_ l - - - t- [--7- - - - __ _�v , ,- - �F ��,= �7_Tl t __ - ___ - --F__ ___ ,__­ = r - = __ - - ,�� =1�f t i�� - __ ___ - _ 7 .=._17�_ I- - - - - ____- -__t 7F F- F r - - - - . r=_ - ­_ - - - __F- FFF T-F FFF r-__ __ ___ I - . � - __ . F - - - � f I r � __ % : : - , __ �--- . %% - ___ r - - _� _ - --- , t& I I - : . . = - �== ___ � - - ___ - _ - . -, - - % r - ___ ___ - __ __ - - . � _.- - ___ ___ - __ - ___ _= __:_ --j-_ - 7�;�__ __ ­­ ---- -- �J__ -- ­ - � - . ___ - I—— - ____ ___ � . - � - ____ ___ ___ - . ___t�E -- - ____ . - - ­- -___ - ::= __ t_____[-%7 I-= = ____�_% - ___ __ i��L �� -F - - - _rFF_ .- -F- - - - _.- - - - -.-.-.- - - .- - - 7 ---.-- __= = �:::__ - - ____ == __ : _ _ " - � �_ � - � ­ __%:�: __ - .� __ _�_: __ ___ - _. - � :,_ � � -1 p .- _ � _.� _ _ __ = -__-_ � �� � ��� - __ - - � . - - __ - f : _ - - - _ _ __ - - - - - - - - ___ _ - ­ __ --- __ - - � -- �______ - -- ----� - t---- ---- ­ _ ­ _ __ ___ _ ____ __ . : -;I,z �T � = _� = � = � � �=_ _ _ - __ _= -____ __ _____ - - - -- - - P- - __- , � � � �­___ ____- __ __ ' i777i �_- A _ _ - F - _____ I - � ___, _ _ [-�� -- '----I- -_1 FtFT - _F --- ---- _-+__-l- _� - _:=:�� �_r -V�_ �_ F __ % �- :___ ­ _ _ F- V= r__T _ _ f 9T ,;� - - - . � t- ----- - M t� I-, I t� Ft F - __ _ - � � :_�- - - %_ Inv 1�_192____ - I - ­ --�= - - ----% .--= ,---- . � .- -1 - __ �:___ __ - � - __ � - . ,-- %�_, r 11 I - .. T__ =7- Q h.,�7__ - =T ___ -­_ __ �- ---" __ � r_7 r- r- ___ I � � - = L___ - ­ - _f7__ - -- - -- -- _ ___ __ - ,--r- e - = - �l �a __�_ - - FF - :-+_ � � - __ - r-"-- 2 - r- ­ --- ­ ___ -, �- --- __ - � � 11 ____ - I - -t=- __ _%_ � 11 - _�� � — I I - I- - - _� _ = --- - f __ _. _ __ ____ - __r __ - __ _ _ _ __ - T - -- . - - =_ - - �� __ ____ _-­ I -­ - - . - - - - - - - - - - - - . i___ '_= = =: = == ­_ =_ : , . - - __ - � - - ­ _% ___ - - - __ __ ______ - -- �w� = ____ - __ ---.- - - - - -11 __ = ,_:�:- ,-- __ - - __ __ __ __ -,_ - - - �F:7 F F____ ___ _ _ __ - __ --- - - ____ - _- , . - -- - - 7�L_ ,-- - - -__ - ,--rr - �__ - �L_- -�=--- -90 F r _� --- - r- __ - - I ,L) = __ _ = I =1 --r- _ _ _ _ - .. . - _.- - - ___ _: :-% ,--I � t - ______ _17_vr _FFFrF _ = - � � ! �= :F-- - , -- p I - - __ ___ - -1 �­ . - - . � � _ p - - . , ___ - -­ :__: ___ �____ � - __- ___ � -rr - �I , - _ - . - -- __ ___ ____ w_ _ _ --- - _ - - ____ - -_ % - -A - - - - ­ -_ - _F_ = -_ - - � - - --- - _ _ __ - -.---- __ ---, ,--- --- - __ -__ ____ _____ - ____ - A --F-:::-----r- -- - v__ ____ - I - __ � - _1=____T___ -__ __ — �___ % _ __--:--F --- -= ::-+ = rw- __ _ r - E�l lil DE -.­_�_N N�' fZl __ , T__ _ - - �= �� —�_= - � I - F F F __ - __ - - - r- -f--F--- __ . - I ­­ ____ - __ - - - - - - ---t= =--- ==- == =__��:� � I - _ � __ - �_ - __ ,_ - ­­ A��: --- - = � � __ - _. -­ 1-1 11 _Li= _ � . . , I - T - - _:___ � - � ___ � - __ - ___ I : _= I = - . I - - __ - - _ _ ­ - - �_i_- - __ ___ � -r __:_ �__ ____ _ _ _ :_ : � ­ - - __ - - __ __ - - - � - ---- -+ r�, - '_ � - I - r : - - ­- __ , , '__ -,-- __ .-...-__" 777rpl�_ ____ __ __ __ -== = - ___ ___ __---:, - - - __ FF- - - - . _ _ _ __ __ -,-- - - , __ __ _ _ _ - - --- --- - - � ---- -_ - __ - - ­ _­_ __ � - , - ____ - - _ -, : , _-- ---_ - -- _-i_-_ --, , Fl I � r - ___ ___ ---- ---- __ __ - r - - - - - _ ­ -.--_r- - - -- - - - - - - - __ - --- -FF----- I V-F- - -- 7N �_ �__ ---.-. - . I - � � � =._ _ - - = ___ __ - _ __ - = ­ - - - ­ _:�7__ __ ____- -,__ - FF � F �_7 � - __ - _F - F - - - T - 7 I ­_ __ - --- - - - __ �= ��_ _'L� - - - - � - ­ � --- r �_ _ - �___ ___ =_ � ___ I - �_ ____ w___ -- ____ __ _ _.-, :_-- �::=_ i ____ __ _F ___ ___ F � :___ _ - ___ __ _ �_ '= --- =�o v __ F - - � -f 7 F ____- __ c _ -F_ -1 ____ FF__Ff_. I _1 ___ - ­ k _____ "--- _____ ____ - - � ' - I -�_ _: =�_-___ - - . .- � � - - — : - : - r - - -__ __ :_ _ ,___ pa - --T -- - -- ---:- �__- I ... ­r ­- I - - I - - �_= ___ -- --- — __ - - �____.���f___ - __ r p __ — -cl� — — r ��F ____ =_ —r-- - — ___ __ _ --w :_1. I ____ - I � : � - - - - - . � - , - - - __ - . _ _ , ­- - ___ — __ - ­ Ir - - - - - - ___ - % __- ---- - �- t-=-=-t==- ____ _% .. %% - _r - .- - - - - � _ _ � I I - - _ _ ___- - — __ - __ : Zv_r- - - - � r- - __ ,- __ ___�_% ::7- __-, __ -7--F__=F-E— � r � I . r - - , � - __ - __ __ - _- r — Qt ::- -_� - - - _ _ _ _ - �::_:�: - -_- ,— —r- I I �� I F — _�� __ 1 a - �� � - ­ % __ �_ :_ _ - - - ____ _� - - `�_ __ F F_ _F FF _F- _:, FF = - __ -=r-_ r< F_11-:�: - :--- �-_ '_ - -] ___ ___ __r_ _ t--- ,-- _PF _ __FF�� -_ I __ _ _ . __ - - - � - _ _ __ - ___ - r -- 7-jW- _F717 tr�:___ Ft_F � r=r__ �. rr r-=--r __ ____ __ __ - � .. I � . - I - - --- - - = __ ---- ,r-, "I - --- _____ __ - -- I % --- ____ - "" - - __ - I= - I __ __ - �:­- - a, - - -= - - _-7- - j - -- -- --- � 1­__-_t:��+__ _7 --r----- - " ----,- --F f 7- -__ __ - � --11 ­­ - __ - _____ --- - %. 7-- - �-,--I - - - . � __ r _F - fg- MIT - F r - _____ - +-+--i +_�--j- h.- =� ;t ___ - - - - - - -- - � _.-t 7 1��� �___ - __ , % 7_ = FgEgE F-FIEV F r_v_r_____ - -wt--- - - - F _ F- __U _F F_ 4______f_ -F_ _ --- - r,--- --- ��r__r r- 7 -- ____ ___ - I- - � �_____ __- =__ __ _ __ __ _ _ _ _ - --- ___ t- __ ::- I M. r- �_ �_ 17717-r-_ __ __ o � IQ Ir- --- � - - .- �� - - -f - r __ 7 - - flwXT__ [- � �_ _ _ -I- _= __ _ _!____r -_ :- __ � __ ___r_ _T!'�_ 7- __ �__=_ ____ _w _ _ _ _�jf__ __ _ _ - , - __ — F__ F-7 �, TT_ FTF - = -F _ _ F f__ -, . ­ I I - : --FFf7Ff7 FF FF F 4 7F -- -_.— I - -- - - ___ I—- __ - - - - T--- T--]77T=_T__ � . __ = T_ _ _ = � _ � __ � ___ - � __ __ --- - ­ = = ",=�-_�_____ _=_ ___ ,_____ :�: ___ - __ r ­ -___ -1 - __ ___ ___ - . __ I ___ ___ - � - -_-_-- --- _____�:___ ,____ ___�_- __ - _ _ _ _ ___ �_ ___ - - -= __ - - - �� �= - __ - _: r ­ - %_ ­ - -­- __ I - __ ____ ____ ____ -­ I—— _­_ � __ --- ____:__1_7___T_= ­- ­_ ­ - � �__: - I . __ -1 - - _: � - -___ ____ ---__7 _-F __ - - ____ - I I = - - - __ .- - - - - - - - - _­ - - - - - --- - i - -� __ ___ - - CON$ T77J -fw-f!!L-J_,60qL_D- - - - __ L__ __t��. __ _ _ � �� ,-- - __= - ___ % __ - __i�� � - _ __ __ - - - %-- __ - r -r- - __ = _�_ __ t t - __ T - __ _____ ____ _ - - - - _ " T-T-T F_- FFT_- __ - - - - - - __RP__T_:__:__vl7__ __::_F--7---F:---- - - fu F- FF __ F - _L F __ I KL .-- - = _= _� i-7--- - . _ F - . - ­ - --- � I I _t: - FEF-=:- h __t::_ - _ _ ==E� - -F F_ FF 0� -- I L FF- FT=FF FFF - l_T_ w _E E - 1 ­ ­ _ _ __ -",*. - — — - �._-_ __= ���_ — =7�____ ____ ­� — r . _,��� =- I--- %% - - � - -:� -- - ,-_.-. � -7 : - : -- - --- ----- — - - -_ ____- --- — --- ____- -,---- --- - - -- - % I ­---.� : - � - -:�: , q= ___ __ —t- a r- � - - - - -- -- - -- --__ ���� �� �.::---IE=t-=�—�—t��t�E t�E�:� , - - :- - ____ _----_- __ — __ -- " - �����r:::____tEEJi��_ — — �_ - _ _ _ : � ___ - I - .% _ __ __ - %­ _ _ _____ ._- _T_T_ - � __ = _ = � = . - . % I --- t-��---]- I- 477FF FFT___ ­ I .-- = - F _r__r -- - -c' I I I __ FE tE�v____ = JHH I 1= ___ ri+JEJ - --FF ­ FF; - - , - - 4 —r- � r- -11, - - - _ _ �_ .675, - - 7___ __ __ __ . - - . __ __ �= - ___L__ _%_ =__ �� _____�_ -FF = = �i__ = � = � ____ -- __ _--. _ :_ ___ - - :_ . � _�_ - -_ __ I,_- 1. - ___ - - _r - - - - - I— -----I---- =7___ _=_ = - = :___ _%­- �_ - � - . :_ : : __ __� IEE-9-- _____ ---��__ _�___ 9 - -__- r %-- . - - - - .- -- �_-- --- , - _��- __ �__ �H r �� -- -.- - � =� - ---__ __- t- _- ����v9r ­---I ­ - .-- __- = -_= __ = - - -7-- -- 1� , - --- - �_ = - ___- , r __ =_ _F F - __ Fr:_--r_--- --7-- - - __- - CONSi . I �___ - - FF___� - ! -__ __ V; F � =_ �� m __ r � FF ��rr -- 9- - _ % . . .-- --- -,_ �__.- - � ---- .__ .%-. �I-- �- � ­. --- ---- -- -- I- . I I- w - I -- _=__ - __ -- ____ ____- - ���� - __:_�__,�� - %--,-- , - �� - - --__, - , --- __ ,-- ---- -__ ­- - --__ - -= =__-- __ --- "-.-- - -I I- -- - - - r - I - - - - - - �t==z__ . I - I -- �--- _:�_- T-- . �- __--r = - - -- - r --99 = r---. � = - - = : = -.�9�� -- .__- __-- .--9- --- IV--- �= -- , - -v - - 9 1 � 11 - - - � - - -:__ ___= ____ - . - - - ­ - % I � ____ , ____ ____ = - ,---- .­- 9- - --___ ­__ ___�___ __ . - __ - F7F_ __ _ - - r r - 1 9 - - - - = - - _____ - - - - - --- = := = = � - — �P,LF�--ta4t-"---!"�I = - : - �:: - = = - _F - = +___ __ ___ - _ ___ _F - -t:--- _____ - -F F__ - -=F -FF - 7- __�F�� - -F _F--_FFF k_ __� r- F�_7__: F - - - 9 -V --7--- - --F---T7_-_� =r =r--'-Vr ;- = __ ___ ___ 7 _f _ - %_ - I - - __ - . - - - _— — — =T:-- - — — - ——9- , - =7- - = ____ = ,= �_--- -_-_ -- � -9 � I- . , - --- --- , _-- - - -_ - 9 � -- --I -T-7- ___ __- __ __= _= =L_ f= - �____ _.- ,--- ---�- _. _% ____- =_ L_ w____ ___ _:i-- -= . - __ - v - , __ __ - � _�_ ��_ --fi= - � -- - ' - - - - - � - - - - - - - ,--- - �� . 9 � - : -- __ . - - - - � - - - - - �r ::! -_-- - � = =_ - - - - __ = � � � ��� - , -- I I - �-- I- .-- - = - - I I - ­ % -- : ___ __ -___ �--- - _____ .- r-- - -�__ __ = __ -- - __ __ -:___ -- __ ,- -__- �_____ -___ , - ____ --- --t= - - --- - �:__ti- - - �_ == - -� � � -___ __- . ,- , 7 - � 1� I �, - ____- - - - -- - V - - - - --j- :�� __�_- I f---- -_- ___ -- _= �7___ : --- =--- _ --- - - = --JE - = __--VE�� _F= - __ ��__ _____ �= �,_=m ,______ ,---.- ---- - - - - � - - ._ ­- -- ---- -- F - F -:�- -- - �F� v - T - - ------- ___ __ _ - - - - __ . - - : �__T� IT ------F-----F-_j __�__�_ __ _ r - __ -,-- I - - - - � _ __ - - - -, - ___ - = ____ ____ -___ - = - -t - - ___ ____ ___ - , ___ - V-1 __ r q� - - - -F= tL_____ - -I---- --- t-� - �� __ __ - -,--- - --9 __ . __ , _ :1 - r% -__- � �- =�� = __ � - - �� ­­ -- ____- � - % [_- �i= - [:_____ - =7'=- -== �____ - - � __ -- - �_% - r- - - - .- - ­r- .- - _____ -- = = =- - - - , __ _ ­7�� P 9 4- ��� -r7-t7 -= _�� - �F__r - �:____ __E ���� _ ,.- __ - F____-F_F -r-_--F l__rr_ - _ _E PFFF __ ----'-I'' �:� F=- __ FF __- FFF - r I -1 ._-- -­­I--k-­r =v__ - �- - -9-- =- -__ - - F t - I-- - = �I - -, ____ __ - -- - �� �� _____ . __� __ , t- , - - -�� - - - -- �—-�-- —T-q-__ __ � -. . 9 - I - . ­ ­ I � - , __ - - - __ � -­ 9 - -- - - - - ____ - - - �� - i - - --- - - I - 9- r ______ __:____I __ ­ - ____ - __ --- -- - - � ---- r-- __ - - -- --- - = - ___ __ ----t-- I ­ � - __ 1__.___. = ____ --= - - -__ --=, ,=__X�= __b - FF-- ___ _=� __ __ - =1 = - - - ­ I - _-- ---- ­ ___ ---r-- __ -V-=--V�=-�-_f- --r-MfR +__ _-__- ___ � _ _ __ - - - ' _ _ - r _:� __ ­­ � __ - = ___ f__ -r- - .- ___� 7____ �=[_ - ____ __ = , 9-- -- �1­ -___---- - _F - __ --- = =, fi_f f7F7__fTF_F_--- _F�__ � = �_ = � __ _ � __ - _117F --F T_F=-----V:-7. .- --= t---r=-�-----r�--------[----- -F----- --FT7F F_-F_-_F_7 ___ __ f77 -w__ ___rvFEF I--- - -- . .9-, __ - -_�:-F F.- _­­ M15 -F =_f----F- F --FF F _ _ _ . __ _ :,FfTr_T7_f7F __ _ __ F_T __ _ _ _ _v_FFprv_=FpF9F"_pFPF F-F - . , F F ,�_ __ - -__ ____ 9____ __ _ ­__ -'- - 1---T- __ _Fl � __ -r___ __ � - --- - ---- ____-- -- ��F_---- - � =__ -= -- -=VE t-- V____ r_--=r__-t-=- - __ _= __ - �� M�� = :-%---- :---- - - - -FF - =r-- — _ = —_T=_17 — — —r---_-- F 77f F__ I- r r7l ____ - - - -FFFF - T; - - - -9 ___ F - � - ­ - , _F`F---' ----- --- - -- - _­_ __ __ _ ­ ___ __ � - _�_ __ ,---- --- ____ - - __ _____ ___ - . _ __ %_ ___ _ __ - _ __= =fE __ 7� �___ ::�___ �= __­ I � - - __ __ - ___ :,:: 7==- - _____ ____ __ - = ___ - r - __ __-9 � ___ _ � �_ ?m - = - ­___ - - = __ - _ :__ ____ ­- ___ - ___ - _= _____�_:�_ WA B, ,Ulf:�1,1= �-r- _F- - - __ - -FFF - __ - __ �__ _ _ __ - _: -u-�j i�!r__a�_- -�_�i__��:��r_l� rfff_ .. __ - _` __�_ - - F ____ r---77-- ___ -F` f 7�MO _�_ -F_ - - I- - F F_ - F7FF r=- - - r=- - . 10 1 1 12 13 14 15 PLAN SCALE 16 17 9 18 . 1"=40' L_-, r,--"..� _ CONSTRUCTION NOTES 0 \1 1_::::� :"/�I�f=-�I T EC-nON BARRIER PER SBCFCD FILE NO. SP 101-1, � '�,� __1_11, .___ I t----- 101-2 & 101-3 PER DETAIL ON SHT. 12 - - - :�� I---- ------- ..�� I ;, V118 '3"- ,/ _;_ ,__�Q'�_-�: . (g CONSTRUCT 5,r RCP (D LOAD PER PROFILE) 0 ­_ ---:7, -. 4,7�, ,-- -,-,--:��,' 'r �Z�1,- � -__ , �, 1,- �f, �__ � - I -1'1-� I _ "r I , " - __ \___- \\\, \' -, / \ x (9 CONSTRUCT WING-ME HEADWALL PER DETAIL ON SHT. 3 11 �� _�. - 9 "I_� �' r,,, I \�_ Y I \ 1� I -----' 19, 9' _�ll I ­ ___ __ - 53.1 " __ ­­ — :::f , _ \ - _ ­ _,-;, -11 , �f--_-V -�\ - I /�k, \ Q �� - - �/ _\ ,� ____�,� / - ----" 11 ��l A- 17,� I -:�9�-- I-, 11 -, --,,----------- --___� - a V/ I lz� 1'o,,,/�,_� -\----:-- - . ..........................I I \_�\ ------,\ I , ../_ __ __I----r_" __�------ _�') @ CONSTRUCT JUNCTION STRUCTURE NO. 4 CASE I PER CITY STD. PL 333 0 -1 " ,\ / r" . ___ I--- __ // @ CONSTRUCT WxX CATCH BASINS PER BROOKS PRODUCT CATALOG 0 - �' - _� , = I k� - _______� � ­_ , ­­- \ - I - -I--.- - - I __ \ __1-1\ - — it _1 - ____�____ ('\ __ ��7)_ ­ K --,,, __.,___, _____� /I __..".,......'� 1-_', C4 _1� - — 1-Z __ " �_ --v- -/-,- \ I vvv --- -,-- _____­�\ . - � / 11.1 --_� _____�­, ______--- 1945 ----' \11, __ / 0. 3636 CB WITH PARKWAY STEEL GRATES I" i � \ -, X- - \�� ( � �1- _.� __ ��_t III I I------ __--- - .., I 1___� ,\-%--,/ / @ CONSTRUCT ld' RCP (D LOAD PER PROFILE) �l _­-,-___-- � IN _,",�, ___� \. - I/' x � _,�_l ,----�__- -I- __ - - __ __ -------- . =_ \. ll::!, i V� <� - -------0 \ _______--------�----- I �\ �� _ _:��' I-------- - ____�\ - (9 CONSTRUCT CDS J.S. FOR LINE NX* PER DETAIL ON SHT. 15 1 ,\ � - - / �,_ - ___ - i '�_, I - - ,----- I - /" - ff;�_ _1/1 2 __,_� \_ "_� - t �- z .., , ::: 11 - -`� 'r� I __ I __ -l_\- , .. - _ ___� - _9_____/ , IT FOR LINE *)C PER DETAIL ON SHT. 15 E f ---- f�, Q � \� /--,� \ . -1. __ � - - , I ��ll I \ \ _ _95�-�__­�- -- I - --,,,�- I - \ -, __� / , , - : , - I ��\ __ - - --------- I- ____ - \ - - -_____­ - 9 /1, . I,— \ __)_ \1 ­_ .0, -9--____ '-I-- __,___l I, 'I-, '11--_______l" AI I- ,-____ __ �� , , __ �_ - 3 7 - _S_711z�_ � \, -, , ____ __ ___, - .� 'N\, ,--' �-:, " -____ / < — .-I�� - TT--r- , - � - A\ ­� \\ . \ _-, � --------_ _1 -r___ \ I-*--- - ­_ I - ____�' , �� : , 1�, _____� - F_ , - ' ,Tll 1� , � \ : '1\1\ 1 7 -1-1 - ___ __,_� -,---- / I�'4 11 '1� " 9 "I __I / - f7TATT7,K_ ___ - - 1_.� \__ _1_ , __� M)d - _\ ---,,,-, �940-------- -_____ lyll, - -� ,� -_,____�- / PRoTEc-noN BARRIER PER LACDPW STD. PL 3060-0. / � -- ----I__ 1_9�5 0_ :�,�\ _9- :4�,_,�_ ��_// --- 1<�_�/ \ \ -\, \,,_--._I- � // c r_ C6 / _,��_,___ _77 _� "' � I __ I ____� ,,� , I ,, - -7771WF,7F , K - I , __-, - � 1 2/ ,' ­-��T[ 5�_�\ "..-� —1--l" ____l" -- _��� ,-- ,_, .:I " � - 1_� - '_ � x, ! �. .� \1 9 9 L_r/// \ � - _\ \\ _� ________� � , 1 �22' ,� r . ­_ ,___ \ "_ - - - __�/ k r \ ::,�k� - I -I ;;�Y�,� I ," � I . \ N I __ , a - I 11-- -_�-- \ . \ 1%-_ V / //__� / \\ \ ----\JIL, � —____ -'\-//l I :�� I V) _1� � 11 I / - 11 I I...' . - --,------ 947 , '\- SCALE 1"=40' w I __ll :_:T_:. , ,e ___ . � ,$* - - - __ .- . , - __ ------- .:1, f - - . ., J;� ___ JaZ28 L --, ---,--___---,-,,--. I'A-r E iIl-- 1. ( X, , ,_ - - - _____" -V . r. * , .l. f ? �l P�_k - ___� , Ac i I '��l \ 9 \ - Gl- --,\ I-_ 1 �9_ -------_______ _�______,, .[---,, I x I - - �� \ I , . -��I/,,,� � � - -, \— � SM WCALl - (')F4jj ]A '� I - .1 // ,-�, - / \ .,A _-, --____. -'-\- 10�' ------/ 1­­�__l ',____� — --- __ I < , / -1 . 9- _/ Ir- T- � " , -- , - - . - _ __ ---,, --,-- .1 - � _____� I-- - � I - __ -1 ,/ �_ __ �l ��.��l *,.. ---," __-- --,I - \ 1// � --I--______ c - - - '-\ . - . r f . , _`��_ . � -1'4 2)�\��_ _ , "I � ___ 1\1-, '11�1 �- ,�,/,-�___- \ --- - - � r F __' ______ -9 i - / \\ I,- ,­_ �I . \ - \ 1� /// x ____--------- -1, - F?rf ?I FJ r '-- '---, ___ ) I-- _____ - \\ 1, _ �11, - __ _`�< , - __,__ ________ -------Q r—__----, ----- ,,- - ( (� /- \'\� I -.\.- - i * __ \ e_1___ _, __ .- _____ --' ---\ ---_,. `�__-- ,u , ,,- -�) __ __l. , I - .� F -k*ls-t . .%,.:::N - * I z ,-, _9__�__ -, '\1 -_____9__l 11-1 ;lk,(- t \- - 7- - ---, 1_' P Yl , , __ � �., - , -, \ I - I-- �:I_�- ,_ ,/ - _� ­ - .-.'�J.- -9 \� I --r., %-- __,,/�, I ( t----PR lyv \\ %..""..- I , .:� --,� \'-'r__ \1 '�� '--. -, ___ ­______,_ ,�-_ ___� I < /' r �: .\ v � / \11, - /,< 19 . __ ---------- --,- �l <:� - I �,.,­ I __ ( . - \ / - A� __ (p .%%'. I - -- -====E:- ..- -- - ,�� I/ ...... .. __ _ _1___ ___ ____l_l _\ -,\\ ..�., /____9_ � K .- , __ % P F� B - __ ---____-------- / I L d, t , � I - ,_------, I - - , ­ \ N-1 - ",..""�� , - \?Z- - w � -V, F;--;-----�_�9 � ��__'- �`*- '*' -1 1_� `,___�', - . __ -, -�,__ , _ - -._________l� -11 -� I .):�s ,�.. 'y. --, \ v�x 19 - 1� . , 7 lu . __� - -,� -____ --r _ _ , .m ,/ , I- _,___� , - ________, -1 - _� __-, / I ii-.:� ,� x --- � _____ --9. ', s / I - 7 � - -, � ,_)t_- . . . \ ___­__ � --V) --A-----,- I/f-n � ., ... - - ____ - _� - ___ ___ j ,,-� - , \ / \_,��_�_�/ /e 0 - / . 5 .%%% . - -__-___ __ __ I( � _/ � I � / j;� . . --_:z----- - \ ,/ / _� __ --, _� I \ �" :,�/� - ��_ - l." :.*:' ii:.::-:,.� .:,' N \,��__ ,-_ I,f -Z --\ __"",� - , -I f - � ­ .., 'z� ___, -,---- -------"I--___l __ z ,� --,, - �) -----,, _� ___ __�' I 00 6 1 \ -1 -;,:-: _:�, _- - _____,�� \ \ ) It\ i !:� \ -__ , V ,------,*-"-_ "\ I- , l;!Vj - , il , \ _____ __ -11 ./ __ ,*** , " - ��\ I � ( - , I *- , " "L " - ___::::�, - , �l _",:::::::::e , _-1--l" --7-�-� � — rlz�_ -7- - r 0 a -- --, WL �)t MEN ­___ ____l `l/ 1\ ... ' ­­- ----. _* -,--9- - ���1_-7 i�7_ - ___I� ( I 1 -53 �...�.__ , __�z I -1 , I -Z rh \ Ix ... � __ - __- _� l.il I� _� -r I f -1p I , X� - - _', - ,, - -, � -9- : ,)�_,r ,q 1% , �� 0. .. I , ,�_ __ --------, �"� ,x -- ­ -Is __ __I;f_ 7- ___ �. - - � -1 /_ � ____�___ _ - ,_ _` . ., 7 _ _... _�.,�_ ___ I ___l _jjv- - --- - Ir � _ - �- ------- - __- = ��-__ _/_��� _ I - 'F-­ . �� -- T_� - jz,g_ — - -7 __ �_ __ -_�q�)o --�, I -it =;__�A_:�� , - V--\ , \ Tq /" _____"Z, \\l__j � \� Lai " ,�, 2 cc V-\ . �. . , -N,�.�*:� 4.-V , - ;: - - - ---- -I/---I � --I-- _l_/ ______ r � ,\ , I * *�� V� )/V\\ "'., , - ,� . , - � / /I - ;4� 117, ��:.. 1'.,.....,.,� . . _ _% , � ­�� ­% . . , .±-*,-* - , , . �, .�.,...,.,. * ­ * * * ::::* ,. * ­ 1 . N . . . . I . . . . . .i_wf-,!_!�'. -'- V� , . .- . - - - - - _ . . ":. . . . __T ­ � ;�l*.%,.,.*.*. -I--- , - _�`--`::::::::::, , ':7 * ___ ...- 9�-�,, :-_ ..%......,.... , _ - -,-;4�. . . . . . . . . . . . . . . "N , . . , . � - �..-z� :::::*:*::T .* � I<- I - ) ,: � . � ,��. . . . .;.. . . . . . I _ . .�� I I *�� 1, - _5�T -1XVv- 1� 1�_� ______ 77171___��, � - 11 :,::, _____ - - �_.�,/­.- -,- *�-1 7 : - _1�7._._ ­ .- I - __ 1.�_ -- __ .- ._. . ._­ ­A__Z=w_;!;_,��l 1�_yl_,�.%__ .*.��__1%1.1.11%.... . I.%%. 1 . ­ I . . . - - . . _7. - . . _;_­�`Z_ * , ,y.,7 ,*.*, �­ - - --I * , , , , ' ' ; , ; : * ; ; - - � � � 99 - . . �_ _:�' -:- _1!7_____�_. ,�,.,%­.,.,....... , ... , . _��_,_ --- - -= _/ , � - __ - T, I ___ T. -,7--. ,�� � � �, -_,� __ , ___ - - -, _-, 11 , Z_:�,K\%K; ._ 9 9 . 1_ 1 .'.'1�111.' ��_%,- I ( ", ...e'. . I . . . . -7". . _T'17�e - 77, ._.f7%-.-,-_._-_, .*-*,,.,.*-*­ _ ,�: . � - _...�X�� -T,.--,"-. .- . � , It-- d ..". ,7 , _. . ;-T'.7���; ---e�e:7 - ______ _rl�- % - . - �, _�__ _v�� � \1 1.) - 4;\ 83.2�\\�� .. . . . . . . ��,:,-;!�;*_,,�l_*_* � - . , , , , * * . . . . . .�.,X�f, . 1 . . . . ��--- -I--- !��- - - ­- - ­ ­ ­ . . . . . - ;s, - �- _'�,_ - I __ R, \ - - 4:1) -1 - , - - -1 \� .__ __��, ) I x 4-\r,�\Nk ­ I . I , , 11 , - I ,r\ ,__ .:. ____�__ . - 11 ____­�- __�_4 ___ _� - - IF __l.',._____­T_r__ - 11 8, -i f­,;;� 1. - 2e Z_ �� __ -I__llr ------ - -------- ____ :::"- \ __� - :--z-_ , 2� ) \ \ \,�� ----- -:�_� -------__ __ — �, - - - -- - 1- -I I �Al_I� ) mi �� __� /' I - ::7�1 - � ,� � ____ - P 1,4� - - / z Y 8Y26'49r' w W5 66" / �: t� � I 7 W � __ , x __.- ______ -, __� -/_ ,4 , 0. I lkc - �- "-,-,- -T ------- 11 I - /Z /%�/,,�1-z� �/v,fj , , � -.-- \ _'l/ �� - - Z�\__, ---------,\ 4 -11 9 , , ___ ___ , z, � 2 1 1 -_­__ bl\N, ____ .cn___r� -___. - \ ____�/ _. 9 �% 0 _� /�� — —1-1, ,_z + �-q- P) " - -----/ CITY OF RANCHO CUCAMONGA "'� - C:) + l4tj '��:________­m '� sT"D" mscmar "\------ / - f-A- I-- -r_,, %a 1--Z_-_3 _" / v _�d__ 10, * �"_� � �,---- :_ N __�,� ____9__ I,,/--- _/ / _______� '_�__ �Q ___t __- -__ r< - ____ - Ka - ?a ____ -, - _____I - < 45 - (n � - -I ,Z� --,-.*, __ ______ \ 6 -.------" / __I t, . -8 Il t___ - - ­__-, "� ------"- _�_ ---,-\ "I / / 6 STORM DRAIN IMPROVEMENT PLANS FOR _1� r � I I ___----- ,------- :� , :7:�/' ------, \ ' I-' _:_,_� I \, --- � \, �t F� _----- �\\,�— 1925 ,__�____,� *_wl IR ESS/0", __ N 1, � , - _____ll ,F f / ,)(3 � ;�, __.- - -w-.------I------ -9- - ____­� - - \ - ., % LINE *"X" I k \_�,____ "�)�l ­- __�, I-- - Z _- #--/ �_______�, K - -­­ -"-- "I ------� -9--�\ `6- G. (PRIVATE LINE) > �l I - 90 -, __-, 0 __ I - ---,�-Adir � ,_____________�, , \", -, _l/ /___) r - --____---- 11 C-13 cn U, -6) �\l _�_ ,,�INE , "I ,\ I _�ll --I- � 0 1, 9 -1-11 - _--'--, - -::- --,.--"/ _­..........\ - ------.----- ____/ No. 20596 "' m CFD2004-01 '\\ __ --------------- I �, ------- " (PRI VA TE-L 4 VEJ �...............� � �_ ____ Exp. 9-30-05 "' ­�\ \1 I--_-- ___ I- ___------ �/�_ -9.- ____- _\ - I- __:0 r -­_� ____ ) "I,-,- ­ - * ROW2005-00275 ______l , __ 1 9- . ___�- __��� ----� --______ \",�',-- ,\ \ ,-.--,-r--__----" ---- - -------�- / / I elvit ,\,� I / / - I '11\1 "I ______ / � (' i\ , \ ) � - /11 - ___ // ___ I � ,-, -------I' - � / _/ / J_\� . DATE: ;�'6(16�5_ i � �� CITY ENGINEER . _j_1�_t8j2t�11,114,VJ­1 - RCE �0_?4953 � . � - CA DESIGN IAORSI 12,320 lt.&J A�@. REAW�PDE.D ! Suits 350 / : . __9 - GA VERTICAL CONTROL R.C. - - DGKICH k�i.e,CA 92614 - I . # A R L � T I Voi�949 251-85621, � SET Z BRASS DiSK IN CONC. CURB STAMPED DRAWN SCHULTZ FAID 94925101 SHEET 45 . 00 ' 32 . 39 ' 16 . 931- NGA BM 10090 198r D.L. NIR3 INGINOIRS 3qftVEYORS : . 7 : � �� 5* 15 ' 01 ' 360 . 00 ' 32 , 99 ' 16 . 51 , AT SOUTHEAST CORNER OF SUMMIT AVENUE I OF i I I�aj_ 2*26 '2 0" 1 360 , 00 ' 1 15 , 32 ' 1 7 . 66 ' - (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, 00, - E No 20596 DRAWING NO. 0: . DESCRIPTION OF REVISION DATE CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 S.C.M. _101 ATE - _f;3Adf)5 FILE NO — 2019 D �_ APPROVED: ELEV: 1534.374 0) __ __ - - - I - I-.\60400\CFD-SD\SIP07.dwg 3/16/05 f - - F ---TTF- f I F --%.F� F : F - I v .t V� I I , 10 qQ EP# Tf___m_Ll6ff__90__mvWw F ____ - - r-=- F I F-- i W_ I I - I __ I - v F_ � f I F W I -F I f , � v - � , �____ I f I F f V"f5" i �_n -- I I r � F I I'- --I R-I%10 IA F F--- �__ I F L__ I I - t- I ,[I F F I - t - IM -,FF - - :8 1 v f r h I I I I I t * I I I - 17 1 __ - k WE- I r7- I F I - :8 I I f- f__ F f T_rt.l., I I - I I f I F F U_ - - --- 1 -72+ /lip it F F r-=i^ _F - I rl F rx --I tl� I _ _?�_ IF I F F___ rE ��71 =_�1'1, " I I , 7 f P-Qs �v _=_ r , -i f I rit I � Ff I F��-- I I PROJECT SHEET NO. OF I I . � � I i I � I I . . - - .......................... ............. F---- F --T - T -77T _J� _F_V _7 T T-_ F F`F­ —F _F w TZi IE=-: F 7 fF­ T7='— =F —t- I T_ T_ 17 1 717 : T_ F: I T t F_ _F_- FF -F FF T_ 7�t F: F FF _7 =Mf T T T__ 7- T7 F _7 FF _j 7 tie V_ All IT — f� �j T li T==r= fiFrF FFT F 7 r=j- 1-4- -�=T77 — — -II- —:�7 —T-= 71— =00 _F T T__ T__ F + F F K 77L --Ole Z t _FFFr __ - _F FT_ ____ -,A pf -7- 77 7____ _T= > �T T F 77 It _M5 ___F FF F 7T=-' Lr §W_ _T_ x4_ r7 I T J �,­q _7 0, F 7 7-- —T—T7- 77-7 vo t - �ti� T 7- NEDE T_ _T7-T=T_ 7— __F 7- 1::�: CID - -:--_ -- __, - - I- - .. - - 7_- -FF T =T-- T_—T7— _T fps� FOOF FT f rj VgrZ2 F) F m- _Jn F k F - - - - --Vt Ff F r__ _F T_ T_T_T_ j- 7 j .0 T77 T= T F-7 r7:7 7� w_ FF F7 FYI ---00 iriv-4 -- -- - - __ = T -F __F . 1-- 46 -7- ly_ —rrr— �r —r —rr FF - F F F L -rip m R F;I�ESC M/ VVMiW j F77 _ _j T = F-F, —FFFF mp- FF F`F F viiiiiiiit= IV f I - E P%(b MT= _m:Vrfj wff uyv okt pFl&dXtWEhn 1- F7. 77 F f OR rz. [ITI 4, 7- FF T-=F F___ __ TF f-- X, �4 L T -1 1 F 6,t N� FT FF -77. F F, L C4 PLAN SCALE 18 19 20 21 22 1 23 24 1"=40' CONSTRUCTION NOTES r XNSE 45.95 CONSK 294.09 LF Je RCP 5r RCP-1806d CONSTRUCT 5,C RCP (D LOAD PER PROFILE) 1800D i"�A_e:::7 CIV h/ CONSTRUCT 3Cr RCP (D LOAD PER PROFILE) N v*0 21142.,55 (9 CONSTRUCT 2,f RCP (0 LOAD PER PROFIIE) 0 �+� PIPE I N 0 URI (9 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PL 300 (W AS SHOWN ON PLAN) Iq e�/ N, (9 CONSTRUCT MANHOLE NO. I FOR 36r PIPE OR SMALLER PER CITY STD. PL 318 0 0 C95 5j) f INT I@ CONSTRUCT MANHOLE NO. I FOR 36r PIPE OR SMALLER MODIFIED (OMIT MANHOLE SHAFT) 04 21�J6.65 LINE Y 23+91.90 ER CITY STD. PL 318 pipt =10i00.09 LAr 'X X CONSTRUCT MANHOLE NO. 2 FOR V PIPE & LARGER PER CITY STD. PL 319 I LAT 'X-4' END PIPE CONSTRUCT MANHOLE NO. 2 FOR 36r PIPE & LARGER PER MODIFIED (OMIT MANHOLE SHAFT) 4 lb ER CITY STD. PL 319 te, 14`5 J.S. Q STA. 21+J6.65 JS. 0 STA. 2J -93.93 <rN �?_L52.�5) @ CONSTRUCT JUNCTION STRUCTURE NO. 4 CASE I PER CITY STD. PL 333 C6 LINE "X" LINE "Y (9 CONSTRUCT CONCRETE COLLAR PER CITY STD. PL 329 A SCALE 1 9vp" 6 CONSTRUCT 36rx3d@ CATCH BASINS PER BROOKS PRODUCT CATALOG NO. 3636 CB. WITH $y L PARKWAY STEEL GRATES 0,4V- 4 .0 CONSTRUCT 18r RCP (D LOAD PER PROFII E) Y6� (�;q w If/01 \V, CONSTRUCT PLUG END WITH BRICK & MORTAR PER DETAIL ON SHT. 1 ."c V.,<00 - 5 1 90 X ay A 12 CONSTRUCT 36r RCP (D LOAD PER PROFILE) , III pi N, (�9 5�O2 @7?) CONSTRUCT CASING PER DETAIL ON SHT. 12 (SIZE AS SHOWN ON PLAN) 14.3 144 (1�.5 DO5 D (j .5�O.5 3156 X LLJ 4r \4- v OA 2.09' 64 J.4 1' 5 50# 91 . schIR��miwr ---- . . . . y r-------- --------- J.S. Q STA. 18+J9. 15 J.S. Q S TA. 10+23.99 LINE LA T. "X-J'* C6 . . . . . . . . ... . . . . . . . . . . z 14 8.V2 64 9`1 if 223 IL T1 53 U AIli CITY OF RANCHO CUCAMONGA (-STORAI DRAiN EASEUENT STORM DRAIN IMPROVEMENT PLANS FOR 53 SS/ ss, LINE "X" *5 �l C. G (PRIVATE LINE) > @ LINE *vX No. 20596 A c rTl FD 2004-01 0 Exp. 9-M-05 (PRi VA TE L B VE) civit ROW2005-00275 CF CAI- APPROVED BY : DATE: CITY ENGINEER RICE No 24953 DESIGN moasl 17320 lt�d%il Am RE ED CURVE TABLE CITY OF RANCHO CUCAMONGA R.C. 11OKiCH Suits 34io A R L T CITY OF RANCHO CUCAMONGA VERTICAL CONTROL kIkIeCA92614 AV 0 BM #10090 v6i�949 251882' A 2*48 '41 ' 360 . 00 ' 17 . 66 ' 3 . 83 , DRAWN SCHULTZ FAX- 949251 05,, SHEET SET t BRASS DISK IN CONC. CURB STAMPED 43- 18 '31 45 . 00 ' 34 . 01 ' 17 , 871 'CITY OF RANCHO CUCAMONGA BM 10090 198"r D.L. PL gas INGINEIRS SURVEYORS Ji—OF 21 48-38 ' 16l 45 , 00 ' 38 . 201 20 . 34 ' AT SOUTHEAST CORNER OF SUMMIT AVENUE (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE; CHECKED 91 DRAWING NO. fflk�5;-49 ' 12' 45 . 00 ' 46 . 98_' �_25 . 89 ' CITY AT END OF CURB RETURN. YEAR LEVELED: 19a7 114mm.E No 20596 0 DESCRIPTION OF REVISION DATE APPROVED: ELEV: 1534.374 DATE ./kaCjFILE NO 2019 D2 __A F-77- F F F N i4 F _F FF F I F----t---: F:-- F _1 t7- r7l _T_ I-.\604O0\CFD-SD\SIP08.dwg 3/16/05 PROJECT SHEET NO. —OF 1� G WPE -FE TE F / 1 TiT- -T-- _ - }f1-Tffw - - - --_ -_ - __ _- - -: ___ _-- -__ _ --lei _- -- _f ffo7f -� � � � - __ -=_ -_ _ -_ -- - - -- _ - _ -F __F - _ __ - _ _- - _ \ - 3� THICK GUNITE- - -- _- - _ - - - - - --- - - W/6x6 - 41.4 W.W.M. �o � CIE - - �, --� T7- 7- k\60400\CFD-SD\SIP09.dwg -_ = _ --: - ----,CEJS� - - __ - -_ - _ - -___ 4.5'_ - -- _ _ -_ _ - __- __ ____ __ 4.5 , 27 , 4.5LAI 0 CONC. GUNITE LINEl� ONLY TO 1.5 DEEP pot oll CR 3 1925.97 FL 3' THICK GUNITE CONC. _77- DETAIL. - GUNITE CHANNI�L '� _ /1 - SPILLWAY W 6x6 W1.4 W.W.M. -_ - _ _ I - - - _- - __ _- -- - - - - -- - _ + - w - - EMERGENCY SPIL.L.WAY = N - -- - - - - - - - _ - -- -- - _ - T _ -- - + - - - tHEC - � _ - -- -- - _-- - SECTION E- -o _, __ _ - ___ _ _- -- - - -- - - - -__ -- �_ -- _ ' - - - -- -- 27' _: - - .- - -- - -- - - _ -- _ - -_ - - �� -- T-" - -- -- - -T TAT T-1-1��6c -- - TITS �T� >^T -- - - KWIL 21 �- , cF - --- rs. - _ _. - - -- - - -- - -- --- - - - - -_. - - S _ - --- -- - -- - -- _ - - - - __ : 7. : _ - - - -- - - -- -- - - - -- -- --- - -- -- - -- - - _ - - - 3' THICK GUNITE \ _ - _ W 6x6 W1.4 W.W.M. MIA 1 FF -__ - I�,p-- - -- - - - - - - - - - - - - - - - - -- -- - SECTION D D H01T _ 0 �E.- - _ - � -_ �a _ _ - -_:_: _ - VE F._ _T_ 4 -__ ___- _ ___ ___ __ __- -_ _ _ _ - _ _ _ - _ _- _ FT9 10 11 R/W 12 1 ,3 PLAN SCALE 14 PLAN_SCALE 1 -40 1 -40PRIMARY FIRST 9' 7' _ P/L FLUSH 8ASIN \\ _-___i\ \ 57' ' ' 25' SEWER - . P/L TRACT BOUNDARY ' & ACCESS EASEMENT2 2M LOT 22MAX. W.S. � / ____� -` ,ELEY. = 1923.92PRIMARY FIRST 12.5' 12.5' S.C. EDISON CORRIDOR ��. 1����FLUSH BASINH=z,' \'J � i ,�-_ .., , 7.5' ; 7.5' '- 10' I PRIMARY FIRST_ - - sFLUSH BASIN V_SECTION `� --' � _ -- \ 0.20' O \ � - 27. 21 SEE CFD PLANS NEXIST. GROUND SCALE 1"=40' 117. - - _ 2' CUT-OFF✓Fi �' WALL1 -rINTER 34 1935 - SE TION_ DRAINC PERR 2ROUGH GRADING 1I _J �_ I 1 1930 --/ - PLANS.i SECTION9\ RC L/FORNI� �7 t a ��Hca �9z© FgAW1 SURfAGa<Ei£Y. EGPLP � � � \ - - - VARIES SEE PLAN 10PRIMARY FIRST FLic.65a � �'---, -'� 7 `' �- FLUSH BASIN .33 , , , _� __---_--� �... --- TOP OF BERMO RK � COMMENCE WIIN/N TH£ -� -. (jJ S0�0 PaTkRlrUNT/L ISSaV&OF �<^��x `�- \� .:: 1 0 �� ELEY. 1929.0 ELEV. 1923.92 MAX. ENCh'A_ NT PF�RMIT.,- \ _ WATER SURFACE ELEV_�eo� - �95 . 1920400 fl.1 1925EXIST. GROUNDI \ 1K 8976'4�N' .-S8[�' .8i , FYjtw r- _ �, s T � l925---�- �. � . � � (nQ - SECTION � \+ Y s sxr. 0, 956VENr __ UN p `____ R f1 f - �. 3 SEE SHE_� -- \g� -- -�-, / CITY ® INCH® U A�s ` C / _ -' -� (P�l A�E L/N�� f , , - STORM DRAW IMPROyEMENT PLANS FOR 52 CONST CTIO N0 E5 ' ' �.� ,�� .__` / �ol Ess/oR r T LINT� \ -� "\\ STRUCT HEADWALL-! CE PEI S .FCSPEC.� D�AWIN�(�EE DI AIL�� SHT. t2� (PRIVATE LINE_` ) �� ��10 /CONSTR T X 4 DWOOD FADER / ® � T PIFI' CYMRT HEADWALLS T SST D B �D TA 0 3) 86 �RFjv1PvE REPLACE-IN=KIND-EXIST. A_ C BAR / _ Z /� �\ `\� 7_ T \ -� No. 20596 r,, .. 0 CONSTRUCT 3'.A OVER CQMACTED t�ATHE SOII�� 9 CONST T 6T K -(D-LOAD PER ILS C NST UC CDS J.S. FO 11NE� • PER DE 0 SHT.i \ -/ .��- ""--- u� C�® G®0 ®14.1 ! // � Exp. 9-30-05ccCONSTRUCT AC BER PER CITYSTQ!PL D{-6`� © �N T T PLUG END TH BRICK & R� PE DE T. 1 i R®W�®® '-®®��� -� / � � - CO STRUE�CQS U�t 1 FORLINE Ar PER DET Ot�S 16 / '� CIV11 \Q\• ,p• p' 4 . CONSTRUCT CHAIN. LINK FENCE-GAT,W�1W 8) PER C1TI-STD. P 07\ 80 CONSTRiJC\T7e-RCP D LOAD-PER PROF(1_E / / + � F4. , � / © 0 ( y 5 CONSTRUCT SLOPED PROTECTION BARRIER PER LACDPW STD. PL 3060-0.SEE DETAIL ON SHT. 2 CALAPPROVED BY DATE:SEE DEML I 5 CONSTRUCT CHAIN LINK FENCE PER CITY STD. PL 607 8 CONSTRUCT PIPE TRANSITION FROM 78' TO 90' DIAMETER OPENING p �© © CONSTRUCT CONCRETE CHANNEL SPI!lWAY PER DEAIL f31�-SH �9•�{EpO1J CITY ENGINEER �t ��� ��/�� / RCE N 0 24953 CONSTRUCT DOWNDRAIN PER DETAIL ON SHT. 2 83 REMOVE & REPLACE IN-KIND AC PAVEMENT DESIGN CITY OF RANCHO CUCAMONGA N°.'. 1.32°�d ^�0. REc r�+ Er�+ i � CONSTRUCT 10'x10' ROCK-RIP-RAP PAD (6' MIN. ROCK) ® CONSTRUCT DRAINAGE STRUCTURE TO JOIN NEW 'PANEL OF EXISTING DAY CREEK CHANNEL CITY OF RANCHO CU ONGA V RTI NTR R.C. ® o „ Suit a,CCAM E CAL GO OL O C kvie,a 92611 � �CURVE T BLE� CONSTRUCT PIPE GATE PER DETAIL ON SHT. 3 PER DETAIL ON SHT. 19, 20 & 21 OF CFD 2004-01 PUBLIC STORM DRAIN & NORTHERN Voicx 949251-8821 A R L_ T CHANNEL PLANS & GEOMETRICS ON SHT. 2 SETT BRASS DISK IN CONC. CURB STAMPED DRAWN , SCHULTZ FAx- 949,a,-0516SHEET -Hl 60'40 '46' 45 . 00 ' 47 . 66 ' 26 . 34 ' 0 CONSTRUCT PROTECTION BARRIER PER SBCFCD FILE NO. SP 101-1 85 REMOVE & REPLACE/SALVAGE EXIST. CHAIN LINK FENCE AS NECESSARY FOR CONSTRUCTION ACCESS 'CITY OF RANCHO CUCAMONGA BM 10090 1987" D.L v i ERs INoINIIRs suRvIroRs 9 OF 21 101-2 & 101-3 PER DETAIL ON SHT. 12 TO SBCFCD PROPERTY PER DISTRICT SPECIAL DWG. 1 (SEE SHT. 18) AT SOUTHEAST CORNER OF SUMMIT AVENUE46'32 ' 13' 45 . 00 ' 36 . 55 ' 19 , 35 ' (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE; CHECKED �i�� 20596 DRAWING N0.(op 64'44 '37' 45. 00 ' 50 . 85 ' 28 , 52 ' ® CONSTRUCT WING-TYPE HEADWALL PER DETAIL ON SHT, 3 DESCRIPTION OF REVISION DATE CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 SCM "'RCE NO 0D: ELEV: 1534.374 DATE a/�o O FILE NO �0�9 ®�3/16/05 PROJECT SHEET N0. OF p FF T7 F7F7 F— F FT7F FT F F F FF17 —F __T - I - F F FT F F F F— _F 7 FFF F F_ FI V_ —— -4 1- 1.- w __ - — - - - __ r= Y_ F F T7— tlH_ F -LOT- = - r--_r _ _FF F F F1 F F_ F T7--- T___ j t­t__ ____ P � ___ —___ = T= r=T--- 4. F —7 Ila t _F__F T_ FFF T_ T= .4 !rT -17 9 �7= =T7 7— '01 4= ---- ----- ------ T77— F U-= -17 7-- I L 7_17- =F Tr _ 17-- --- s1h -7F _A� =FIE r Tzt f7T= 4 f7F7F 48 T_ cw� I T—;,ON F _ for -NO F -�Srlgdw: jFLd F F — t ff 4f - ----- -7 a AF 7 COMr LF. T____ 6Oa7 T_ _T7— T7 F_—I F F F -F_F�--F7 FF --FT F FT 7 IT G C(WST--=-Vg.#X IE F_ f T_ Y4 T_ 770A46:- ff V_ T= MA =T- =7 (PIWVATET fivE_ F4-4 1— t= FFF M__ F4 F F-7 IT F F_ F 77F V F PFF -vr Frrrp r =500 _F 777 T7 PIPES SHALL HAVE 1120 ADDMOML COVER ...... _F 10 12 13 E= OVER REINFORCEMENTS -7 0 NQX�F�� Trq AC T NO, 18 227--] =Tz=T= a 0 H, t__ cq J� 45 63) GIM� T_ quip" v—Ir 46 -01 ME A 1�55.5 EL 9 51, STORAI,0 Q_ Lu rz IV t2mij 55 Fj ' 0, Ef t — -,�— I /T i ?r 7 1' Zv_ T 7 A lw��S�=V-6 Z (NOT,r- �-24VRb w r 'cly 12 7 Tp 4E 8�10\BY T, Cf BUILDE =70 PIE 00, T !W"WHAW 'A A ---r KEE" f R 0 4-1 =r-- C6 TRACT NO, -18227 " 31 ME=— LA T mr-m#jw--' PLANISCALE Em A (PRi VA TE) 1"=40' L CITY OF RANCHO CUCAMONGA (PRI VA TE L B VE NOT MABVTABVED BY Cff Y) STORM DRAIN IMPROVEMENT PLANS FOR ESS/ LATERALS CONSTRUCTION NOTES > CONSTRUCT 2r RCP (D LOAI) PER PROFILE) No. 20596 CFD 2004- 01 0 CONSTRUCT MANHOLE NO.2 FOR 36r PIPE OR LARGER MODIFIED (OMIT MANHOLE SHAFT) PER CITY STD. PL 319 -30-05 ROW2005- 00275 (9 CONSTRUCT CONCRETE COLLAR PER CITY STD. PL 329 OF CAILffi CONSTRUCT 3T RCP (D LOAD PER PROFILE) APPROVED BY DATE: CITY ENGINEER CE 24953 R NO CONSTRUCT PLUG END WITH BRICK & MORTAR PER DETAIL ON SHT. I RECX CA DESIGN CITY OF RAICHO CUCAMON Suile 350 jpED CITY OF RANCHO CUCAMONGA VERTICAL CONTROL R.C. 00KICH tr�L^CA?2614 BM j10090 DRAWN SCHULTZ fAX- 9491251 OL16 SHEET SET Z BRASS DISK IN CONC. CURB STAMPED 'CITY OF RANCHO CUCAMONGA BM 10090 1987* DL PL 5 :, ING11411as SURVEYORS 10 OF AT SOUTHEAST CORNER OF SUMMIT AVENUE (CURRENTLY BANYAN STREET) AND ETNVANDA AVENUE, CHECKED CE NO 20596 DRAWING NO. DESCRIPTION OF REVISION DATE CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 S.C.M. - 2019 D2 APPROaa.1EL 1134.374 I)ATF '/(0'0*FILE NO F F-F F F_ F--.. Fr. I lop 17 T I t-8- � F, f F F Ly F I T—T—T— F T1 p ti—Iii 10 t T7 F F F F77 o$ 1:\604W\CFD-SD\SiP10.dw9 3/16/05 PROJECT SHEET NO. OF PSL RAWy 25 TR. BNDRY. 25 EDISON CORRIDOR 15' 2' _ 2.0' VARIES x 7.5' �� 7.5' INTERIM X 0' TO 12'1 PRIMARY FIRST 15' INTERIM LO fd 25 O i X BASIN FLUSH BASIN ( ACCESS ROAD BASIN x 2 ( 7.5 I` 7.51 2 'S? x 21 1� .� .. �`\ �- I '\p 2� 15 2.09: `. �ll p. F.S. +0.35 TOP EXIST. GROUND X OF BERM (T.B.) ! 7.5' I` 7.5' SPR\ �y 10 - Z --- �� 3� J - * F.S. 4 �, E.P. AND TC 1 °P`rI�ma 119.30', I ` i 1 0.93. �-J ELEVATIONS ARE TYPICAL i11r. _ _ �- _ - - - ,o• 2.09: _ PER SECTIONO ____ _.,-=--- - - �- , l . 1920 r � t 0 _ - lJD 13 F10 22 ry I}t Ii" I SECTION O *F.S. ® �. E.P. AND TC �� SECTION U c,�- --"- --;_-�`-= IF T c ` _1910- SECTION 11 ELEVATIONS ARE TYPICAL 11 -f� PER SECTION t 3 M Q. - I / - T 03 * SECTION O , i • r + 7:7- VARIES - 25' 1 .•` , .i- •.a°���= ,`- �1�n1 ,19. ; �, 120 •�°O`L ` I _ \ 12 TO 32'1 - SEE PIAN 1 .'F ��' t T •. J � _ O � ,� r •� ter" � i�• / �/\ 1 , � ��- ETIWANDA 0.59: MIN. AVE. r �,� t 6 <y 1-- ��I r -- --- - --- -- -\- - _ _ -� \ �F 1 - g q �o •�. �► - n -v t 1 i O !• s}. V / y':1�� /_._. w w w sr.w.amr ar ar ''.. i�:w r ws.mow a..r',®+r .lO w •- -^2- - +C ! S� CONCRETE GUNITE SPILLWAY - F i '`� t r � 10 v J ._ - ................ } ...f•:::.•.>:�::�f. >r...,y.: 2,x'2 . SECTION x • " f t d 4 \ _� _ ..� ,. __..�3., .... ...... �� '•�.'"• as a c 2 ,.. - - � r _.. . . . �- . ,,• ...,.. .... .., -`" \ �� � I r' i, ��d Fs' rn �*` 4 of _ • j 2 � / t t . T ------._-- -- V -� r-• .� - `, O ........ �• .,- a ,• \ . / 9 'rte • 1t may.. 31 r . -9 - - - - -, - ,:• 79.68 ER11vr - J - Ii �..oAS_ _-� ,, o ! , . --` r -.---- ;�, �=•- �`'- ; � i -•__.. `�---'`:__- ,µ n ��i,,.•• ' •,•, ,�f ., i''�.' I ti�'-' _--`\ /t.0 MUS_ \►a- ... - C�J� .f-4-. .s- � ; Y= / . 1f L'Y!C .g'�tiG 9`� --� i '•.._.-. ---% r-�" __ i••'.. .�Ir/� �,:�-.., � I •_., t, _✓\l � �y+ �' ---�- .. � OY •\ 1� ' 1 P Il' n S�oPr'. � I f -- • . r / .: 17 141 T- - _- " ..-• .ice :,.-'"` _ UJ -.- k, ,., ;.; I _. - -- _ .. "ni�: � 0 \ I tP � 1 •:: -1t ,t' .. , - ►d1N• ...� _ i PCC B i.. - - ..-• � 0� - - , : 94.7 ----.--------_._ --- .;.;.• :''s _ \� _ - -- - ®R .... •. G EVC _ ... t 5 9 .. ...... ............... - - f ...... _ .... ..•.•.•.•.• .•.:•.... - � .'`:' I � 2.1 .. .... . . . .. ..... i • •,,,• •••••••,,• •• • •,,•,• .I.,•. L .... ... . ... 37 .mac ,-.__ - ............ _..�.•t•n-..... �. __ .....•:.•.•.•. .• .•.•• -7 3 _ 1 5 `\ RI UNE !�> -� � (�--�� _ ^� .... �.. .a - - . _ � �s �- •�j� \\ - %3 , - ----.- �J � , _ -- �189 � �� � -� 1�t��± `�� � y � ^ � ,�0"�`' N � 5 - ��� �89'26 2� ,� P .. _.. AN TO EN LO -. ----- -------------------= --------- - L _ ` 4 �,- --------- ------- - ------------ -_ I - 7"S OFF LANDS APE PLAN �, f12 _ -- -. a \ ,.,...R 48 4�2.33-t24•._W! �1 �� DE / NOTE. FOR6F,�/lTE,-GR__A'Dl40\,.,- 11380 _ ® �C ���-, ���__ � I --_/,-_. _ or�n F EasoN •, v � j _�\. , � -------�f\-� / fan. f+ERE �t Y - fSITE, ftADI G E( My TO BB 8 LI ED -'-- 25 -\ - , -� '�` rFo_-.-- P TO CO ST �C - _ s1' I / _ _ 1890 2 _. _ _ �/ x{10,m M/ r 1 - �• `\ / 2% X 1. ' I�1.5` SECONDARY FIRST-_ 1'`� / 72 J t BASIN Lli Sam I VARIES ` �` / �� �� ,x/"�'��` -J-\ � - /• I� 3� THICK CONCRETE OR GUNITE I L.M.D. WITXT- W1.4 44W.W.M. OR I 2, IMPROVEMENTS PER 10 22 3'1 APPROVED EQUAL - R.G. PAD--,-I STREET PLANS SCALE 1 =40 *F.S. (� Z, E.P. AND TC Q= CHO/2 WHERE C= 2.8 NORTH SOUrw TH TRACT BOUNDARY ELEVATIONS ARE TYPICAL H= ( � )2�3 L=80' R W R) 80--N 2/3 4,80, ��pf�,� 80' VARIES ��DISON CORRIDOR PER SECTION 0 (n (T8TW) iE'S , 2 33 I 47 2 b. (�E PLAN H= 0.50'<1.5' OK. DETERMINE H (BEAD) 3.•J TO1! I 11' i 22' 22' 25' � I *SECTION T - -_-_� 0.5 ' f- DAY CREEK ' 11 CITY OF RANCHO CUCAMONGA DETAIL - CONCRETE CHANNEL X BLVD. SPILLWAY 11 -_ �( __y��►. __ _ _7q STOMA DRAW IMPROVEMENT PLANS FOR rF - _ _ CONSTRUCTION NOTES o -� N --= : Q��FESS,C,�I TYPICAL SECTION _ �o �� c• 10 CONSTRUCT 2' X 4' REDWOOD HEADER -- -_ ?J(� I N �'a n ® n g ___ /EXIST. GROUND � `" No. 20596��' m tNF® G®04-01 ri®W200 '®®G�J �0 CONSTRUCT DRAINAGE CHANNEL FOR SPILL WAY PER SECTION e '1 ___- -_--- _ / p CURVE TABLE ROUGH GRADE LINE -- d* Exp 9-30-05 t DAY REEK ®LV® 21 CONSTRUCT 3' AC OVER COMPACTED NATIVE SOIL `- `�• CIVIL �Q' � . & ETIWANDA AVEC © CONSTRUCT AC BERN PER CITY STD, PL.. DI-6 # A R L T *** qlF CAL\F�� A 82°51 '36' 40 , 0 0 ' 57 . 85 ' 35 . 30 ' SLOPES LESS THAN 20 FT. HIGHT - 2:1 MAX. APPROVED BY ^ DATE: ® CONSTRUCT CHAIN LINK FENCE GATE (W=18') PER CITY STD. PL sol B 12°28 '47' 470 . 50 ' 102 . 48 ' 51 . 44 ' SLOPES GREATER THAN 20 FT. NIGH - 3:1 MAX. CITY ENGINEER � Xc� /l,lam/ RCE N 0 4953 0 CONSTRUCT CHAIN LINK FENCE PER CITY STD. PL, 607 C 68' 17 '57' 40 . 00 ' 47 , 68 ' 27 . 13 ' CITY OF RANCHO CUCAMONGA DESIGN Ma.,. V329RedhilAve. REC M F� ED 5 CONSTRUCT GATES PER LANDSCAPE PIANS D 16°21 139, 775 . 00 ' 221 . 30 ' 11 1 , 41 ' R.C. ® Suite 350 CITY OF RANCHO CUCAMONGA VERTICAL CONTROL OOKICH Ovine.CA 92614 ® CONSTRUCT CHAIN LINK FENCE WITH PILASTERS PER LANDSCAPE PIANS E 7 0° 05 ' 05' 47 . 50 ' 58 . 10 ' 33 . 31 ' SECTION S BM ,' 10090 DRAWN I voicm 949 251-8821 cl F 13* 06 ' 18' 62 . 50 ' 14 . 30 ' 7 . 18 ' SET 2' BRASS DISK IN CONC. CURB STAMPED :c M u►T: FAX: 949251-0516 SHEET 3© CONSTRUCT WROUGHT IRON FENCE WITH PILASTER PER LANDSCAPE PLANS G 44-49 '58- 47 . 50 ' 37 , 17 ' 19 . 59 ' 11 'CITY OF RANCHO CUCAMONGA BM 10090 1981' D.L. v I as INGININAS SURVEYORS �� OF 21 AT SOUTHEAST CORNER OF SUMMIT AVENUE ,. N 2°33 '27' 1000 . 00 ' 44 . 64 ' 22 . 32 ' (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED / � (;E NO 20596 DRAWING N04 - . ® '. DESCRIPTION OF REVISION DATE CITY AT APPROVED: A END OF CURB RETURN. YEAR LEVELED: 1987 S.C.M.V: 1534.374DATE '� 'd�FILE NO 201 ®2 0 _ _ 1:\60400\CFD-SD\SIP11.dwg 3/16/05 PROJECT SHEET N0. OF • - --------------r _ �TrOne,liva� A.C_act Gr N c. pip! q • SYM. ADOUT � 1 1 --- t3inq, Argtet t I [ VHi"ps TEL4 -r r _r _ - - - curves S pE All - I4 - - - f ei !ogre er1/ i a -- _ _ _ -- _ - _ - -t• _ e x '� STEEL CASING SIZ PIPE SIZE PER PLAN .�. Theo s reaction a/ he T A, • • .. ,�. r - - - - ' tt s pins (file to I t head !h PER PLa.� - Assoc u hydros a rc eo c%n a sn / �� i ° �'-- �1 1 'SCIS V, w , + I TGp R'v.I YarloLt! ns-obstructed 6arriets Jeb height C ei�t 9 - - - - F t? rams Ar,gts, _o - The ti / and width / the n s determines ltfi:ch burner see sheet 3l, r 1 LIlk 2, cx ; between M& curves, or = = I 1 1 , -� CrCt! Angtiy } 4 j 1 % 1 (See �tGft i�,5►. 1! �\ y f}arr}ar )9r6ts iogiuBorritr.�� r"� _ f �i 1� - _ - - • . _ _ . . _ _ - • number 4 beyond the curves �s Iry be use4. ear 6 6 ff Bar 2— _ _� AINES TELL D5 --•`---�------__ — .t t I STEEL $a,� r ., -- r - 3 4' BIDE ) -/ y�..REDWO0 KIDS ts, [ s, �Erata r- Sc_I � ) t _ _ _ e ?xoFiL_ w � r'VIEWr - - -1 1 , -R.C. Pipe 9 ' r Q O y $1 - - - - t 1 r fAd How Y rlabit _ i - - - -t OE TAI }j ' , i [ i r EOE TAIL D 5 mos ---, 1 - - - - - - , [ [ %buil tZ0 ! p . 5`us, No 3 ! [ r r t3oil On111 • ► , r • l , t ! w rr ... r I / r r r c I ` I•nni lFi„s C d1} A ,41 p.pr•300 1lst [ r r L hew Pin "�"= OPENING wi *� ____-- �. _ s 1 , _ - --,� - i, s,1 SECTION �DTN IN FT. A• •° ,beau Pin- _> -w, ) ell ShgrA Pill INLET 8ARRIER 1`e __ _ �___ __ _--- ----1 STEEL BANDS ft.C. Box It.C. PIPE OU ME r OUTLEt 4iJ1HIi}ER ELEVATION SIZE PER PLAN F. L. GRADE PER PLAN PROTECTION BRRIEI? 52 dour OR SLOW-SAND 13 �\3, SEC rtON ANNULAR SPACE. l-�-� ' ALONG � � ' SAN BERNARDINO COUNTY tJole avrrltr number tAol/ va spdtr/iaJ an - ----t = p t g NOTE: Ro P,utection Uarttr mAmbar SAN BERNARDINO COUNTY ro dc1 4ia in s. FLOOD CONTROL DISTRICT 8!119.16# Shtif !. tlErl3tQNq Drrtt, 1Y onlE (11Slructrrul Oatlgw Ortutlt of ac a„ FLOOD CONTROL DISTRICT conjoint", this$ 9arriar aholt be detineattd on the F1,114 l Ora,rlogt. 1tL•ISiOtii Del 14. a OAI[ • rr , _BRICK a MORTAR 12 LONG X 4 1NiDE REDWOOD SKIDS. K.J.K. 11.18.135 K.J.K. 11.18-85 30TH ENDS. - THICKNESS AS RECUIRED TO MAINTAIN CES13N FLOW LINE. nuc 111). ►tit too. STEEL CASING - SIZE S.P. 101 - IPER PLAN. S.P, 101 - 2 PROFILE VIEW LfItEAll. t�OtES: . i' 1. Arglts coonoc'sd with rt,sor p+re st,ull tit tavgir urnd hulr ice• to fuer. Ai'-"' 2. Tte show pin tutee ahu,t bs &,1164 to as I* paride s lighl tip w,ih the %hour plot in video- °"'; e CASING DE" L 'Y. • N:pt• Angttt i 1 1 All %hour pint ►2,ad be psentd oa both andt odor iostotialion. t r Ir„ -soil 4. Its aluminum Otor pin M,116r101 will be run"i%t,od b/ the Ui6tritt re the Coniraclor. '�y t hiAtt PIA •. e1 i(. . 6 . • 3. +t.ti 3/8-t"cly c'�a„netar Lptt ha'as %boll ba Ir,i9[d on Ih# gaga !inti of the 6011tsr. Erni, Atilt$ 5. All baits %hull be 511-Inch to diarhatN 6mbadde! • rnirfmu,» of 4 incl+e,6 iris egoists r 0eui.a1014 ! °Ap,lna}on bot'I,nna Shall be turniah6d wills his nvl$ and rr•6laifit w°St all of hats 3/3� rich 1t,ic6. +".see surra/ ort � from, h,�Is, T'” j' . Ira,► 'A SECTION At-AI # it f fram,•btac,•oad hinge angleS %hall Aare the ovisfondin' itis rode' in the dwictaoo of flaw tin (I we bath inide and ouHatt.st• Secttan Sheet 1. (Sit ?loft Ke Irl UpAn,ifi$ 3` tat A1-- 11 Thread and$ of hinge pin to lhol avis and fact Matt:i($ will be (rush rich ter hinge 0,4010, Ddtnsge tArtads borond the auf race. use batt slats too pt". 11•�; i-11" CE fAIL A I Gatsoni%s all 'errout parts, otter fobricsl;00. (Sit NzIs h4.11) fi 10. Corer all nov,Lle comaet turfocrs with a coat of wattrpoof greaas prig to Installation. i 4 Mae_ --� �• 11. Flt bwriut IS inth,► and istt an w;dfk,u%e we Arris the full width of barrier. 12, U the battler Width 6eeeeds 12 fief , fens of the barn6f. 0 �p[6rlds aA oaait+orai hinge an tM tw+.6r• �+ ;t•rcin. 'J" II rot barritrt t,ci/dine 4 Teri fn Might or w;tlh,v%t bill# rnat66 trantp spaced of 0 me,imumm 1 j•r za%__,. s 1lwr:tr-.,- t A of 6 fiat on tinier. �. /rI Sheol pt>.-• 1 14. Shout pin npeirriol shall be twtxnerctuttf puts olwalou,r wir,•altvr 1100•ternpw 0. O tram• r \ `� •, % ---'A • •A r6let21 Spicifitolion 00•A-4it. ' fngat.. 464'$ .: J CE TAIL r3 - , { ► t3. ttarar t♦ Fart J u! the ►pec1111atlont fee addtilslal 16guirtminle and rrxlertul rp c,{imt.ar.t 5•for i'S»' .'_, A • SEC 11011 ©h-t3{ *� •! tSarrl6r Ne. From% &ac0 ;few Intel flings, Aryks, W." t At.it s Angles ran -t qr tower At d fto Ni lip _ 01 SECTION_E_f. ~I! 2`cr ' L`,{,b' �'; 2�t6'' 2'i2:,,` 1's,t',�• 0�`4 �'� ' t' -—-- • i5st fLEVATION, Shia$21 ,Ir s a r 1•j r S rs t,r otos snip t 1 ]`t 2%ie, i T IV41V P�`Y� 4, zV-4`a�' G%i•f !] _ __r 3 4:4', �e'rl,ti i Asl:rn 3-!irtEr 3: 1 , '0 1'11 __!' j 1' 311: Ifir,t Ct- 3`13',!' Shaw ; 4. ► ttingt tae �» U.p fear• - ' r 1.. :- �l Analot f,. i 1• --P-{ '^••-t i- ,wrMingt My16t V/ _'! s, 1" CF TAIL 0 :.ds, r .�_ ' ,.- ; ` r } 1 W trot Bat Sed3" tin4oPin- . , ' SAN BERNARDINO CQUN rY Q f•LOOD CONTROL DI`3•rRICT -y f Rums !1!'YISIONS owif. sir OAI! { frame Angtss-� Argot 5ECIIUNcl:Cf 1 12ETAIL C_ .,1 K.J.K. 11-18-86 ISet ours No. If s,1 lift fitE tt0, __ S• 1? 101 . 3 ' V VJ CITY OF RANCHO CUCAMONGA �. CFD & PUBLIC STORM DRAW IMPROVEMENT PLANS FOR Q�pf ESS/0, C. DETAILS SHEET > NNo. 20596 • -CFD 2004-01 0 r'� m 1 • d* Exp. 9-30-05 tOW2005—0027 FQ` cAUF APPROVED BY : DATE: l /oma CITY ENGINEER RCE NO 24953 CITY OF RANCHO CUCAMONV� DESIGN pae,t S17320 O*350AritAve RECO DED CITY OF RANCHO CUCAMONGA VERTICAL CONTROL R C. • o`Q e t c x Irvine,CA 9261♦ j BM 10090949-251-8821 DRAWN ' tcNb►tr FAX: 9/42510516 SHEET I SET 2' BRASS DISK IN CONC. CURB STAMPED 'CITY OF RANCHO CUCAMONGA BM 10090 198Y D,L p Mons 1 N O I N 1 1 1 S S U R V E Y O R S —12--OF— 21 AT SOUTHEAST CORNER OF SUMMIT AVENUE (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKEDENO 20596 DRAWING NO. DESCRIPTION OF REVISION DATE CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 S.C.M. 2019 D2 APPROVED: ELEV: 1534.374 DATE FILE NO Q) 1.\60400\CFD-SD\SIP12.dwg 3/16/05 PROJECT SHEET NO. OF r a . T—Cr WO RCP INLET PIPE (LINE "DCB") F INV EL 1895.68 L CAST INTO ENDWALL CDS MODEL WO PIPE �� 01 w CAST-IN-PLACE DIVERSION PSWC56"Y53 (LINE "DCB") WEIR BOX SEE CALTRANS STD PLAN 14 CFS AND WEIR BOX D-80 AND D82 (7'W x 7'H x 81 36'0 MH COVER TREATMENT CAPACITY SINGLE CELL BOX CULVERT, MAXIMUM & FRAME 17.61' COVER = 10', FLAT INVERT) AND APWA 24"0 MH COVER I STD PLAN 323-1 24"0 MH COVER & FRAME I AND FRAME LINE "DC8" FINISHED GRADE STA 12+58.50 1313°° EL 1907.92 +'' t1`al '` naar non❑ ❑ noon $' noon n n n r I (TYP) CAS CDS MODEL 24" OUTLET PIPE 36" - PERAPWA STD PLAN MANHOLE LAN3321-1 CAST-IN-PLACE 60' 8'-�t' ( „ „) RISER PSWC569'S3 MANHOLE PER CIP DIVERSION LAT "DCB-S-) GROUT INTO RISER APWA STD PLAN 321 -1 WEIR SEE 48" DETAILS HEREON RISER— 36'0 MH COVER CAST CDS ar 12-5" INLET INTO CAST FIBERGLASS AND FRAME MANHOLE WALL A INLET INTO WALL LINE DC8' u r STA 12+50.50 CTR. OF 5.6'0 SCREEN AND 48"0 SUMP OPENING 1313°°° /. Wont /77 r13nn- �' 4'-0" WO RCP OUTLET PIPE (LINE DCB' ) j f. INLET AND ' nnn°o CDS INLET RISER °012000,. INV EL 1895.56 AND 24" RCP 1313'- 1313°°°° CAST INTO ENDWALL WEIR BOX & LA rt PRECAST RISER g' nnnn INV EL 1895.56 _ 1313°°° 1313°°° % STORM DRAIN nnnr .- LINE "DCB' 0 none • - OIL BAFFLE 24' OUTLET PIPE y CAST-IN-PLACE 5.6' DIAMETER 71' �'�, CONCRETE 12" MIN. 45y SS SCREEN (LAT "DCB-3") GROUT INTO RISER ��� AROUND INLET N 1A2"E MIIN CIP CONCRETE i 44 SUMP 10'-11' OPENING 30' BLOCKOUT 39 BLOCKOUT, 25" TALL 25" TALL. FILL VOIDS VA ( (FILL VOIDS WITH 1r AROUND INLET CIP CONCRETE) WITH CIP CONCRETE OIL BAFFLE 36" SUMP 96" ID 12" RISER T O 8—d 41 9'-6' O LV SECTION A-A CIP DIVERSION (n LINE "DCB" PLAN $r, 8" WEIR BOX #4 - „ TOTAL 4 GENERAL NOTES: a 24 24 CIP DIVERSION CHAMBER 1. ALL PRECAST MANHOLE COMPONENTS SHALL CONFORM TO ASTM C-478. W • Q WEIR CREST f-8" 1/—1 I CHAMFER (TYP) EL 1898.64 1 Z CLEAR (TYP) $„ 3'-1"} Z CLEAR Uj_ #4 TOTAL 8 (n'P) Q #4 TOTAL 8 B Vl B #4 - 0 12" 0.C. 7 d Qrr B — B CITY OF RANCHO CUCAMONGA SECTION(NO SCALE) CFD & PUBLIC STORM DRAW IMPROVEMENT PLANS FOR DIVERSION WEIR DETAIL oQ���E��� � STORM DRAIN LINE "DCB" (NO SCALE) �` �� � �yC CDS MODEL PSW56 53 INSTALLATION > No. 20596 m Q d* EXP. 9-M-05 * CFD 2004- 01 ROW2005- 00275 9lFCF CA����� APPROVED BY DATE: CITY ENGINEER Jj�( RCE NO 24953 CITY OF RANCHO CUCAMONGA DESIGN Mo.s. 1732GRedhlara REC ED CITY OF RANCHO CUCAMONGA VERTICAL CONTROL R.C. iws oOZICM k 3 o rine,G92611 Q � Yoi.949-251-8821 DRAWN BM 10090 ' SCHULTZ Fax: 949-251-051• SHEET 1 SET Z BRASS DISK IN CONC. CURB STAMPED 13 21 "CITY OF RANCHO CUCAMONGA BSA 10090 1987" D.L, P N I R S t 11 O 1 N 1 1 R S S U R V E Y O R S OF AT SOUTHEAST CORNER OF SUMMIT AVENUE DS TECHNOLOGIES , INC . (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED CE NO 20596 DRAWING N0. 0 C TE CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 DESCRIPTION OF REVISION DATE APPROVED: ELEY: 1534.374 S.C.M. DATE f a-1606 FILE NO 2019 D2 1.\60400\CFD-SD\SIP13.dw9 3/16/05 PROJECT SHEET NO. OF CDS MODEL 54"0 PIPE PSWC50/53 (LINE "J") 14 CFS AND WEIR BOX 36'0 MH COVER TREATMENT CAPACITY 7'—Cr & FRAME 18.63' 54!'0 RCP INLET PIPE _ � 24"� MH COVER (LINE "J") L CAST INTO ENDWALL AND FRAME 0 W CAST—IN—PLACE DIVERSION FINISHED GRADE WEIR BOX SEE CALTRANS STD PLAN EL 1905.0 �II ` I D-80 AND D82 (7'W x 7'H x 81 SINGLE CELL BOX CULVERT, MAXIMUM CDS MODEL COVER = 10', FLAT INVERT) AND APWA PSWC569'53 24"0 MH COVER STD PLAN 323-1 & FRAME , LINE "X 36'0 MN COVER 30' BLOCKOUI�, 25' TALL STA 11 +67.57 AND FRAME (FILL VOIDS WITH CIP CONCRETE)— °° (TyP) " CAST—IN—PLACE DIVERSION CTR. OF 5.6'0 SCREEN 24" OUTLET PIPE 48 36 WEIR (SEE DETAILS HEREON) AND 48"0 SUMP OPENING 16'-2" (LAT "DCB1 -2") MANHOLE RISE RISER 605 8'-0"CIP DIVERSION GROUT INTO RISER — WEIR SEE 8„ DETAILS HEREON r� 3 13 a°a 0131300 / CAST FIBERGLASS 0 000 LA PRECAST RISER �' °°°°° °aoa� INLET INTO WALL LINE "J" A LINE "DCB1" °�130aoo0° .', 12" •T 0 a c STA 11 +59.57 24" OUTLET PIPE % 3'-1" �` USE SIDEWALL REINF WEIR (LAT "DC81-2") I i� l t IN ENDWALLS (TYP) INLET AND R GROUT INTO RISER I 54" RCP, CDS INLET, / RISER AND 24" RCP / INV EL 1888.81 54"0 RCP CAST—IN—PLACE OUTLET PIPE ( 7'-0" CONCRETE 12' MIN. (LINE DCB1 ) OIL BAFFLE AROUND INLET CAST INTO OIL BAFFLE — OIL 5.6' DIAMETER 71' 45" SS SCREEN ENCASE INLET/OUTLET 411 96" ID WEIR BOX & EN IN 12" MIN CIP CONCRETE UMP 1 0'—1 1"� OPENING RISER STORM DRAIN 30' BLOCKOUT 12" 25" TALL. FILL VOIDS AROUND INLET WITH CIP CONCRETE 36 SUMP LINE "J" PLAN 12,. GENERAL NOTES: 1. ALL PRECAST MANHOLE COMPONENTS SHALL r CONFORM TO ASTM C-478. 0 2 ADDITIONAL 9'-6» 1 2 ADDITIONAL #6 BARS ql 2 ADDITIONAL #6 BARS #6 BARS, L = 9' (1 PER EACH FACE) 0 1 PER EACH FACE (1 PER EACH FACE) SECTION A-" A O ( ) N SEE CALTRANS CIP DIVERSION STD PLANS D80 AND 8" 8" WEIR BOX D82 FOR REINF NOT SHOWN #4 — TOTAL 4 24/" /2 4 CIP DIVERSION CHAMBER WEIR CREST Q EL 1891.89 � 1" CHAMFER (TYP) CO) W Q r(TYP) #4 — 0 12 0. :-l2" CLEAR (TYP) 3'-1" 2" 8" CLEAR f/ #4 TOTAL 8 (TYP) r r . W FIBERGLASS CDS INLET B #4 TOTAL 8 CAST INTO BOX CULVERT WALL B #4 — L0 12" O.C. INLET OPENING DETAIL AT INSIDE FACE OF g g' C ; 7' x7' x8' REINFORCED CONCRETE WEIR BOX DIVERSION WEIR DETAIL SECTION 13 - 13 (NO SCALE) (NO SCALE) (NO SCALE) CITY OF RANCHO CUCAMONGA_ � CFD & PUBLIC STORM DRAW IMPROVEMENT PLANS FOR I Cs '°'���, STORM DRAIN LINE "Jo CDS MODEL PSW56 53 INSTALLATION No. 20596 �' m 0 d* EXP. 9-30-05 * CFD 2004- 01 ROW2005— 00275 oc . 9lFQ` \EAPPROVED BY / DATE: CITY ENGINEER �/� � � /r� � RCE NO 24953 DESIGN MORSE 17320 IL-&J RECOMYED CITY OF RANCHO CUCAMONGA Suite 350 CITY OF RANCHO CUCAMONGA VERTICAL CONTROL R.C. • 0091c" 4vina G 92614 BM J110090 DRAWN ' 6tNYLTR Fnx 949-251949-251�80521 16 SHEET SET Z BRASS DISK IN CONC. CURB STAMPED n 1111 'CITY OF RANCHO CUCAMONGA BM 10090 19ar D.L. P N I R S ENGINEERS SURVEYORS 14 OF 21 AT SOUTHEAST CORNER OF SUMMIT AVENUE NOLOGIES INC . (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED E NO 20596 DRAWING N0. 0 DSTECH RN. Y LEVELED: 198 ' DESCRIPTION OF REVISION DATE PITY EL END OF CURB RETURN. YEAR S.C.M. 2019 D2 APPROVED: ELEV: 1534.374 DATE �'6&5- FILE NO 1:\60400\CFD-SD\SIP14.dwg 3/16/05 PROJECT SHEET NO. OF j USE SIDEWALL REINF FOR ENDWALLS (TYP) 24"0 MH COVER 7 AND FRAME CDS MODEL 54"0 PSW50'42 RCP OUTLET o DRILL AND BOND 11 EA J 54'0 RCP 9 CFS CAPACITY PIPE # 5 DOWELS X 10 LONG INLET PIPE 30"0 MH COVER INTO 6' DEEP X J'0 HOLES IN AND FRAME 24"O MH COVER CDS INLET/OUTLET TO BE AND FRAME CAST INTO CIP WEIR BOX (SEE DETAIL HEREON) STA 10+57.25 EC FINISHED GRADE BEG. PIPE EL 1927.00 30"0 MH COVER AND FRAME CIP DIVERSION WEIR BOX SEE CALTRANS STD PLANS D80 5' AND D82 (7'W x 7'H SINGE CELL BOX CULVERT, MAX COVER = 10', 11.06' MANHOLE RISER STA 10+52.67 x-60. WITHOUT X-SLOPE ON INVERT) 7 9' C/L CDS UNIT 10' AND APWA STD PLAN 323-1 INLET/OUTLET ar CIP DIVERSION WEIR (SEECIP P WEIR DET HEREON) TOP OF SEPARATION BLOCKOUTS FOR 17j_10 CHAMBER / PIPE INVERT INLET/OUTLET EL 1915.94 (SEE DET HEREON) STA 10+47.25 CIP DIVERSION SEPARATION 7- WEIR �Y42 END PIPE CHAMBER /9 9 CFS CAPACITY CAST INLET AND OUTLET PIPES ��oG CDS MODEL PSW509� STORM WATER INTO END WALLS TREATMENT UNIT 54'0 RCP 0 OUTLET PIPE SUMP J 4' • 17'-3' SUMP BOTTOM - EL 1906.36 P._ LAN 4'-10" ELEVATION (LOOKING UPSTREAM) 2 ADDITIONAL #4 BARS (1 PER EACH FACE) 0 CIP DIVERSION WEIR BOX O #6 DIAGONAL REINF (1 PER EACH FACE) O 6" L = 4', TOTAL 4. (�J #4 0 6" O.C. CIP DIVERSION 2 ADDITIONAL WEIR BOX #4 BARS 8. 1" CHAMFER (TYP) (1 PER EACH FACE) CIP DIVERSION WEIR BOX w FOR REINF NOT SHOWN c SEE CALTRANS STD PLANS 2" CLEAR D80 AND D82 (TYP) . . iQ • #4 0 6' O.C. 2'-z- co (EACH WAY) W #4 0 6" O.C. � � Q 2 ADDITIONAL LBARS, ENGTH OF BOX / CDSDIINLETSODUT OUTLET / CAS IILLED AND NTO BONDED INTO (1 PER EACH FACE) CIP WEIR BOX (11 TOTAL) P #4 L 0 6" O.C. BLOCKOUTS FOR W A 6" INLET/OUTLET DIVERSION WEIR DETAIL SECTION A-A (NO SCALE) NO SCALE BLOCKOUT DETAIL (NO SCALE) CITY OF RANCHO CUCAMONGA I- CFD & PUBLIC STORM DRAW IMPROVEMENT PLANS FOR Q�pf ESS• �p LINE "X" STORM WATER TREATMENT UNIT > rNo. 96 CO —42 d Exp. 9-30-05 � cc *� aim .* CFD 2004— 01 ROW2005— 00275 qlF� CAL�f�� ' z APPROVED BY DATE: f/61�5 CITY ENGINEER ������ %,1! (�/ RCENO 24953 DESIGN NORSE 17320Re"Ave. RECO ED CITY OF RANCHO CUCAMONGA suits 350 CITY OF RANCHO CUCAMONGA VERTICAL CONTROL R C O O■1 C H Irvine,a 92614 BM lloogo Voim 949 253-8821 DRAWN SCHULTZ Fax. 949-25to516 SHEET Li SET 2• BRASS DISK IN CONC. CURB STAMPED "CITY OF RANCHO CUCAMONGA BM 10090 1987 D.L. Pt N IRS I N O I N i I R 3 S U R V I Y O R S 15 O F 21 AT SOUTHEAST CORNER OF SUMMIT AVENUE DS INC . (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED E NO 20596 DRAWING NO. 0 TECHNOLOGIES , CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 DESCRIPTION OF REVISION DATE APPROVED: ELEV: 1534.374 S.C.M. ATE _ -OtTILE NO 2019 D2 i- ERROR! W is\60400\CFD-SD\SIP15.dwg 3/16/05 PROJECT SHEET N0. OF Wo CDS MODEL RCP OUTLET PSWC569'68 PIPE 36"0 MH COVER 24'0 MH COVER AND FRAME AND FRAME FINISHED GRADE EL = 1939.43 9' O J USE SIDEWALL REINF WO RCP 4' FOR ENDWALLS (TYP) INLET PIPE MANHOLE RISER CDS MODEL PSWC56g'68 19 CFS TREATMENT 24'O MH COVER (9'-4" O.D. MH SECTIONS) AND FRAME • 20.19' STA 10+72.48 36"0 ACCESS COVER SEPARATION SCREEN CIP DIVERSION WEIR BOX SEE CALTRANS STD PLANS D80 CTR. OF 8'0 60� AND D82 (9'W x 9'H SINGLE CELL 9' MH RISER BOX CULVERT, MAX COVER = 10', WITHOUT X—SLOPE ON INVERT) CIP DIVERSION t1' AND APWA STD PLAN 323-1 FIBERGLASS °°°°°°°❑°°° OIL BAFFLE � 00013o OVER OUTLET STA 10+65.48 WEIR (SEE 3'-4 131300 0000` DET HEREON) CIP WEIR C/L CDS UNIT °°°O°° — 7" FIBERGINLLASS °°oma PIPE INVERT _� BLOCKOUTS FOR EL = 1919.24 INLET/OUTLET 33 � �� (SEE DET HEREON) , j33 ;'' STA 10+61.48 s' CIP DIVERSION 11 SEPARATION WEIR 11' SCREEN CONNECTION COLLAR PER STD. PLAN 380 CONNECTION COLLAR PER STD. PLAN 380 CAST INLET AND OUTLET PIPES OIL BAFFLE INTO END WALLS i 5' 60"0 RCP 12'-7" 0 OUTLET PIPE J L _ 3 SUMP ACCESS t' 3' PLAN ELEVATION SUMP BOTTOM t' (LOOKING UPSTREAM) �I 0 s O 0 N 2 ADDITIONAL #4 BARS ' (1 PER EACH FACE) CIP DIVERSION C WEIR BOX w 2 ADDITIONAL r DRILL AND BOND 2 ADDITIONAL (1 PER EACH FACE) #4 0 6" O.C. i -----�--- i #6 BARS, FULL INTO " x V DEEP HOLE CIP DIVERSION LENGTH OF BOX WEIR BOX L----------------� (1 PER EACH FACE) W 9' 1" CHAMFER (TYP) -- ----- ----- ------ ------------ --- -------- Q 2" CLEAR 2 ADDL. # 4, L = 4' DIAGONALS (TYP) - ----- ---------------------------- ---- - -- -------- 1 EACH FACE (TYP) 1----------/---. 1T Jr ------------ 1 • CIP DIVERSION WEIR FOR REINF NOT SHOWN #4 ® 6" O.C. 3'-a P SEE LACDPW STD PLAN 3053-0 (EACH WAY) 0' • 120' V li -- -- ---- �' #4 ® 6" O.C. B `-------- -------- (EACH WAY) DRILL AND BOND V) #4 0 6' O.C. ----------- ------------------------------------ --- ------- B INTO S' x 4" DEEP HOLE CAST INLET & OUTLET DIVERSION WEIR DETAIL INTO WALL OF DIVERSION CITY OF RANCHO CUCAMONGA S L WEIR 80X � (NO SCALE) SECTION B—B (NO SCALE) CFD & PUBLIC STORM DRAW IMPROVEMENT PLANS FOR INLET/OUTLET BLOCKOUT DETAIL ESS/oLINE "A" (NO SCALE) N �2z STORM WATER TREATMENT UNIT COO No. 20596 m CDS MODEL PSWC56-66 d Up. 9-30 civitCFD 2004- 01 ROW2005— 00275 OF CA0 APPROVED BY / ' DATE: CITY ENGINEER /V` ��/���-� RCE NO 24953 CITY OF RANCHO CUCAMONGA DESIGN Mosss VhilAva RECOMME DED Suit@ib 350 350 CITY OF RANCHO CUCAMONGA VERTICAL CONTROL R.C. S 0091c" Grine,a 92614 r BM J 10090Yoim 949 251-8821 SET I BRASS DISK IN CONC. CURB STAMPED DRAWN scNu.,4 FA& 949-251-0516 SHEET It "CITY OF RANCHO CUCAMONGA BN 10090 1987" D.L. P N i!S ENO 1 N i t!S S U!Y t Y O!S 16 o f DRAWIN21 TECHNOLOGIES , INC . AT SOUTHEAST CORNER OF SUMMIT AVENUE (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED CE NO 20596 G N0. O DESCRIPTION OF REVISION DATE CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 S.C.M. 2019 D2 APPROVED: ELEV: 1534.374 ATE aSFILE NO 1:\60400\CFD-SD\SIP16.dwg 3/16/05 PROJECT SHEET NO. OF IO'-• 0" Spacing 10'-0" Spacing 10'-0 ` Spacing 10 -� 0 Spacing . � � -- PIPEMATERIAL LIST Typical Rai! and Truss Panel Typical Rail and Truss Panel Typical' Rail and Truss Panel Typical Roil and Truss Panel , Nominal Outside Inside Weight End or Corner Post Line Post Line_ Post Intermediate Post Diameter Diameter Diameter 0 Iliper Foot 2 -/Z nom. dia. x 9 --O std. I / nom. div. x So- 0 std. Line Post = �- = I % Horn. dia. x 8 -O std. Tension Bars. 2 %�►nom. dia. x 9 --0 std. Line Post N . N 2 3 3 2 -~-� (inches) (inches) (Inches) Lbs. gals. pipe with. gale cop ga�v pipe with gaiv. cap �. �- gala pipe with goly cop /e x /4 min. gaiv. pipe with gale cap 11 ga. wire ties N 7go. spring steel Il go. wire ties C4 1 /� nom. dia. std. x - - Cit 12" o.c. � tension wire with ��;�, at 12" o.c. rgolv. pipe rail t' Y � ` it wire ties at 24"o.c. t, , fi • ; 1 27 1.660 1.380 2. ' %"nom. dia. std. 'r 12 ga. x I min. � gaiv. pipe rail at 16" max. O.C. r'y 3/ " dia. Tension Rod y ` x _ _ - with adjustable tightener , , 1 /2 1.900 1.610 2.72 Y' II a, wire ties o 11 o. wire ties and fittings (See note 1) ` Tension Bar g � 9 9 •' �' „ 3/g`► x 3/4�min. '~ , , Y• (total 6 each ' - tD co (total 6 each til .�, , X' 2 2.375 2.067 3.65 i post-equally spaced) post-equally spaced) I" , .,•. x . , �, . ` 21/2 2.875 2.469 5.79 12 go. 'x ! min. !► 7 go..- spring steel tension f� 2 at 16 max. o.c. 2 Mesh 72 °>�`• 2" Mesh, 72 wire with it ga. wire ties 3 3.500 3.068 7. 58 . chain link fabric � chain link fabric - . 0 t. 2 4" 0.C. '` Y ' . ,.. �, :,. f �. _ -� •• r, w - Note • - • t ,• N cs N g. .000 3.548 9.11 /8 dio Tension Rod I' /2 Crown :. ,I t 3 /Z 4 t .,� �,, ,•I I•, Intermediate Post to be ,•� I , , /2 Crown .'. I ,:... O with adjustable tightener .al 1 .. with smooth ., ,,. i , I I , installed at not more than I i o with smooth c} 4.500 4.026 10.79 and fittings (See note 7) ��,� trowel finish �=' •u• • ' • �� I• .� N .1000 intervals trowel finish .. �••. ' = Note: (typical) - yp •. �I - • �. s .', •°° 2" dia or -C}- 16" dia or -C3• - •I �� 65 18.97 •�f For corners, Typical Rail 12"dio. or v u° 6 6 625 6 0 and Truss Panel to join Post in both directions 8 8.625 7.981 28.55 !6`' dia. or -U � . TYPI-CAL N - '� 10`--0" Spacing Clear Opening Varies 12' -- 0" to 26'- 0" 10`--0" Spacing Typical Rail and Truss Panel- ' Typical Rai and Truss ane! Gate Post I V. nam. dia. I % nom. dia. Line Post Line Post_ 3 % nom. dia. x 9'- d'' std. Tension Bars std., gaiv. pipe std. goiv. pipe Gate Post I %2 nom. dia x-8'-0" std. gaiv. pipe with gaiv. cop 3/g x /4 min. for gate frame stiffener gaiv. pipe with. gala cap +_ GENERAL NOTES • I %� nom. dio. std. cv � II9o. wire ties gaiv pipe rail "' at 12 o.c. • .� 1. All Chain Link fence materials, fittings and installation sholl conform .to Cut - Out for' the latest edition of the Department of Transportation Standard 12 ga. x I" min.-� Chain .a Lock 3/8 dia. Tension Rod Specifications, Section 80, ".Fences". and this Special Drawing:,_ at 16" max. 0.c. (typ) 6" x 6" with adjustable tightener ` and fittings ($ee note `l) o 2. The fence fabric shall be placed on the outward facing .s.tde of the. posts, co siret�hedrtaufi,,;,andysecrely. fosiened Unless otherwise 01 shown on the plans-_:.. 3. Clearance. between right-of-way and fence fabric s.010. be 6' unless . 7ga. spring steel tension f � otherwise shown on the plans. O wire with 11 ga. wire 2" Mesh, 72" ties at 24" o•cchain link fabric 4. All gates shall open inward, except if otherwise noted in- th s Zectoprovisions., �:I l 11 ga. wire ties (total 6 each ° Ti fabric to top, '� N � ) ger Rod Catch t/ Crown °• t' N �'= ' .i I .,: .:o Plunger _ 2 i 5. All gate hinges shall be heavy duty mollgaOle Iron or steel, industrial post -- equally spaced) I i • bottom and stiffener `• ••1' 1 with smooth �•Ii�� service type 270 degree swing, non•-removable, of approved quality. ;..�; °. of frame with Ilgo. 'rrs 12" dia. or -U `.�� 1 %o trowel finish °°� N and design, and spoil be fostered from the inside. Note: I i wire ties at 12"o.c. 16" dia. or •:1 • - (typical) ° � . Provide stops .to hold ales open ••�� i '� � - � .'•��J°�• `r � • � • � 6• � I " � p 9 p p v , • , Secure galvanized cap to post with /4 galvanized round head rivet, or tack weld, as directed by the Engineer 12" dia. or -U DOU VGATEDETAIL . t Adjustabie tightener shall be turnbuckle or equivalent, having , 4 � 6" minimum takeup. LLJ 10'-0" Spacing 4'- 0" !d'--0" Spacing � . Typical Roil and Truss Panel Clear Opening Typical Roil and Truss Panel 8. Diameter size of Line, intermediate, Corner, End and Gate Posts to be I i/2 nom. dia. Gate Post ll Line Post as shown on this Special Drawing. i ► I%2 nom. dia. x -0 _ --: 8. Ali bolted hardware items -shall. .also be, tack welded in such a manner- as to Line Post Tension Bars std. gaiv. pipe 2 /2 nom. dia. x 9 -0 std. Std. goiv pipe with N 3 to 34 g g pipe g p gaiv. cop ' prevent .removal by unauthorized individua{s. / x / min. for ate frame gaiv. i e with al ca .� , " nom. dia std. a 11 ga. wire ties 10. All fence fabrics all have a '12; wide hcrizontaliy painted stripe along the 0 4v gaipipe roil of 12 0.c. _ y center of the fabr c. The paint shall be a reflective type orange or approved equal. Af ter fence fabric has been* painted, a sample of sold paint shall be Z Cut - Out for given to the San Bernardino County Flood Control District, Operations Tension Rod Chain Ek Loc /g dio. _ Division, along with the manufacturer's name and- paint specifications. (typ.) 6"x 6" with adjustable tightener o . • and fittings (See note 7) to x Fasten gate catch to post 6 CHAIN _ N _ CITY ® RANCHO CUCAMONOA12 a. x I" min. � 9 • _M 2" Mesh, 72"� . � � .(TYPE CL-6 r 72 FABRIC) at 16 m.ax. o.c. chain link fabric STORM DRAIN IMPROVEMENT PLANS FOR °F ESS/ DETAILS SHEET � ,c�;`'" '�,'lJ,�c'�'" '. :-: ••.• . 'ill '�'7l , '�i«I �+ 'q ?go. spring steel ° i • • :'i i . ' I " ca. F • Tie fabric / Crown . i N �o ti •{ I,► II go. wire ties tension wire with - .t �� i �:• ; - w with smooth 't I'• ' N U CFD 2004-01 0 • I t i to top and o • No. 20596 '" m •'I (total 6 each iI go. wire ties at ' •i i; I i • •i t• i m ' post - equally 24"ac. •,i I.• bottom of ,�I i , • ' trowel finish •,�j,•• Exp. 9-30-05 r 9 frame with :;.•I t , m (typical) N ®W00J®0075 A` •, spaced} „ ° •I • • II a. wire :'I i': ' =�' . • : ��- APPROVED BY DATE. �. �.: 16 dia. or C}- •u• g , .U:..� /�/t��� c ��� 24953 4 ties at 12' o.C. • 12 dia• or •C�- CITY ENGINEER RCE NO DESIGN ,.o.,. 17320RedhlAv RECOMt� DED CITY OF RANCHO CUCAMONGA ui» S350 CITY OF RANCHO CUCAMONGA VERTICAL CONTROL R C ® o o 111 C N k,k^CA 92614 BM _ Z0090 X949 251 ,DRAWN fCNUlTZ FA. 949-251016 WALK GAT E - DETAILSHEET SET BRASS DISK IN GONG. CURB STAMPED "CITY OF RANCHO CUCAMONGA BA 10090 1987D.L. s IN 1NEE!s sutr�ross 17 OF SOUTHEAST CORNER OF SUMMIT AVENUE 21 (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE CHECKED �� 20596 DRAWING N0. DESCRIPTION OF REVISION DATE CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 S.C.M. E NO APPROVED: ELEV: 1534.374 DATE ��AFILE NO 2019 ®2 (� I:\60400\CFD—SD\SIP17.dwg 3/16/05 PROJECT SHEET NO. OF I I Maximum S acin 10'-O" Max. S acip 10'-0" Maximum Spacing " - ��. . p g p . . . 9 rt M , 1 i0 Q MQXimum Spacing Typical Rail a 4' 0" a Typical- Rail a - . - -y. Typical Rail $i Truss Panel ypical Rai 81 Truss Panel Typical Fail 8c Truss Fonet T piea!'Rail a Truss Panel Tru s' Panel C ar y le . Openin9 Truss Panel End. or Cor: Post Line Post t term-edtato, Post Gate, Post PIPE. MXrERIAL L 3 om.dta.x7 -!Ol std. ; ' 7 a. sprin stip tension line ost 2/2"nom die. x ? -4 std. 3" ,a : Ti „ � 11 2 nom.dia. std. n . r 9 9 P.: n9m.di. ,x7. 10 ltd, ggal , pipe with line pAst 3 nom.diax T l0 std. --- aiv. , e with wire with lige. wire aiv. pipe with gaiv ca to'be installed at gale pipe for g p...p „ 9 p p p� . gaiv. pipe with Tension Bar N'' mi al. Q,uiside inside Wei ht aiv. ca ties at 24 0.G. y - g p gaiv. cap not more-. than 100Q intervals = - gate frame ---- 9: N gatv.._cap -" 0.iome#er Diameter biometer per Foot 3/,a" x 3/4�' Mi n, /4°normdia.std, galY:pipe rail'' IIgo. wire ties Cut•Out foe--- Iiia"'nocn. dig. std. (Inches) (inches) (Inches): t.bs.. (typ ) - a# 12'� Chai ` & Lock gat.'pipe roil. Tense n Bar (typ• - - ,. o - %eau x /.4" Min: - Ten ion Bar co hex /4 Min. _ 2-'me 0,72 chain Tension. Rod with :d� o -- '� v� v "<� Fasten gate 6"� tints fabric I1/ ... , . 1.660 1.3f30 2.2t --_. ddjusi.able tightener 8i catch to post l 2 a,x t" Min: a /� fittings g " s (See note 7) Itga Wire ties g I1900: 1.610 2.72 of !6 Max. O.t. `\ 1. 2`'.mesh 72: �(total 6 gash in chain lino fabric Post-edquaity s/e" Tension Rod with adjustable spaced) tightener a fittings (See note 7) _ _ : 2 2:315 2.061 3.65 p N N co Top of Channel u I 6 u Note itlf �. A �s Top of Channel Wnll e -i8" t r on light weight 18``long, light wei ht For corners typical -12" ion light weight Wali � metal Inner (See note 9) 21/ 2.875+ 2.469 5.79 �r Yp g1 g 9 - 2 meta! ns.ert 9 Rail a Truss. Wire metal insert (See note 9) tt Tie,fabric to top and (See_ note 9) Panel to fain Post in IQ'IQh9, light weight 3 N bottom of frgme .with /a Tension Rad with, adjustable both directions rrleta insert(See .dote 9) + �T N 3 3.50.0 3.068 7. 58 1.1 ga. wire ties qt 12 O.C. tightener a fittings (See.note 7 ) 4.000 3.548 9.11 2 ... ;: 4_ 4.500 4.026 TYPICAL ...Af FENCE I y ` WALx . . .. 6 6.825:. 6.Of 5 18.97 - t3 8.625 7.981 281,.55. Typical Rail 8, �_ IO'• W Maximum. Spacing _ a Typical Rail 01 Clear Opening Varies 12'-0" to 26'- Uf Typical Rail & Truss:`Panel pica 1Qi81 ,runs;- ane 74 Truss Panel_.. Truss Panel - Y Tga. spring stl tension wire Line Post wrath l gg wire tiffs at 24`�O;C,` 2%2 nom.dia.x 7=4"std aiv l �/4" nom.dig. std. gale pipe stiffener Intermediate�Post 5- pipe with- gaiv. cap Gate Post 3"nam dia;x7-t std: gaty. Tension Bar 4 nom. diQ.x7 = lQ std. Tension Bar i aittt 6!v ca 3 T 3 ,� s/$ Tension Rod with adjustable p ¢ P /la x. /4 Min gaiv pipe with ti htene.r 8i fittings Sea nofie 7) 3/isu:x 3/4";Min. g . . . 9 aiv•P+pe gaiv cap GE` A NOS' d+a•sta'9' N r 0►1.1L n, �. Tens,o c a,a nom.did.std. 3 .. 3 ,; div pipe rail(ty ,) eta x l-a Mm. 9. P I. All Choin LLink fence materials, fittings and installation shall conform to the latest edition of: the'De ,artmenf of Transportation S and r Rod d 2,.mesh, T2 , s�or+ er 3 c9 3" N. .Ten hten /a QTension Rod�with adjustable _ _ ec.i#i.,catio.ns S ction 'PLP' renc.es. nd thin S e ial D wi chain C10,10bric -.. : �a to t+9 . f Cut-Out for p, e, , Q: p ..c rQ n9. a astnb ole ?� tightener 8i i i f tt ngs (See note 7) Chain 8i`LoGk(typ s 8► f! i 2. The fence fabric shall be laced on the outward facingid f t stn, ti side. o e o _ auf and sscuref f ast'ened,` unles otherwise 'shown. on he len stretched t yr s 'plans. S 2. e 1,7 . hoin link fabric<` G. 3. The fence.fabr. s all be.:9 a" a :un.iess:o erwisa s ec'fi d: ., : a . . h,. g 4; 1;.. th p a,:e . - � rt. Top of Chani)el Watl 1�9 ., no, JI longi+ ee ; 12 ert t8. 1t --Plun lunger Rod u N `9 +ns., 18 lan , tighi; weight 9 - etal d M 4: A.11 ales shall o en aufwa d'exee-.t if otherwise noted ' I htweightrnetai insert(Se"S noto'9 Catch ,� g, P,., x.,. . p. ,n the speciQl provisions. !$ qng, lig.. metal' inserf(See note 9). .1 :. ie fabric a t d` 'Tie t cR.e�1:. 2 nom.die std. gaiv. 5. A.lI gate hinges shall be heavy dui malleable iron or $teal industrial bo .tom of frarne.w,th pipe-for'gate frame : , a # " = servl.ce' t ,e 2�O ;ds ree. swan : non r movoble of a roved ua it p 9� e: app q .-.� ,y LI ga.wire ties, Y g. ., ond::.design, and steal) be fon tined.. from th+ `inside: 6. Secure galvanized cap to post. with /4 galvanised: round hemi rivet,ot flack" tte(d. TY_P1CAL­..FENC'hE Ad'ustabte t' hten r I t t. 1 ,, tg;= , tr, she I be. urnbuckle or equivalent, having Q O ELEVATION ONSJL�00` PE* TYPICAL DDRIVEGkrE11 .6 - - minimum a eupi. N 8. Light weight metal inserts shall, be sheet metal tubes with !. D. 3/4" w Typical- Rail 8i Typical. Roil 8c' qr'. ..r, than 0. 0 of piPo used, Posts are' to be grouted into inserts Truss Panel Truss Pane r 10-.0! Mdzcimum Spacing g . grout of I or.t oar'Gement and 2 �- , usln neat parts of water. IO-0 Max. Spaoi.nq End Post icat Rail Truss Panel „-- TYp. e. p 3 no.,rr► dja..x7 .a0 td. gals. Headwall or A cite : . ,. ' Q e. ll;p l d t arcij ore ems shat! also be`tacEc welded in such a manner as to. Tension Bar pipe with,galy stip Parapet Fence Post :removab ::unauthor�ied:tndi,v.iduats:` , 3/,a" x :3 Of!3"nom.dia' 7'-i0"std. gaiv prevent: U� Intermediate Post L!�! �, , „ pipe with gaiv. cap IQ• A!l fence fabric shall have' a 12" wide, horizontally-painted. stripe along the 3 nom.diax7�IQ std: galI Headwall or Parapet Fence Post center`of the fabric. he at pipe with gaiv cap I/4 nom.dia.std.gaty pipe :N T paint: shall be a refleetiYe type.orange or op proved reit with it ga. wire ties at l2''O.0 e..gaa1. After fence fabric tion been painted, a sample of said paint shall be given to the San Bernardino 'County Flood Control District, Operations Division, / Fill clear openings Tension Bar aloe with the manufacturers name and point specifications. 1 %4" nam. dia. std. olv, pipe rain o 9- 9 PP P p _ greater than 4 with u. u . 5 >�� chain link fabric 3/1eu x 3/4" Min. ��' mesh, 72" 2 mesh,72.--; 9 a• chain link fence I I. For wall thickness l2" or seater, use P �� g post sizes as shown. \chain link fglbric ``� Aa,SQ�,v,P Q_0, For wail thickness less than 12' use post sizes as folio `i% Headwall or RCB Parapet Note 11 ' - nfermediate, eadwAll, ora et 81 Walk Gate Posts 21/ , nom. dia. Note s/e" Tension Rod ,�. 4ti ' o End, Corner ! H P �• 5 i2 go. x 1 Min. Igo. spring s.tt.tension r. Line Posts 2`" nom, diQ,. / p Double Drive Gate Posts -- 3" Where Panel spacing on slope +with adjystabla tightener ��e Where spacing exceeds 10 -0 u r nom. die. exceeds IO'-0" install 2%2ux7`-4" Ss fitting$ (S e. note 7) instail 2 %2Txgr-4"std. aiv. .i a at l6 Max..O,C; wire withl Aga. wire 9 P p ti£3 at 24 Q.C. std. gaiv. pipe Line Posts with .`�h Ling Posts with gaiv.-eye type gaiv. caps and 12 tong, light ,ae �� Top of He,adwat.l CHAIN >t caps for"top rai 1 and 12 long LINLK N weight metal inserts .at equal r ' e or Parapet. g q .. _ ��g t . tight weight metal inserts at intervals of. 16-0 or less }� �4� e "nal internals of 10-0 or less - Top pf ChQnjael. W41h. r >> 9 - - ) 1 w (TYPE CL 6 - 72' FAQRIC l8 long,tight weight-- metal. inkir ts(5ee note 9) CITY OF RANCHO CUCAMONGA � STORM DRAIN IMPROVEMENT PLANS FOR NCEEr, `HEADWAI�L TWICALL HEADWALL R*:"�! SS���C. DETAILS SHEET,- NN TL.y .. E.� LEVA"r Q ..._ ION a � -,, � -::; �.,. . No 20596 �' (ICFD 2004- 01 0 ,NCLUOES . R C 6 PARAPETS} Exp. s-3o-o5 INC.L.UDES RC PARADE t5) ROW2© 275 �> ci q vet * O�'O® lFoF CAIL�F°`� APPROVED BY DATE: CITY ENGINEER RCE N 4953 CITY OF RANCHO CUCAMONGA DESIGN M,.f, 1732oaedhMAve RECOf ELDED sail.aso CITY OF RANCHO CUCAMONGA VERTICAL CONTROL R.C. ® O O[ICH Ovine,CA 92614 BM 1 10090 DRAWN ( Voice:949 251-882, SET Z BRASS DISK IN CONC. CURB STAMPED S C N Y t T 1 eax 949 231-0516 SHEET "CIN OF RANCHO CUCAMONGA BM 10090 1987' D.L P t g!S e N G 1 1411125 SUR v E r o!s 18 O F AT SOUTHEAST CORNER OF SUMMIT AVENUE (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE; CHECKED - Qk�CE NO 20596 DRAWING NO. O DESCRIPTION OF REVISION DATE CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 S.C.M. [' APPROVER,-, ELEV: 1534.374 ATE t3•/(0•U FILE NO 2019 ®� is\60400\CFD-SD\SIP18.dwg 3/16/05 1 PROJECT SHEET NO. OF STRUCTURAL NOTES 1. DIMENSIONS FROM FACE OF CONCRETE TO STEEL ARE TO CENTER OF BAR AND STRUCTURAL SHALL BE 2 INCHES UNLESS OTHERWISE SHOWN. DESIGN CRITERIA 2. CONCRETE DIMENSIONS SHALL BE MEASURED HORIZONTALLY OR VERTICALLY / ON THE PROFILE, AND PARALLEL TO OR AT RIGHT ANGLES (OR RADIALLY) TO CENTERLINE OF CONDUIT ON THE PLAN EXCEPT AS OTHERWISE SHOWN. UVE LOAD 3. ALL BAR BENDS AND HOOKS SHALL CONFORM TO THE AMERICAN CONCRETE H2O - S16 - 44 UNLESS OTHERWISE NOTED S` INSTITUTE'S "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", 2001 ?� EDITION, SECTION 7.1. DEAD LOAD / 4. PLACING OF REINFORCEMENT SHALL CONFORM TO THE AMERICAN CONCRETE EARTH LOAD PER MORSTON'S FORMULA: w = 125 PCF 61 \10" / INSTITUTE'S " BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", 2001 Ku = Ku' = 0.150 / IN, 10" EDITION, SECTION 7.5. Bd = OUTSIDE WIDTH OF BOX PLUS 4 FEET Oq ff,QX / 5. TRANSVERSE CONSTRUCTION JOINTS SHALL NOT 8E PLACED WITHIN 30 INCHES OF SIDE EARTH: 70 PSF PER FOOT OF DEPTH MANHOLE OR JUNCTION STRUCTURE OPENINGS. INTERNAL WATER PRESSURE: 62.4 PSF PER FOOT OF DEPTH WEIGHT OF CONCRETE: 150 PCF / 6. TRANSVERSE CONSTRUCTION JOINTS IN WALLS AND SLABS SHALL BE IN THE SAME PLANE. NO STAGGERING OF THE JOINTS WILL BE PERMITTED. TRANSVERSE ALLOWABLE STRESSES CONSTRUCION JOINTS SHALL BE NORMAL OR RADIAL TO THE CENTERLINE OF CONSTRUCTION. f� = 4000 PSI (AT 28 DAYS) (SPECIAL INSPECTION NEW RCP BY OTHERS 7, THE TRANSVERSE REINFORCING STEEL SHALL TERMINATE 1 INCHES FROM THE IS REQUIRED PER GREEN BOOK) CONCRETE SURFACES UNLESS OTHERWISE SHOWN ON THE STRUCTURAL DETAILS. f c = 1800 PSI 8. EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE ROUNDED OR BEVELLED. n - 9 SHEAR AND BOND STRESSES PER A.C.I. 318 - 2000 9. NO SPLICES IN TRANSVERSE STEEL REINFORCEMENT SHALL BE PERMITTED OTHER REINFORCING STEEL: ASTM A615 GRADE 60 THAN SHOWN ON DRAWING WITHOUT THE APPROVAL OF THE ENGINEER. NO MORE THAN TWO SPLICES WILL BE PERMITTED IN ANY LONGITUDINAL BAR BETWEEN SPECIAL NOTE FROM SBCFCD TRANSVERSE JOINTS. SPLICES SHALL BE STAGGERED. 1. USE CONCRETE WITH MINIMUM STRENGTH OF 5000 PSI 10. LONGITUDINAL STEEL SHALL BE LAPPED 20 BAR DIAMETERS AT SPLICES. ON THE RCB AND ON THE JUNCTION STRUCTURE INVERT. TRANSVERSE STEEL SHALL BE LAPPED 48 BAR DIAMETERS AT SPLICES. 2. USE MINIMUM CONCRETE OF 4000 PSI ON THE WALLS 11. LONGITUDINAL STEEL SHALL BE CONTINUOUS AND EXTEND THROUGH ALL AND SOFFIT. CONSTRUCTION JOINTS. 12. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, TRANSVERSE JOINT KEYWAYS (IN 4✓v SLABS AND WALLS), AS DETAILED FOR LONGITUDINAL KEYWAYS AT THE BASE OF THE WALLS, SHALL BE PLACED AT THE END OF EACH POUR, BUT THE SPACING + THEREOF SHALL NOT EXCEED 50 FEET OR BE LESS THAN 10 FEET. ALL +� CONSTRUCTION JOINTS IN BOTTOM OF SLAB, TOP OF SLAB, AND SIDE WALLS SHALL �v BE IN THE SAME PLANE. NO STAGGERING OF THE JOINTS WILL BE PERMITTED. 13. UNLESS OTHERWISE SHOWN ON THE DETAILS, IN CURVED SECTIONS TRANSVERSE 21 BARS SHALL BE PLACED RADIALLY. STRAIGHT TRANSVERSE BARS IN TOP AND BOTTOM SLABS SHALL BE SPACED AS SHOWN ON THE THE TYPICAL SECTIONS. SPACING SHALL BE AT THE CENTERLINE OF THE BARREL ON THE OUTSIDE OF THE CUVE FOR DOUBLE BARREL BOXES. STRAIGHT BARS AND L-BARS IN WALLS \ / SHALL BE SPACED AS SHOWN IN THE TYPICAL SECTIONS, WITH THE SPACING Q MEASURED BETWEEN THE VERTICAL LEGS OF THE BARS. STq�Z ?r 14. AT THE BEGINNING AND ENDING OF ALL POURS, A CURTAIN OF REINFORCEMENT SHALL BE PLACED 3 INCHES FROM THE TRANSVERSE CONSTRUCTION JOINT. 15. THE VERTICAL WALL STEEL IN INTERIOR WALLS AND IN THE INTERIOR FACE OF THE EXTERIOR WALLS MAY BE SPLICED AT THE CONSTRUCTION JOINT AT THE BASE OF THE WALL. THE SPLICES SHALL BE 48 BAR DIA. 16. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60. ALL REINFORCING SHALL BE FROM IDENTIFIED STOCK WITH MILL ANALYSIS SUPPLIED. Ed 2 U X 10" THICK CONC. WALL, NORMAL WEIGHT BEAM PER o U �� REINF. 2 N 412" O.C. TOP & BOTT REINF PER 21 XIST. CHANNEL WALL EMP AND SHRINKAGE REINFORCING .. 40" 12" THICK CONC. SLAB TOP & BOTT 1 #6TYPEAEND 5 NORMAL WEIGHT CONC. REINF. PER [40- . . � 21 3�. 0 EA. HORZ. BM REINF. — — — — — — — — — — — — — — — — — — — — — — — -- - — — —z CD CD — — — — 21 � 2 2 2 BEAM PER SECTION O - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — 19 21 I hornton I omasetti Group c-Ds � XIST. CHANNEL FTG 2415 Campus Drive Suite 110 Urine,CA 92612 `" . 9 (949)271-3300-(949)271-3301 fax * Exp. 6-30-06 NEW RCB PENETRATION ,N!r'kx k,NY-ri- lark,W–Tra-l.r, fr f;T- k r::;ei,MA s \, NEW RCB BEYOND Qk K jo,1! Tx-,CAarw,a Cvxify,CA `!l'll uc T q%�' Q (n NEW VERTICAL PANEL F 4F Cad-�F� JOB NO. GG4684.00 PENETRATION L VATION CITY OF RANCHO CUCAMONGA NOT TO SCALE STORM DRAW IMPROVEMENT PLANS FOR Q�oFI C.ESS/ o,�� STRUCTURAL DETAILS S DRAINAGE N No. 2059601 m CFD 2004— 01 (TRACT 16226 & 16227) 0 � * Exp. ivo- 5 ROW2005— 00276 glFOF CA0E�� APPROVED BY : / � DATE: CITY ENGINEER /�/l ������t� ��/l�� RCE NO 24953 CITY OF RANCHO CUCAMONGA DESIGN h1a.S1 173201.&1 Am R% DED CHANNEL PLAN R.C. ® k Suits 350 > ,� CITY OF RANCHO CUCAMONGA VERTICAL CONTROL 0 O C 1 C N Ovine,a 92614 � / BM 110090 DRAWN 1 Voice:9492518821 NOT TO SCALE SET I BRASS DISK IN CONC. CURB STAMPED S C H U L T Z . 941.1-0511 S H EE E CITY OF RANCHO CUCAMONGA BM 10090 1987" D.L. P JVNIRS i N O 1 N 1 1 R S SURVEYORS 1 V Q F 21 AT SOUTHEAST CORNER OF SUMMIT AVENUE (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE; CHECKED / CE NO 20596 DRAWING N0. 0 DESCRIPTION OF REVISION DATE CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 S.C.M. G APPROVED: ELEV: 1534.374 DATE )FILE NO 2019 D2 I:\60400\CFD-SD\SIP19.dw9 3/16/05 PROJECT SHEET NO. OF H2O-S16-44 SURCHARGE LOADING III III 111- 111 III III Ill III III III III III I I III II III III II1 III III III 111 III III III III III iII III= � III III III III III Ill III III III III 111 III III III it I Do III III III III III 111 III III III 111 III III III III= III III III III III 111 III III III III III III I I III II III III III11 Ill III III III IIl III III III III III= III IIi lil IIS III 1-11 IMI I I_- I I I : ILI III III III II . . . . . . . . . . J 506" O.C. 5012" O.C. N HORZ: H+16" HORZ: H/2 • 506" O.C. 5012" O.C. HORZ: H/5 & VERT: V+16" HORZ: H 2' cLR _Z 2' CLR o z I g i� J5012" O.C. VERT: V+16" Uj a w LONGITUDINAL BARS ' L 5012" O.C. 14 0 12' O.C. HORZ: H/2 & VERT: V+3" f� X � W 5012" O.C. HORZ: H/2 & VERT: 3/4* V 5012" O.C. 506" O.C. CONSTRUCTION HORZ: H/2 HORZ: H/5 & VERT: V JOINT INVERT 506" O.C. • HORZ: H+16" 5012" O.C. HORZ: 3/4*H 2" MIN. COVER BOX CHANNEL BEDDING NOTES :- SAND UTILIZED FOR BEDDING SHOULD BE FREE FROM CLAY OR N ORGANIC MATERIAL, AND SHOULD BE GRADED SUCH THAT 90 TO 100 PERCENT WILL PASS A NO. 200 AND SHOULD HAVE A MINIMUM SAND EQUIVALENT OF 30. THE BEDDING MATERIAL SHOULD BE PLACED ON SUBGRADE WHICH IS FIRM AND UNYIELDING. WHERE IT BECOMES NECESSARY TO REMOVE BOULDERS OR OTHER INTERFERING i OBJECTS AT SUBGRADE FOR BEDDING, ANY VOID BELOW SUCH SUBGRADE SHALL BE FILLED I I (— I I ( III I ( � III I i ( III III III III ) I I I I ( III III I o L WITH THE BEDDING MATERIAL. WHERE SUBGRADE IRREGULARITIES FOR THE BOX CHANNEL a i I III I 1111 l I I I I ( I I l III III III III III III— III— - RESULT FROM REMOVAL OF LARGE BOULDERS OR COBBLES, SAND BEDDING MATERIAL SHOULD BE PLACED TO PROVIDE UNIFORM SUPPORT. JETTING OF BEDDING OR TRENCH BACKFILL III— III III III III III III III III I I ( III III I I ( III I 0 MATERIALS IS NOT RECOMMENDED. C4 'H'=VARIES ® EXIST. CHANNEL 10'-0" MAX 10' ® RCP: T-0•' MAX / 6'-6" MIN. 10' ``^^w V! TYPICAL R.C. BOX SECTION 1 NOT TO SCALE 20 Uj 12 I � _ �L 20 BAR T2/2 DIA. 1» Thornton Tomasettl Group Q�OFE8S/0,�! 10 y 2415 Campus Drive Suite 110 Irvine,CA 92612 w (949)271-3300-(949)271-3301 fax * Exp. 6-30-06 N rk X YrtK NY-tL wafk,W-Tg-lrLo 1 CT- MA x �N w air--o,1L-CL11,TX-t;fU-,ACjxJj.CA `rlAUC 111 ��\Q co JOB N0. GG4684.00 0�f cA` EQ - w0 _ CITY OF RANCHO CUCAMONGA _ STORM DRAIN IMPROVEMENT PLANS FOR oQ��fESS,0, I STRUCTURAL DETAILS SHEET T2/3 ���` `'�F.1 C. CF® 200 .- 01 (TRACT 16226 & 16227) 0 No. 20596 ''' �,, T2 �* Exp. 9-30-05 * ROW2005- 00275 TOP OF WALL RASE OF WALL TRANSVERSE JOINT FQ` CAl- APPROVED BY DATE: % CITY ENGINEER � <,,��r� l��i RCE NO 24953 CITY OF RANCHO CUCAMONGA DESIGN ma.=, 17320P.&AAve. REC�O�M-- ENDED 50 CONSTRUCTION JOINT DETAILS CITY OF RANCHO CUCAMONGA VERTICAL CONTROL R.C. ® o o r I c» rrin0.a 92614 � BM X100901 Voices 94925i-882105 SET 2' BRASS DISK IN CONC. CURB STAMPED DRAWN sc»ulrz FAX: 94925;- 16 SHEET NOT TO SCALE 'CITY OF RANCHO CUCAMONGA BM 10090 1987" 20 OF 21 D.L.. PL IRS tNO1NttRS SURVlYORS AT SOUTHEAST CORNER OF SUMMIT AVENUE (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE, CHECKED ,/ �/ �� CE NO 20595 DRAWING NO. 0 DESCRIPTION OF REVISION DATE CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 S.C.M. e; � 2019 ®2 APPROVED: ELEV: 1534.374 . DATE � FILE NO � 1.\60400\CFD-SD\SIP20.dwg 3/16/05 PROJECT SHEET N0. OF HEADWALL OR ENDWALL 21 #4 [�'0 12" TOT. 5 EXIST. CHANNEL WALL #4L J ® 12" O.C. TYP. 3-#8 TERMINATE END INTO BOTT SLAB NEW RCB 30" 2'-0.. W W/ STD. 90' HOOK #4 0 12" O.C. #4 10 12" BACKFACE REINF. PER e J #4 ] ® 12" FRONT FACE -RCP BY OTHERS PER PLAN �s 3-#8 �o� l #4 0 18", STR., BOTH FACES - — • -- --------------1 . I Ile • I I . I 4-#6 • WALL AND REINF. PER Z 4-#6 #4 TIE 0 12" O.C. ^`� I I #4F_0 12" O.C. W/ 6" MIN I EMBED INTO EXIST. CHANNEL WALL W/ SIMPSON STRONG-TIE f-------- --------------- ALT BENDS -- --------------- RCB PER PLAN 2'-Cr - — — 3-#8 WALL STIFFENING L _ 3 @ BM DETAIL 0 0 Al 2-#4 _ o NOT TO SCALE II_I11—Il1_I _ I_ I N III-1 !—I -1 I— 2-#4 II„III,,II �,,,II (, iII-11 ! • [N� I i-I I— x ' ( 1 I- , I I #4 I I 0 12" O.C. TYP. RC TO RCP CONN. 1Hr \\ NOT TO SCALE 21 - -11�• 11-0* 30" • #4F 0 12" O.C. 1 0 2'-0r I Cr SLAB RCB N 4 VERT 0 12" O.C.— RC TO RCP CONN. (`6 PER • NOTTO SCALE . � 21 #4 CONT. 0 12" O.C. I—I I !—� • (6 24, N #4 24" FVERT 0 10" O.0 .2 r 00 Uj LO =tom M (4)- #6 R=2D o z . . . RC TO SLA TRANSITION 4 � o � ,� #4 TIES 0 9" O.C. 2' �' NOT TO SCALE 21 R N R o, 135 ° REND 90 ° RENO 0 • ' COLUMN TIE OR REAM STIRRUP 4-#7 0 4D z 2 1/r MIN R ES p SLAB PER PLAN NEW HEAD IAL! EXIST. CHANNEL WALL � N =�- R � �0 � l ! V) Thornton-Tomasetti Group ��� Q� �el f � y 90 ° HOOK OFFSET 180 ° HOOK 2415 Campus Drive Suite 1 to Irvine,CA 92612 No.4� SLAB REINF. PER PLAN R=3D FOR 2 THRUI 8 BAR # # (949)271-3300-(449)271-3301 fax xp. 6-30- 4D FOR #9 THRU #11 BAR Paan',r Ak of-t: Auk,W-rr+.�LoA Oar-i3.1,AA VA 24' #4x30" ® 12" O.C. 12D FOR #14 OR #18 BAR u��.�.,,L-ti ,l��, tx-a�•;o G�.r:ty,cA �lF OF CA1.����� #4 [12" O.C. W/ 4 1/2" ® CENTER OF WALL JOB N0. GG4684 00 W/ ISIM SON STRONG N EMBED INTO 'TIE (ER-5219) CITY 0 RANCHO CUCAMONGA > REINFORCING STEEL DETAIL 7 EXIST. CHANNEL NOT TO SCALE 21 CFD & PUBLIC STORM DRAW IMPROVEMENT PLANS FOR N oQ�o1ESs,o,�� STRUCTURAL ® 'TAILSSHEET • SET DOWELS W/ SIMPSON N ��� C. � -- SET EPDXY TYP. — "' No. 20596 �' L CFD 2004r- 01 (TRACT 16226 & 16227) � �,, d Exp. 9-30-05 • CIVIL ,* ROW2005— 00275 OF CALF APPROVED BY ® DATE: EMBED EXISTING STEEL BARS REINFORCEMENTS WALL JOINT L VATION 5 CITY ENGINEER �fit�� �(CU ��i� .P � RCE NO 24953 INTO NEW JUNCTION STRUCTURE 1'-6r BEYOND OPENING OR r CLEAR OF BREAKOUT NOT TO SCALEDESIGN AORR. 17320F.AiMAm RECOMM NDED 21 CITY OF RANCHO CUCAMONGA j e 350 CITY OF RANCHO CUCAMONGA VERTICAL CONTROL R.C. ® 0 O K I C H 4dim CA 92614 Bra #10090 DRAWN / Vokm949-251-8821 Or SET 2' BRASS DISK IN CONC. CURB STAMPED R C M Y 11 R FAM 949251-0516 S H E CHANNEL SECTION 2 CITY OF RANCHO CUCAMONGA BSI 10090 1987r D.L. P HERS INGININAS s u R V i Y O R S 21 OF 21 AT SOUTHEAST CORNER OF SUMMIT AVENUE NOT TO SCALE 21 (CURRENTLY BANYAN STREET) AND ETIWANDA AVENUE; CHECKED CE NO 20596 DRAWING NO. r� DESCRIPTION OF REVISION DATE CITY AT END OF CURB RETURN. YEAR LEVELED: 1987 S.C.M. 2019 D2 APPROVED: ELEV: 1534.374DATE — 1 FILE NO I:\60400\CFD-SD\SIP21.dwg 3/16/05 PROJECT SHEET NO. OF i