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HomeMy WebLinkAbout1169-D BENCH MARK : CITY OF RANCHO CUCAMONGA BENCH MARK CONSTRUCTION NOTES & QUANTITY ESTIMATE : QUANTITY UNIT NO. 82. CHISELLED " " IN SOUTH CURB RETURN, SOUTHEAST CORNER OF HAVEN •�{ 1O INSTALL 66" R.C.P . STORM DRAIN C1l--�T_� AVENUE AND WILSON AVENUE. OL ELEVATION = 1817 .926 .. .. .. 3O INSTALL 48" R.C.P . STORM DRAIN C1 �417� 7 L� d L� 17 18 19 20 21 22 23 24 25 26 27 28 29 I NSTALL 42" R.C.P . STORM DRA I N Cl C;lc�<D t7� 10 Lf { ' �• I ''�- ' _!t ,' '-j N O CONST. MANHOLE "B" PER CITY STD. NO. 511 3 1=-A 3 0 " 7 CONST. COtJGRE`f� Colt-AR t R t2�A1L- oN eNE�" tib.2 A I 1 6 15 1 4 3 1 0 9 8 7 5 31 , �� 8 SAWCUT REMOVE & REPLACE AC PAVEMENT 1 2 1 1 �� 0 — !=A L 32 23 24 25 �2732 4 26 28 29 30 31 — - �► 33 �3 — Lb c 2 3 4 � O _ A~ �� 3 4 � 22 21 20 1 1 8 17 1 6 15 1 4 35 18 CONST. INLET APRON FOR CULVERTS PER DETAIL ON SHT. 2 - � 1 tsT wA 13 35 36 9 10 8 12 / ALL 1=1 PEs W r r H A%,/ELrDr_- n-y 1 1 � 1 \ /� d GT,�>=A`T�� -CNA1� � 1�FP"3. �LC�It�,t=.S P1P>✓ -Ct7 P.3E M^ FA�-ru rzEv we n�-a �/2 Atm t-not,�A� 7 r '(• ���' "f�-I(GKtJE-�� OVFv_:ll -rw_ 1tJvE42!:T- 3 43s 4`-' 5 4 so va �f AA INDEX MAP SCALE: 1 " = 200' GENERAL NOTES : 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS , THE CITY 10 . PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FOR PUBLIC WORK C014STRUCTION - CURRENT EDITION. CONTRACTOR FINAL PLAN APPROVAL) . A. CUCAMONGA COUNTY WATER DISTRICT (714) 987-2591 SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO 9641 SAN BERNARDINO ROAD THESE STANDARDS AND SPECIFICATIONS . 11 . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS RANCHO CUCAMONGA, CA 91730 OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING 2 . ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR B , METROPOLITAN WATER DISTRICT (7 14) 593-7474 POLES , WATER METERS , VALVES , FIRE HYDRANTS , ETC . SHOWN OR NOT DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A P .O. BOX 54153 SHOWN ON THESE - PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN QUALITY BETTER THAN THE NATIVE MATERIAL. LOS ANGELES, CA 90054 ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST 12 . IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS C. SOUTHERN CALIFORNIA EDISON (714) 947-8201 —-—---� TO THE CITY OF RANCHO CUCAMONGA. STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. 1351 E. FRANCIS STREET Ar31ROrWO � vv aERrW RolrlohATlo„ SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER' S RECOMMENDED AL FCRE�T 3 . ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. ONTARIO, CA 91761 _ — —�--- HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR 'ANY D. GENERAL TELEPHONE (714) 980-1526 FIELD DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY• 13 . ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE 9000 HELLMAN AVENUE (714) 865-6505 INSPECTION FROM HIS OPERATIONS , WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN RANCHO CUCAMONGA , CA 91730 THESE PLANS. DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A H100(4 FARM BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOTRc{� E. SOUTHERN CALIFORNIA GAS (714) 798-7773 4 . A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA SPECIFICALLY LISTED• IN THE ESTIMATE OF QUANTITIES SHALL BE P .O. BOX 3000QRRARI5IREET PROJECT 75 ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. REDLATiDS , CA 92373 ITE WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. YIYIE;IOA 14 . STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401STREET F. SCOTT CABLE T.V. (714) 987-7122 5 . ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. AND 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 9524 19TH STREET _ HILL510E IRC1.0 fl- HILLSIDE RCS° PAVING STAKES SHALL BE SET AT ALL HINGE POINTS , EDGE OF PAVEMENT ALTA LOMA, CA 91701 r C POINTS WITHITi 0 . 01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE 15 . CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM WE A.Gu�> W W THAN 50 FOOT INTERVALS . ADDITIONAL PAVING STAKES MAY BE RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION REE �� ol< REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN r r,�pLEw BE 000 ORIYEI AREAS . REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR PRIVATE ENGINEER ' S NOTICE TO CONTRACTOR WIISG�V A1'ENUE 5 . ALL SEWER. WATER, ELECTRIC , GAS . PHONE OR OTHER UTILITY APPROVAL. THE EXISTENCEAND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES CHAFFEY COILEGc DESCRIPTION O f REVISION LATERALS , MAINS , OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO 16 . WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD TO ON STE�r. PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS . DATE APPROVE PAVING . FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE TO THE BEST OF OUR KNOWLEDGE THERE ARE Td0 EXISTING UTILITIES EXCEPT CLEANED UPON REQUEST OF THE INSPECTOR. THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE ALL CITY 0 RANCHO CUCAMONGA 7 . COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL , PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED 17 . CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO LIES OR STRUCTURES NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOR AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT EXCAVATION. THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES . autYNN SiREEi / TESTS SHALL BE SUBMITTED TO THE CITY TRACT NO . 12650 ., -- 4 WITH THESE COMPACTION E ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS 18 . THE FINAL OR SURFACE LAYER OF ASPHALT CONCRETE ROADWAY PAVEMENT 5 AND/OR SURFACING. SHALL NOT BE PLACED UNTIL ALL UTILITY LATERALS WITHIN THE c SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTORTITLE SHEET ROADWAY HAVE BEEN INSTALLED. ALL ONSITE IMPROVEMENTS COMPLETED, 8 . AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE "'G ""° MASTER PLAN STORM DRAIN LINE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR REMOVED AND REPLACED AT THE DIRECTION OF THE CITY ENGINEER. RESPONSIBILITY JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION �g ' � DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT 1� ic0�{�q T / HAP AP (BEING COMST2UCTED AY TPACT NO. 133421 GRADUATION OF ASPHALT PAVING. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITEp To uoT To ScALE APPROVED BY % DATE IXlg-j 9 . PRIOR TO INSTALLATION OF ANY PAVING , A MATERIALS REPORT SHALL BE NOTICE: NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY ,_ SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL Q�GEESs,c- CITY ENG I NEER 'v"' RCE No .22387 DETERMINATIONS COMPLETED TO VERIFY: SIEVE ANALYSIS AND SAND CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF �? '�,�'�i��� Ft\ DESIGN MADOLE A D Arai C I RTES RECOMM N ED O T OF AGGREGATE BASE. REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE EQUIVALENT NEGLIGENCE OF THE OWNER OR THE ENGINEER. " - A1.14114 CONSULTING CIVIL ENGINEERS I is d� WORK. AND LAND PLANNERS Up. _!I. ,; DRAWN 1820 E. 16th Street SHEET ' SANTA ANA. CALIFORNIA 92701 . sT4j ,,GiYt1. �i` V. p '� L- PHONE 714 835-2548 OF 3 A`�% . ' CHECKED RCE NO. � DR G N0 . r� M TE {-3a-0; FILE No S.D. TITLE SHEET (TEMP) - 7E0,54IPF: 126504 403 25-Sap-87 08:58 AM / 110-722-1 ..,.. BENCH MARK : I I HEADWALL SHALL BE MONOLITHIC, CITY OF RANCHO CUCAMONGA BENCH MARK I-r 1 I A I LAP ALL BARS AT CORNERS 30 DIAMETERS r IF NOT CONTINUOUS. NO. 82. CHISELLED " " IN SOUTH CURB 22 # RETURN, SOUTHEAST CORNER OF HAVEN 2- NO.6 BARS NO.6 BARS PLACED O SEE4 OT EOR S 2 AVENUE AND WILSON AVENUE. oGK t�=TAIL - DIAGONALLY v I o � ELEVATION = 1817.925 A -- - A r - - - -- -- - I ,� I - - � „X 16.. � I �� H � _ I r -I- C - - •� „ 44 OR�'5 12' X": SHOWN ON PLAN _ -� I "Y": SHOWN ON Pt S. -- -- --- U _ O.C. EA.WAY L 564 • C • 3000 Concrete or =_ - - - - _ "V": SHOWN ON P NS. \� SEE NOTE 2 I ±' Air Plated Concrete (optional) I ,?- ( STD. N0. 204 MAX, `k° 01 STAN e =4' A E I�6 I � OR NO.z05 Max. "Y" DISTA CE T � REINED GING DETAIL NO.6 BARS, O.C. LAN 80TH WAYS - i t_--- �C PLAN �B •- - `- - N - . .. 2x 5g� t�t3121S t' I 1 Y A •-�r:c1_ �1SG5G tom)=�p,IL �6a in r - , � , I '� •rD 1:2 MIX CEMENT M RTAR 3"MIN. �"� � - 3"M I *4 OR 15 t2 � 1 5-x 6"•6i 6 WWF --7 I O.C. EA.WAY _ �� v �• � PRECAST REINFORCED CONCRETE MANHOLE RING GROUND i $EE NOTE 2 o (� I �� .! '� i is fZ^ _':' ;;tr 1 I I :%; _ . I • cli ?:I;i�lllll�lr IIII IIIiI ;::� RING SET IN A THICK BED \ N r W e o 0 OF 1:2 MiX CEMENT MORTAR �T ♦ vA121�5 v.. M(n 6' around pipe inlet 6„ 'ry 6„ _ *4 1 •��' SEENOTE 2 CONTINUOUS BAR- cV # „ 2'•0" SECTION A-A J9 '•f (n :�1':' NO.4 BARS, 8 O.C. 900 BEND 4 OR 5 I2 NO. 4 BARS, 8' O.C. 80TH WAYS 8'� O.C. EA. WAY BOTH WAYS i' STEPS ON WALL WfTHOUT DRAIN ELEVAT I SEE NOTE 2 Inlet constr. E ~. :• = z AND UNDER MANHOLE SECTION A-A I1.SD + 9" 150 + 9 I �^ :�° rym. about E 6 �,: NOTES: }�- `: •• w � � r ,. PLACE 3/4" � GALVANIZED except for / •� _ IRON STEPS IN WALL A multiple ce \ 3' -j`-3 1 . HEADWALL SHALL BE STRUCTED'OF �~ / installations �� ` '" ` j m �'' MAXIMUM OF 15' APART D I M E N NS CLASS A CONCRETE. see note I ► • Siope varits '!.' PIPE •� x - DIAM L- F VV 2. REINFORCING STEEL SHALL E N0. 4 BARS 4'I Mid • FOR W UP TO 60 ABOVE W 60 NO. 24" 4'-9'� -8 4'-0" 2'-6" 1 E AND \` - 5 BARS SHALL BE USED. 2 M jos % I CATION OF 1 30 5'-5" 3'-0" 4'-6" 3'-0" CLEARANCE,30 DIAMETER LAP, ALL STEEL. i 1 &" 36' 6'- 3'-4" 5,-O" 3'-8" 6"•616 WWF I I ' CULVERTS .:. SECTION 8-13 SECTION C-C I SHOWN ON I _ C= 42' -7" 3'-8" 5'-6" 4'-2" 3. ADJACENT SLOPES SHALL BE 1: TO 1 PANS 48' 7'-3" 4'-0" 6'-0" 4'-10" OR FLATTER. NOTES - - - - 4 G I MIN. MULTIPLE PIPES TO BE SET WITH LONG- I.When more than one p,pe Is used the ptofde view shown Shall hold for the distance ':`• .� •; ... -,e--► .•:.•..+r,.l R �p P ITUDINAL CENTERS 1 2/3 DIAMETERS across all pipe open�mgs.Sections A A and 3 3 shall he (ram the outermost pipe. The APART. Instance between pipes shall be 011 for round and Span13 for arch o'pe.( 12'minimum) NO.4 BARS, 8 O.C. BOTH WAYS 03 5. ALL EXPOSED CORNERS TO BE ROUNDED 1.Culvert shall he cut off even with apron surface TEP DETAIL 3/4" RADIUS. 6. W SHALL BE INCREASED WHEN MULTIPLE PIPES OR PIPES ON SKEW ARE USED. NOTES : INS ,ET APRON DETAIL 1. STORM AIN CLEANOUT SHALL BE CONSTRUCTED OF CLASS "A" C CRETE. ' 2. CLEAR CE FROM I.D. OF PIPE TO CLEANOUT WALL SHALL 8E ' MIN. HEADWALL WING TYPE 3. APPR ED PRECAST CONCRETE MANHOLE SHAFT RINGS WiLL 8E N4 bars 12"C.C. ir L AC PTSD IN LIEU OF CAST-IN -PLACE SHAFT 53.G.R.t�• 5Yb. "e Zo9 L/2 i . STORM DRAIN CLEANOUT News Existing PipeTyp' I"Typical � ° •.I .: ➢. �'•oT New or Existing Pipe SBCRD STD. NO. 208 3 , X11 ,.v. 0 , 90° � Clear � �9O° I 1 y•. � .� �A)�xZOhf 1 "xd"G.1 AtJGNoF2 kid-TS /Q'�x2„ 45-q ( -D - I - `^'/ AUT- 4 Wa.si-{>=f2 \ I 1 \� G•I. 13A125 I 1 1 1=v LL w>=L� _ I 1 jz'x.A"a;I 1 �t LL vv>=L►O s' A. . ,... �2 At.iGHOR f�t-T8 � T v a T a; *4 bars 127C.0 �3-#4 Circulor Tle bars L-A �•i• �At25 D 12" 18" 24" 30" 36" 42" 48' 54" 60" 66" "X L 1.0' I.0' 1.0' 1.25' 1.5' 1.5' 1.5' 1.75' 1,75' 1.75'SECTION A BOX SECTION T 4" 5" 6" 7" 8" 9" 10" 10" If" IIto G=Slope of Pipe,Ft./Ft. Ossi Cover r A=G2 Of Wiaf h y �' A 3.9% 3.390 2¢ 2,1%18. %2.09'01.8 9'0 1.6 Yo 1.4 7011.3 Height H 2 ADO"D°Bars @ 1271 C.x t� DE BRI S RACK DETAIL T Sleb Thickness Ti dP.�^ I NaTE�= (� Side L1Jal! Thickness T a " each face (Min.4 Tot 1. Go1JGRE"T� HAL-k- aE TG = �s.i. � Eottam Slob Thickness T3 Q t B 8or ho. 8 acin #� t8" i� Bcrs Len th I I BI Bar No. Li Spc- c n- #*e 18^ � �. SpJ►.about Bars Length 'L o.. C Bar No. Fz acin 0$ 1!� 1_G_Bar ^ Horiz n th 3 _2 ^ ADD"C„bars (Typical both sides -- ti ,';'', . . , . n , ,_ 9»col?• Bars Len th I'-11y2' of R.C.P.) 2 Bars each face �Tr _ --- • 1 :': i '�_-- o. ' `� or No.a Spacing d f4" (Tofial 4) IQ ` CONCRETE COLLAR DETAIL 10 ars Horiz. Length tt-3„ NdT r --- - ,L.. --- Vert. Length- C2 en th „ t � f �6 .:.I'o O 4 I -If 2 C Bar No. a Spocin d 4^ B a 61 Bars. �,� ,; ° T O 2 Horiz. Length ^ \ I ADD W Bar hoop x / Bars 3-2/ Optional I I ;::°. • .° 3 Vert. Length 2�_O., Cons'Joint-� I 2 ) P' ' ° Bar No. a spacing #d�t4" . Hoop each ace C3 Horiz. Len th 2%IN �-- 6"C(r. (Total 2) i/ I AN Longitudinal Bar OF WALL BASE OF WAL Bars Vert. Len th 1 r-ON Cr-BQ,�/ 2• Spacing 18'e.c., 0/ D Bar No. S Spacingd iB„ ( Typ.) Bars Len th, r , --JI Except ea„a�, fare O g 2 -tom ADDS Bars (Typical both sides 31- 011 ?• of Top Slob with F Bar No. S Spacing #OSIAN Z OistribulionReinforcement Bars Length 1- „ ofR-C.P.) 2Bars each face (Ty p•) C-Bar__ --O-Bar FI Bar No. a Spacin #4Ld 14" (Total 4) ?O DESIGN A: Bars Length diameters ?' l LOAD: G Bar No. a Spacing s �i Longitudinal Bars r_/3 Bars Len th p #4..1 o H2O-S16-44 unless otherwise noted 3'- O SECTION A-A Cp 9 C3-Bars- ttt- I H Bar No. 8 Spacin >*-4 GI t 4 Ej - I i DEAD LOAD: Bars -Length W Const, Joint-_, I Earth load per Morston`s formula: w= 110 P.O. 3 -O NO SCALE DESCRIPTION of REVISION DATE APPROVE f B F-Bars _�- u=Ku'= 0.i50 t�1�of Loh16+rTUO1f IAL t�)_lrtt-dk d f4.i25 ; ' I tside width of box plus 3 feet / CITY OF RANCHO CUCAMONGA Side h 37 p.s.f. per fool of depth Top Stob (includes Disfrib. �, lnrerl Internal w r pressure: 62.4 D.s.f. per foot of depth Bottom Slab ' i N Weight of Con te: 150 p.c.f. 12 Side Walls d _ ALLOWABLE STRES GQ TRANSE JOIN fd= 4000p.s.i. at 28 s O TOTAL 28 A GUar,!rITIES 1.M fc= 400 p.s - TRACT NO * I 2650 - 4 is= 24,000 p.s.i. O Concrete Cu.Yds./Lin. Ft. O•Q2 O nits Steel Lbs/Lin.Ft. foo,7 , shear and bond stresses per A.C.I. 63 , Y/ STRUCTION JOINT DETAILS -I STORM DRAIN PLAN M I rt w/2 NO SCALE �"-- Imp. Sta.shown on plan TIONAL NOTES FOR BOX SECTIONS: GENERAL' RUCTURAL NOTES PLAN DETA I L SHEET 1. LONGITUDINAL STEEL SHALL BE CONTINUOUS AND EXTEND THROUGH ALL CONSTRUCTION JOINTS. I. DIMENSIONS FROM FACE Of CONCRETE TO STEEL ARE To C OF BAR AND SHALL BE TWO INCHES UNLESS OTHERWISE SHOWN. NO SCALE TYPICAL R.C. BOX SECTION 2. UNLESS OTHERWISE SHOWN ON THE DRAWINGS,TRANSVERSE JOINT KEYWAYS(IN BOTH SUBS AND WALLS). AS DETAILED FOR 2. CONCRETE DIMENSIONS SHALL BE MEASURED HORIZONTALLY OR V LILY ON THE PROFILE,AND PARALLEL TO OR AT NOT S; APPROVED LONGITUDINAL KEYWAYS AT THE BASE OF THE WALLS,SHALL BE PLACED AT THE END OF EACH POUR,BUT THE SPACING RIGHT ANGLES(OR RADIALLY)TO CENTERLINE OF CONDUIT ON THE P XCEPT AS OTHERWISE SHOWN. �t B Y D A T E � i�g, NO SCALE THEREOF SHALL NOT EXCEED 50 FEET OR BE LESS THAN 10 FEET. ALL CONSTRUCTION JOINTS IN BOTTOM SLAB,TOP SLAB, AND SIDE WALLS SHALL BE IN THE SAME PLANE. NO STAGGERING OF JOINTS WILL BE PERMITTED. 3. ALL BAR BENDS AND HOOKS SHALL CONFORM TO THE AMERICAN CONCRETE t UT,E'S"BUILDING CODE REQUIREMENTS FOR 3. UNLESS OTHERWISE SHOWN ON THE DETAILS,IN CURVED SECTIONS TRANSVERSE B RS SHALL BE PL ACED RADIALLY. STRAIGHT REINFORCED CONCRETE"SECTION 801. I. Unless Otherwise Noted On The Plans; ` 5. THE VERTICAL WALL STEEL IN INTERIOR WALLS AND 1. PLACING Of REINFORCEMENT SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUT ' UILDING CODE REQUIREMENTS FUR A= 5 Bar Hoo C-*'6 B ar s a��"" t'y't! CITY ENGINEER RCE No .2239? TRANSVERSE BARS 1N TOP AND BOTTOM SLABS SHALL BE SPACED AS SHOWN ON T TYPICAL SECTIONS;SPACING SHALL BE AT " " v '� 11 ��L THE INTERIOR FACE OF EXTERIOR WALLS MAY B KED REINFORCED CONCRETE"SECTION 803. ,. „-* p " 't '' � - ```�i� FJiro AT THE CONSTRUCTION JOINT AT THE BASE E WALL THE CENTERLINE OF CONSTRUCTION FOR SINGLE-BARREL BOXES. STRAIGHT BARS AND l8AR5 IN WALLS SHALL BE SPACED p - „A, ! / THE SPLICE SHALL BE 20 BAR DIAMETE ENGTN. As SHOWN ON THE TYPICAL SECTIONS,WITH THE SPACING MEASURED BETWEEN TI1E VERTICAL LEGS OF BARS. 3. TRANSVERSE CONSTRUCTION JOINTS SHALL NOT BE PLACED WITHIN 30 INCHES OF MANHOLE OR JUt N STRUCTURE OPEl„NGs. B - 6 Bars D- Ba rS t, .1•\` DESIGN MADOLE ANDA SOC I ATES RECOMM N ED 6. IN ALL SECTIONS LAP C AND C2 THE VERTICAL 1. AT THE BEGINNING AND ENDING of ALL POURS,A CURTAIN OF REINFORCEMENT COMPOSED of B.C,C2,D,F,G AND H BARS 6. TRANSVERSE CONSTRUCTION JOINTS IN WALLS AND SLABS SHALL BE IN THE SAME PLANE. NO STAGGERIN JOINTS WILL -••= Yr,., � •� M CONSULTING CIVIL ENGINEERS ,�fo.14�14 1�>� LENGTH OF C AND C2 BARS EEN CALCULATED FOR SHALL BE PLACED THREE INCHES FROM THE TRANSVERSE CONSTRUCTION JOINT. BE PERMITTED. TRANSVERSE CONSTRUCTION 101NT5 SHALL BE NORMAL OR RADIAL TO THE CENTERLINE OF TRUKTK)N, AND LAND PLANNERS A FOUR-IN A STARTER W IF THE HEIGHT THE 7. THE TRANSVERSE REINFORCING STEEL SHALL TERMINATE ONE AND ONE-HALF INCHES FROM THE CONCRETE SURFA NLESS Exa. DRAWN 820 E. 116th St e 8{ SHEET STARTER WALL IS VA THE VERTICAL LENGTH OF 50 OTHERWISE StiOWN ON Tltf STRUCTURAL DETAILS. STANDARD R.C.P. CONNECTION +� 3�3t 8 C No C2 BARS BE VARIED CORRESPOtOINGLY SO k EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE ROUNDED OR BEVELED. AS TO MAINT 30 LL BE BA LAP BETWEEN THE TWO SANTA ANA. CALIFORNIA 92701 BART T PS SHALL BE BASED ON THE SMALLER BAR. �y /� * !. Ira SPLICES IN TRANSVERSE STEEL REINFORCEMENT WILL BE PERMITTED OTHER THAN SHOWN ON THE DRAWING WITHOUT �,1V1` v, ./ per. L G 7. CO' TE AND THE AREBASEDON A N SIX-INCH OX ■ ■ LVERT DETAIL (R.CO]Bo, TRANSAPPROVEL OF RSE TS, SPLEER.ICES NO MORE THAN ERRED. KESWILL BEPERMITTED INANY LOIIGITUOINALBAR BETWEEN (VERTICAL WALL CHANNEL) r a� PHON 7 4 835-2548 QF �/ !/�! elf OF CA0 ET AND THE STEEL QUANTITIES DO NOT INCLUDE ANSVERSE JOINTS. SPLICES SHALL BE STAGGERED. SBCRD STD. S.R 220 �'� ��?---'� :;�' CHECKED RCE No. 14,114 DRAW I N NO . • ANY OPTIONAL SPLICES. � 10. LONGITUDINAL STEEL SHALL BE LAPPED 20 BAR DIAMETERS AT SPLICES. TRANSVERSE STEEL SHALL BE LAPPED 30 BAR � �?1 E. IF WALL THICKNESS is SIX INCHES,PLACE REINFORCEMENT LAG 1=Gt� $Tt7• S-100 DIAMETERS AT SPLICES. 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I 11 I + - 0 a 4 �- � � 11 11' � I 1;? \ t' 0 35 X I NUT E 0 I U1-1ABL� -Tb LocATB LA-nL.1T`! LA-f-E�AIS _ _ U I I I I TO EX1�TI1,]C� L.-�� FK�',M VAfS OF K'EGOFzt�. _•'t�,I ;•�•i ;�_: t ')'-' % �" ' --Y: z I CON TRAc:'CbR RE-�.�F�tv�Ig1� F"�R I�xATIIVc�� . , ,.'+... . •••.1• I . .. .-, +, J I'I� t�LOCA-T11V<s 1F R,�u\Rem or- AL1._ �l,xv'y J I U L-ATlE�LS, GON)-frZAGTO1� i�tFSL� Fes• I I� ,_OfJT1°�r1NC� �n1�c`( oWt,M-� AfJv MAVJt� w II - o � I� A>z�A��w-T� W" owN s\�s JP L 1-T1L.t-tai R I� t, fp_ � %tz Ems. IIS . -i I I �•�ycUT RL--Mo,r�* R1=F1^r-�g . _ � ^G �^�'�E'�T AVENUE DESCRIPTION o f REVISION DATE APPROVE }�8.2U — g 38+� CITY OF RANC�IO CUCAMONGA - --- T T- - '1 .- - �3 ttis.>, �`— 3_ 2T ,� TRACT NO . 12650 - 4 - --7T- _i� ,-- 111 - -�1 - CONSTRUCT LON NOTES : .j�_g-� 0 INSTALL 66 R.C.P . STORM DRAIN STORM DRAIN PLAN AND PRO I FLE �•• o ....moo l /� >--- +N&TA��&I-m-f�Gr.PL-STORM-DR 4� N-- ��Q``�e°1,k O�%�A�FZ DATA �� 1 �o \—i+/, 3 t�T —`JO3 INSTALL 48.E R.C.P . STORM DRAIN =i ``' °o c�,^�`_. C A N I S T E L AVENUE 14 -- I*&TAt�24-f�fr.�-&Tf)Rf4-f3Rkftd- 0 DELTA/BEARING RADIUS LEN./DIST. TANGENT . � a, I =3a a�1 3x O INSTALL ,12" R.C.P . STORM DRAIN xa. I4rti4 m I 0 d.�l t , CONST. MANHOLE "B" PER CITY STD. NO. 511 ° Epp 3-�'-B� a,% APPROVED BY DATE �r i �r7 O 1Co o� 18 45.00 12. c03 6.3Co o e O GONG •f3�G-L-EANIOUT-PER-65 GRO-STD--1,0 -2©1 -6EE�VA -'S► 2, f c 1 ' a "oo' 45.00 tb.ed4 I 8 SAWCUT REMOVE & REPLACE AC PAVEMENT lq/ 101 ��?' �� t - Qo - -1�1 I GOI.l5T �o LF• colo• 12oc1c gt_o1�>= PcoNc. coLLAFz 1�Ei� t�E-rAt -otv sHEcT M.. -Z �'�.-,,f A�.E�� CITY ENGINEER /� RCE N o .223�i=1 r �ta4 (2 TNbc , ,& CONST. , c Iq' 37' ra"W '� 3�'Oj U311Jcr coe>� cL-ASeS p2ocK ,# -t''C�F�P GUT CSF WALL I 10=0' GON&T-�0GA�-f3€PR,E-6a1OWPER-GI-T --GTD--NO,614 DESIGN MADDLE�AND�ASSOC I ATES RECOMM ED I60NST.-6—X-2—R:��PER-DETNIL--GN-SHE€T-� SGL •, Q M A t 18/w 0° N 0001 ' 06"W 410 •&-t 1 tY:1 i I- �> tr-��T� ,fit r�l 12 ,61iJflNfT.—TRAN&FT-I0"TRUGTI}RE-PER-DE-T h I�ON-6HEE-T-� CONSAND I LAND I PLANNERS INEERS O N 89°21 ' 50"E 193.70 13 CON8�14€ADWAL6-µING-T-YPE-PER-DgT/kI�OWS#€€T-2L DRAWN 1820 E. 16th street SHEET OF N �1°21' !70"E �0.�15 I i i 12 1 14 EflNNEC-T-f��rfL-f Ef�Tf�R--G-.fes-CONNF-GT40W PER--BBGFGD--4TD-€-Pr 220 �F=>.� SANTA ANA. CALIFORNIA 92701 �'- i 1� CONST. INLET APRON FOR CULVERTS PER DETAIL ON SHT. 2 � ' PHONE 714 83F,r-2548 3 OF 3 Q -►�'37' �" 22•x' � � 22.74 P--1 I CHECKED RCE N0. 141114 DR WIN-9 N0 . 12.NA ATE 11-'a0-93r-7 FILE No CANISTEL AVE. S.D. ITEMP.1 - 710,54IPF: 126504 409 25-Sep-87 08:52 AM / 110-722-1