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HomeMy WebLinkAbout2082-D CONSTRUCTION NOTES AND ESTIMATED QUANTITIES T R DRAIN IMPROVEMENT PLANS 1 CONSTRUCT 18" RCP CLASS IV _ ____________ 274 LF 2 CONSTRUCT 36" RCP 1750-D--__ -____ -- 1615 LF 3 CONSTRUCT 48" RCP 1500-D--_ _-__-___-__- 388 LF 4 CONSTRUCT MANHOLE NO. 2 PER CITY STD. PLAN 319--------------- 5 EA TRACT SITE 5 CONSTRUCT MANHOLE NO. 4 PER CITY STD. PLAN 321--------------- 3 EA a 6 CONSTRUCT CONCRETE COLLAR PER CITY STD PLAN 329_-__ NO . 736 NEASHEET 15 7 CONSTRUCT JUNCTION STRUCTURE N0. 2 PER CITY STD PLAN 331_________ 2 EA 8 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY STD PLAN 333, A=45*----- 1 EA LnD 9 CONSTRUCT SPILLWAY STRUCTURE PER DETAIL SHEET 4______________ 1 EA tUMA LDRAg 0 CONSTRUCT OUTLET STRUCTURE PER DETAIL SHEET 4_______________ 1 EA 11 CONSTRUCT INLET STRUCTURE/INTERCEPTOR DITCH PER DETAIL SHEET 6-___- 1 EA SHn FILL EXIST RCB WITH 2 SACK SAND CEMENT SLURRY. ___--____ _ 106 Cy BASE LINE RD A,2 31 1 CONSTRUCT TEMPORARY ORIFICE PER DETAIL SHEET 2 _______________ 1 EA 4 CONSTRUCT HEADWALL PER CALTRANS STD D89 MODIFIED FOR L=25', H=5.60' 1 EA SHEET 3 i 1 i © CURB OPENING CATCH BASIN WITH LOCAL DEPRESSION PER i CITY STD PLAN 300 & 307. "W" PER PLAN. ----_-__ -___---- 11 EA ® --------------1 ----------------------------------------------------------------------- REMOVE INTERFERING PORTION OF RCB. BULKHEAD REMAINING r PORTION WITH DOUBLE COURSE OF BRICK AND MORTAR PLUG -__- 1 EA �4 VICINITY MAP © CONSTRUCT PIPE CONNECTION TO EXIST SD PER CITY STD PLAN 331 _-____ 1 EA 7"r N.T.S. - - - - - - - - - - - - - z 3© ® CONSTRUCT 6" PCC CONC ACCESS ROAD ON 4" CLASS 11 BASE _--___ 930 SF I � 19 INSTALL DUAL STAGE "FOSSIL FILTER" FOR ENTIRE WIDTH OF CATCH BASIN ____ 11 EA I 32 37 L43 TO BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION 31 ® CONSTRUCT STEEL FENCE AND GATE PER DETAIL SHEET 6 -__ -___- 315 LF pl ® CONSTRUCT MASONRY SCREEN WALL 3 PER DETAIL SHEET 6----------- 470 LF I 33 38 30 ® CONSTRUCT MASONRY SCREEN WALL ON RETAINING WALL 1 PER DETAIL SHEET 6 70 LF I GENERAL CONSTRUCTION NOTES ® CONSTRUCT 24" RCP CLASS IV ___--_---------------- 296 LF I I U 34 39 1. ALL WOW SNALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARD PLANS ® DELETED ----_ _ --------- 0 LFI MLD THE STANDARD SPECIFICATIONSFOR REM WORKS CONSTRUCTION, LATEST EMIO N ® CONSTRUCT 90" RCP 1400-D ___________________ 4 LF ( 29 1 44 2. ALL PIPELINES OR SURSTNUCTURES OF MY KIND TELEPHONE OR POWER POLES WATER METERS VALVES, FIRE HYDRANTS ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT OF WAY LIMITS OR IN ADJACENT AREAS ® REMOVE BRICK AND MORTAR PLUG _________ 1 EA 1 I a 35 40 ( WHERE IMPROVEMENT WORK IS TO BE DONE SMALL BE .HIE REMOVED REPLACED, RELOCATED OR PROTECTED IN PLACE r ® INSTALL DOUBLE COURSE OF 8" BRICK AND MORTAR PLUG W/ # 6 BARS ____ 1 EA I I I I ' c�irlFr`ti�t?ooi CftPPw6 AS REQUIRED AT N O COST TO THE CITY OF RANCHO CUCAMONGA, 012" BOTH WAYS, CENTERED. I 28 I LAT A-11 45 SOLELY 3 my CONTRACTOR PEwOR" WORK ON Dos RESPONSIBLE FOR DAMAGE i0 EXISTING FECT %ml AOLUTES RESULTING HUMSELF WITH DIRECTLORI THE SITE Am r� BE ® CONSTRUCT TRANSITION STRUCTURE N0. 3 PER CITY STD PLAN 336_ ___ 1 EA ( UT A-12 LAT A36 4g ELE� �tiiol,( ','`" '1 OPERATIONS WHETHER OR NOT SUCH FAciunES ARE SHOWN ON THESE PLANS _ [3RIUC£nbRTatZ CtoSOR 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CL1CAuONGA ROX WORKS, ENGINEERING WARTADNT CONSTRUCT 38"X60" ELLIPTICAL RCP 2000-D ------------------_ 77 LF I AND CALTRANS PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT �-- .... . 1 46 OR RIGHT OF WAY OR STATE HIGHWAY. N I �IUN CF �Rp�PRtaN 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ESR PAYING STAKES SHALL BE SET AT ALL HINGE UTILITY COORDINATION NOTES ��T1ON_�� 5'D P�118, EDGE O" PAVEMENT POINTS WTRNN 0.01 FOOT OF SUB-GRADE EEVATTON AND AT NOT MORE THAN 50 FOOT 47 lU 6E FFMO IED TC 5E QF[DINED ADDITIONAL PAVING STAKES MAY BE REQUIED BY CITY ENGINEER AS NEEDED AT WARPED OR VVwAL I GREEN CANYON R. ur A-8 flt.i.� SPECIAL ATTENTION IS DIRECTED TO THE SAN CA13RIEL VALLEY WATER DISTRICT'S 41" WATER LINE. CONTACT THE DISTRICT TWO I 27 26 6. ALL SEWER, WATER ELECTRIC, GMs, PHONE aR OTTER UTILITY LATERALS, MALNS, OR CROSSINGS SHALL CURVE AREAS. WEEKS PRIOR TO CONSTRUCTION NEAR THIS FACILITY. SUPPORT THE FACILITY WHEN DIGGING NEARBY AS DIRECTED BY THE I 25 24 23 22 I _ _ [�2lMS tW� A6VTrt�; , StRucnav ACTED WATE ro ELECTRIC BE DISTRICT AND AT A MINIMUM AS SHOWN ON THE PIPE SUPPORT DETAIL ON THIS SHEET. ( I 1t151DE S� PIPE. LAT A-7--j- 7. COMPACTION TESTS OF EMBANKMENT CONLSTRUCTION. TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SPECIAL ATTENTION IS DIRECTED TO THE CUCAMONGA VALLEY WATER DISTRICT'S 24" AND 12" WATER LINES. CONTACT THE I PRIVATE - - SUB-GRADES SHALL BE PERFORMED AT N O COST TO THE Cm OF 94N CHO CUCAMOVGA. A WRITTEN REPORT WrH DRAIN =_ -_- . _\ THESE COMPACTION TESTS SHALL. BE SUBMITTED TO THE CiTY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF DISTRICT 1W0 WEEKS PRIOR TO CONSTRUCTION NEAR THESE FACILITIES. SUPPORT THE FACILITIES WHEN DIGGING NEARBY AS BASE MATERIALS AND/OR SUWA CNG. DIRECTED BY THE DISTRICT. : 0 LIMA DR. LAID �-EN61fturSE. 10 11 21 ,� c,rzaoT cttPPINC� i.7 L ND mo�ralz> 6. AT THE COMPLETION O' PAVING, A MATERIALS REPORT SHALL BE SUBMITTED To THE CiiY ENGINEER. LISTING ALL I . fq ew of PIPE 1- F I TESTS OR DETERMINATIONS COMPLETED TO VERIFY srABILlTY OIL CONTENT ALIO GRADATION OF ASPHALT PAVING 48 LINE .A I 9. PRIOR TO INSTALLATION OF ANY PAYING, A MATERIALS REPORT SHALL BE SUBMITTED To THE CITY ENONEER LISTING -- 15' MAX I I 12 20 I - 1i' r=1 - n� +;rALL TESTS OR - - - - - �I - 11 ;11 AGGREGATES COMPLETED 70 VERILY: R-VANE, SIEVE ANALYSIS AND SAND EQt1NALENi OF � 9 �_.0 X151 fN(� 8"X16" TIMBER SEE BELOW I I '� 49 - CC(oly 6Rbun0 10. PAVING SMALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETFFNINE STRUCTURAL SECTIONS. INSIDE FAQ aF SCP Gt2oOlE oR FINISHED SURFACE, TYP I 8 t3 19 END of PIPE ;it 6Qae s�) 11. WHEN IMPROVEMENTS ARE r0 BE PLACED ON NATIVE SOI. WHICH CONSISTS OR A ROCKY MATERIAL THE SUB-GRADE 50 Q!,P> LDSUCZE ( PE. SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR `` P7 DEPRESSIONS SH4LL BE FILED WITH A FIE GRADE MATERIAL OF QUALJTY BETTER THAN THE NATIVE MATERIAL. 5 F21L.v- NWR-F\t2- ?I-u6 De Cf IL- 12. IF THE ASPI4Lr CONCRETE IS TO BE PLACED ON SUB-MADE, A SOILS STERILANT REGISTERED BY THE EPA FOR 5' 714 �O 9Ch LE USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURERS RECOMMENDED RATE FOR THE I I 5 MIN t►- I n-. 18 51 N FULL PAVEMENT WIDTH PRIOR TO PAYING 1 FS 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVEMENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANiTIES BEFORE SUBMITTING A BIO. ANY ITEM 41"ID WATER MAIN I BE 6 16 t5 1 IOF WORK 52 CONSIDERED AS INXI_QUIRED � I OTHER ITEMS THESE PLANS MOM OF SPECIFICALLY LISTED IN THE EsnMaTE of QUANTITIES SNOT - - - - - - - - - - - IML 17 INT STREET PER CITY of IANCFIO CUCAMONGA STANDARD NUMWR 401 sHMALL BE CONSTRUCTED AT EACH - - - - - I INTERSECTION. PROVIDE SAND BACK FILL TO WITHIN I 16 OR' 53 15. CITY APPROVAL of PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIRILITY FOR THE CORRECTION 12" ON EITHER SIDE OF AND ABOVE WATER MAIN I 5 1 •�`�\�,�1G ERROR AND allMM DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SNAL DE SEVEN EQUALLY SPACED I I I uT A-6 F 0! ' PROMPTLY SUBMITTED TO THE CiT' ENGINEER FOR APPROVAL. PIPE SUPPORTS, SEE STORM DRAIN 16. WORK SITE AND EXTERIOR SNREETS SMALL HE IN A NFA7 CLEAN, HAZARD FRE, ORDERLY STATE, THROUGHOUT DETAIL BELOW CONSTRUCTION SITE SH4LL BE CLEANED UPON REQUEST OF THE INSPECTOR. I I 4 1 54 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. PROVIDED ARE THE FOLLOWING: I uT A-5 I 6"X6" TIMBER, DF, CONSTRUCTION GRADE I �� 55 A GENERAL TELEPHONE 1-800-483-3000 BOLT WITH 2.5" DIA WASHER, 11/64' THICK, TYPI I SIN 56 LAT A-15 B. SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES 3 I ( (�pN 8 SEE SHEET 4 216 N. EUCLID AVENUE 1-800-427-2000 COMM. LIVE •A• I pE 57 1 - - - - ONTARIO CA 91762 8"X1 E" TIMBER, DF, CONSTRUCTION GRADE, TYP I 59 AT A-1 /`� 96441 BERNAN WRap air (909) 987-2591 FINISHED SURFACE, TYP 2 1 �� —� RANCHO CUCAMONGA CA 91730 LAT A-4 1\ ./y ECHARIER COMMUNICATIONS EXIST 42' RCP ``., �� 10808 FOOTHILL BLVD. /120 (909) 987-6275 LAT A-3 _/ ' RANCHO CUCAMONGA CA 91730 (909) 880-0222 I - - 1 LAT A-14 STUART KING (909) 343-5165 I - ` 1" DIA STEEL PIPE SUPPORT LAT A-13 ( LAT A-2 _ 18. USE BEVELED PIPE FOR 22.5' & 45' RADIUS ANDS. sce Vernofecl s ,11w F o3rlc� SkrUclti2 Spec-' q l0 7A-IZ 7- .L 7 EACH SEE SHEET 4 I OPQ Removed partrany aT la�cra\ UNE sFt 3 tkE5c r 2 Z� S. Au to/1•-00.392. Ko-w-Lz }L _ _ _ BN Q R67V/SED rlooFILL_ OF�A7' /1-y 0A/ Ly 41"ID� ---- -_-_=- � -- --- - - - - - SHEET CRY DESCRIPTION OF REVISION DATE PROVED _ - - - - - - - - *0 25711;' CITY OF RANCHO CUCAMONGA PIPE SUPPORT DETAIL NO SCALE SHEET 2PLANT AND PROFILE --= SAFETY RESPONSIBILITY z Cor3S'CRUCTto� ,,;OTErj STORM DRAIN IMPROVEMENT PLAN CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPETE RESPONSIBILITY FOR JOB SiTE CONDITIONS DURING THE UNE "A" - PUBLIC STORM DRAIN COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THE REQUIREMENTS 3D REv\o�E y8" PtPb21\ JTZ�Itrs CUGSE PE R1N�ETt NJAt S poSSlP�t �� SHALL APPLY ULLIMITED TO NORMAL WORKING , LTOSHALL ,FEND, NN FY MD HOLDTTHEOWNER AND THE ENGINE R HARMLESSFROM ANY ND ALL LIABILITYREAALLEG D IN3 FILL, SNI-CtAt- 'jiM\ i-&t6 �WZZ l3cTu)r�El' E�21Gt PW 65 INDEX MAP TRACT NO. 16776 CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE APPROVED BY NEGLIGENCE OF THE OWNER OR THE ENGINEER. 32 CONS-CRUC( OOUSLF CDUC� 5RCk PND M0Z-MV, 7'W& p� C1 DSCJ� SCALE 1'G =100' UNDERGROUN CE ALERT �ypFESS/ DATE �P£ B)1 EQ SBLrGD SCD NO SP Iib T�Ff pC(PdL OIJ SkT ( CALL TOLL FREE oe O� CITY ENGINEER , K 1 24953 � �S jHI fL ley __ G �(�/ LL RCE N0. EXISTING UNDERGROUND STRUCTURES 33 R£AO\ir- TENMPaRRRY `%Rl� N5 ckLLE4� OUT iE,2 C015T NOcf 13 , CUT dZ 1-800 N �� y DESIGN JTT RE }ENDED (DRGt-t THE NNC+ko2 ,CLL CS �N� cme2 U)C* 1 227-2600 - Z HIELMAN 1�7 ' THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS ARE OBTAINED BY A �4 El CAC LED, Un�6 A c� �• 25742 m SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON FCUSN 5U'RFRrE iN N�R(V{§DLE '1J�tL5- TWO WORKING DAYS d* Exp. 12-31-07 DRAWN GT TF-ZNGINTEIR_]f2S-,� SHEET THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, 3y RENO V T SPIL L LvJR i RNp CUT[ T CRUGTL`1 ;SND fFMPOR4 2( a(Z I PTC F YOU Dir �qT OIV I L �P 221 S G ASSELL ST °RANO& CA 928M 1 of 6 AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PRO- F�- CAL (714) 744-9700 FAX (714) 744-9312 TECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. THE CONTRACTOR SHALL CALL DiGALERT AND HAVE ALL 35 REmNf- CCNLR>- r CC£SS RD�V' CHECKED �� RCE N0. 25742 DRAWING NO. UTILITIES MARKED BEFORE DIGGING. �{ �7 ATE 5-15-06 FILE No pCOd eZ -D PROJECT SHEET NO. 8 OF 21 BENCHMARK DESCRIPTION: CHISLED "E:I" ON TOP OF CURB, FRONT OF FIRE HYDRANT, EAST SIDE OF EHWANDA AVE., 0.25 MILES NORTH OF FOOTHILL BLVD. NOR TO P.P. fT2785B ELEVATION: 1224.85 TEMPORARY BENCH MARK: 1" IRON PIPE 200`± NO. OF C INTERSECTION OF BASELINE ROAD AND ETTWANDA AVENUE, NORTH SECTION 6, T, 1S., i R.6 W., S.B.B.&M. w � ELEVATION: 1299.56 v Mi � _ F LATERAL A- 1 W W � 00 N _ _ _ -r- M BASIN OUTFLOW PIPE V W w _ _ - 0 0 0 _ , - - z Z Z - - --- O zo Q o - - - - - - - - - - - - - - - - - --------------------- DETENTION BASIN - - - - - - - - is ------------ 1300 Q p Z N mm = W 1300 - - - - - - - - - - - - O M W S 3 w w + z a� W _ - - - - - - - - ----------- ---------------- 1300 J `No o w 3 a "' � � 13� HGL ______--- M zs FINISHED SURFACE AT CL SO m �g o m w - - - - - w co to 3 ____- �� U z w �' " EXISTING GROUND AT CL SO w w m m / 3 N rn N - - -' 1.10% a U m N rn .f O+ � / $° '0 -N 10 --------------- ----- - � �0 00 w w to o N ` `� _--------- 111111 a wM + 0 1292.61 WS IN INLET ',' --------- - Z06 w rn .- N `" ----- z co ULTIMATE =CCN N �O �y1Py -------- HGL INTERIM ( WITH BASIN) Jam""- M W HYDRAULIC DATA r>o \ti���v HGL PER STORM DRAIN w \ - - - - - - - - -- J ------ --------------------- _------ > > Q100=70.5 CFS ao g _ - - O PLAN 1357-D SHEET 16 3 \ i - - - z z o m V100=11.3 FPS - - - ----- _------------ �o N EL=1291.0 \ J� N N + _ m o O BASIN W Q ------------------------- ,, > cq 0 1293 10 --------------------- ---- ---r- z o- vi o + N w �NTERIM -- ------- --- > it N Nit + Z -------------- CONTROL WEIR ---- ---- - zi ULTIMATE 00 HGL ULTIMATE z ` "' - 1290 HYDRAULIC DATA 1290 AND SPILLWAY 270 ° O N U W M O to U Ol o w � ~ 3Z ULTIMATE Q100=91.1 CFS N m 00m HYDRAULL DATA V100=7.3 FPS N + ?e8 Q100=91.1 CFS It C s V100=7.3 FPS O �� 1286. > > ` y�y1 1�gh tiP h A00 llVy z o \ 1 k"\ / 0 0 I 1 7 m Z z w �� N �Q 0,10 13 93 "t U18160 1 1.66% w � + LINE A ?�B ) LAj NV w m + + 1280 1 1 d;A ?�8p A-3 z z z 1280 ~� 1280 t.5t% �� � � Z 0.30% > 6" DIA > o:cq wi M 3 > m OPENING z z� w PROFILE SCALES ��� > Z th o INTERIM Z Z M CD M n wco N m �� Z n \ > N z � N x Z U M o o m rnti ow M 1"=40' HORIZONTAL x �� HYDRAUIJC DATA co o6 n N ULTIMATE N N co m t[) ^ M f, m O� N N r d U N N N w w OD fk� CD kN U ^ HYDRAULIC DATA N N ULTIMATE N �' ULTIMATE 1"=4' VERTICAL a;it o`.- Q100=91.1 CFS N ULTIMATE N 4N V100=7.3 FPS W m o Q100=87.2 CFS HYDRAULIC DATA ULTIMATE HYDRAUUC DATA m sp ro Q W �, HYDRAULIC DATA HYDRAULIC DATA 2r=m�tNco M co `� OR o + V100=6.9 FPS Q100=87.2 CFS 0100=76.2 CFS 0100=70.5 CFS + Q100=70.5 CFS + F'ILL, 1--BACK Sl URR`/o C m + m rn "' V100=6.9 FPS V100=10.8 FPS V100=11.3 FPS + o o + 93.76 LF + + 120.45 LF V100=14.9 FPS o LF 0 77.35 LF 48* RCP 1500-D = 48' RCP 1500-D 458.11 LF 36" RCP 1750-D 209,00 LF 1 M� RCP 2000- 31' RCP 1750-D RCP 1500-D EXIST STORM DRAIN PER 10 513 Z 8- 6 1112+00.00 A_4 12 4 13 14 15 16 17 18 a 19 DRAWING 1357-D SHEET 16. oF''o �� 'o R% 5 j w: x j + 'o =10+00.00 LAT A-4 N '� - m a - goo 3 s 4 CONSTRUCTION NOTES 2 � M 5 25+6j p� �* JOIN EXIST 90" R N n �0/ Q LAT *A-3'OO ; LINE TABLE H g� a� 1 CONSTRUCT 18 RCP CLASS IV N� N 3'09'"" E 12.54' _ _ _ _ _ _ CATCH BASIN TABLE RCP 5 2 CONSTRUCT 36" RCP 1750-D w - # BEARING DISTANCE N NO. W V Q L.D. CASE CONSTRUCTION o 3 CONSTRUCT 48" RCP 1500-D NOTE NO.S G N 89°53 '28' W 4 , 99 ' P `' 4 CONSTRUCT MANHOLE N0. 2 PER CITY STD. PLAN 319 _®_----- -- ------- -- ------------- 2 10 4.81 6.5 A 15 & 19 H N 46°43 ' 15' W 8 . 37 ' CL LINEA o I H , FORESTER PL. 3 P 5 CONSTRUCT MANHOLE NO. 4 PER CITY STD. PLAN 321 F N 006'32' E 3 7 5.48 6.5 B 15 & 19 I N 15°21 'S1 ' W 99 , 05 ' A a 2 N vos'3Y ES 81581- LAT *A-5* 0 4 10 4.52 6.6 B 15 & 19 �x 6 CONSTRUCT CONCRETE COLLAR PER CITY STD PLAN 329 J N 26° 16 '59' E 72 . 33 ' o N 6647 21' w 37.78' 7 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD PLAN 331 5 10 5.43 11.4 A 15 & 19 s � a �j9 3 K N 69 OS 43 E 160 . 00 8 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY STD PLAN 333. A=45" \ I - 12 3.5 4.00 0.5 NO LD 15 ?5+7g 6> 1 + 7 e B L N 42°58 ' 15' E 6 . 24 ' f�/ '- � T - - o I 2 9 CONSTRUCT SPILLWAY STRUCTURE PER DETAIL SHEET 4 1 g6 E A �, O 0 CONSTRUCT OUTLET STRUCTURE PER DETAIL SHEET 4 -'[�T *A-6'� UTILITY COORDINATION NOTE - 5 ' 1 BEG RCP O 1 FILL EXIST RCB WITH 2 SACK SAND CEMENT SLURRY. *A_e / C 12+61 965 C38 E 10.61' ^� 96 2 \ © ��5+85. ( � 3�k CONSTRUCT TEMPORARY ORIFICE PER DETAIL SHEET 2 2�coc r TfZ�ccT o rJ N o TES BEG 12+63.36 C LAT A-6 SEE DETAIL / �' v g\ 3 -D�� RCP I © CURB OPENING CATCH BASIN WITH LOCAL DEPRESSION PER / / / 288 21 =10+00.00 LAT a-s 2 CotSSlRuc.T VnAA3tC- c-0 x C3R.tcl� PW0 ,vwZz nwr, 0101 cLosuTt> �cnE B) f SBcFCD STD. No, FUTURE EXTENSION I A THIS 4 ' c " ' h o i c 10+61.00 sr. STA T CITY STD PLAN 300 & 307. "W" PER PLAN. / � �� 255.15 11+43.57 � I SP 76 Y B �'Tft1L otJ StIE€'C l . N ` ( ��' 10 4 I CCB {5 AIL A SHEET , � � �� Tc �p 9 3 I � 33 R£f1l0UG T�rnPolzRtiy ORiF7CF ?�S cpcL(�D OLTP (�'� C��C• NOTA 13. cuT oR'[cFGt-N "la£ R1JC}\oR gOtxS pcNp Q� © REMOVE INTERFERING PORTION OF RCB. BULKHEAD REMAINING I !\ a v \\^ \ \ 0 288.8 FL I I O NO SCALE `b I 13+56.95 BC CDVER W[Ti-t /u "!-Fttc1� t�My LEN'<U1N6 R t�-USI\ SUR'FPc(�E 1N Mi�Nf�IOLE U.lh-LLS , * PORTION WITH DOUBLE COURSE OF BRICK AND MORTAR PLUG \ EC 4\ 9 2a 0" \\ 9 59 10+61.00 ST. STA II 1 A ,PIL (U p NP OUTi T StRUCCOR� I�NO t P(\PORPRI nRIFICI VERIFY BEFORE CONSTRUCTIONCONSTRUCT 6" PCC CONC ACCESS ROAD ON 4" CLASS II BASE � � \ 2t CCB #4 I 1 � (� CCNCR�"(F- 1kL�i5 R04cD. �p \ O 1 II 1 ** RESTRAIN EXIST 24" WATER LINE NEAR CONSTRUCTION 19 INSTALL DUAL STAGE "FOSSIL FILTER" FOR ENTIRE WIDTH OF CATCH BASIN \ \`, PROTECT CEDAR C 16 JUNCT I HN STRUCTURE TABLE \ © CONSTRUCT STEEL FENCE AND GATE PER DETAIL SHEET 6 STATION A B C D S R NOTES INSTALL FOUR EQUALLY SPACED ANCHOR BOLTS �I \ C; CONSTRUCT MASONRY SCREEN WALL 3 PER DETAIL SHEET 6 1 � \\ � � 0 9+97.52 45'00' 38X6 6.59 9 1278.41 1278.47 OMIT MANHOLE, USE FOR AND LAT f3AR SIZES a 3" INTO MANHOLE WALLS, 8" INTO ORIFICE WALL K \ CONSTRUCT MASONRY SCREEN WALL ON RETAINING WALL 1 PER DETAIL SHEET 6 5g.21 10+88.21 45'00' 4 4.92 4 -6 1278.72 1279.76 USE FOR AND BAR SIZES a I I \ ` �\ 4'�d• 296.4 TRw, 1H is \ �4k 12+00.00 45'00' 4 1280.35 1280.68 MANHOLE - RCP CONSTRUCT 24" RCP CLASS IV 295.4 FG 1 EC X44 j8 \ \ (o) PROVIDE EWPTICAL SHAPE AS NEEDED CONSTRUCT 90" RCP 1400-D 2 = - _ _ - - _ - -- REMOVE BRICK AND MORTAR PLUG 2g880' TB \ T \C - - - 3" #5®8" INSTALL DOUBLE COURSE OF 8" BRICK AND MORTAR PLUG W/ # 6 BARS I I EP �\ \` \ \ ` a TF, 29s.a FG c \Z - - 012" BOTH WAYS, CENTERED. ` \ \O \ \ 2 CONSTRUCT 38"X60" ELLIPTICAL RCP 2000-D I \ \ CONSTRUCT 1/2" THICK STEEL PLATE \ WITH 6" DIA OPENING AT BOTTOM AS SHOWN O ReMoU�• �i9" (AA �'caTipn OtzRW �,5 cLOSt 't o PE2arnET�PL VJttO- N\S R0s5181-� �N \ \ 1\ t o \� \yam \ \\ #5N198" F- - 3t FlCLCtTERIjL.-arTH i6A6SL�RR� 3ErLu N 130-lCLPW&5 \ \ \\ 1\„ 3, �\ \� \\ N \ #5®8" i J:\serv\Van-Etiwanda\IMPLANS\SD\SDO2.dwg 5/15/06 EXIST 20' GATE PER DETAIL SHEET 6. 27,J I 5X2 RCBUBLE \ \\ rZ \ \\ \ \ 9 - - - - - - - -- ANCHOR BOLT - - - - - - - - TO BE + \ \ \ \ \ \\ \ \ \ BOLT ORIFICE PLATE TO CONIC WALL WITH bN o o STEEL ORIFICE LOCATION, TYP 2 R�MOU��oRTloyys OF }I ` \ `� \ \ \ oo PLATE SEE AT LEFT PROVIDE OPENING IN S �� P\44 p BIZ ABANDONED \ \ O \\ \ 57 �� so \ ss 2 \ \ SEVEN 3/4" DIA ANCHOR BOLTS AS SHOWN Z•J \ \\\ C \ \ \ o ELEVATION o+ SECTION CONC WALL 2.5" SMALLER THAN DESCRIPTION OF REVISION ORIFICE PLATE cn � SECTION- ORIFICE PLATE Q CITY OF RANCHO CUCAMONGA TEMPORARY ORIFICE 13 3H [AT "A-14• \ 2 1s o� \ \ N \ \ LINE "A" 4 ro N NO SCALE PLAN AND PROFILE \ \\ \ ��� / 2e Tc o \�\ \\ _ CURVE TABLE " ' TR. 16776 3 ao . 2 ' NO 25�g \ M ' \ ` ` N \ + is F 2 3 "3 125Rc5 \\ \ \\ �\\\s �9s / ® \\ \ \\ 18 19 I 20 i 21 w A 15°28 '23' 291.00 ' 78,59 ' 39,53 ' Z � /Z STORM DRAIN IMPROVEMENT PLAN o W , \\ �30� "' 17 1 I - _ - _ I _ B 90° 00 ' 00' 45 . 00 ' 70 . 69 ' 45 , 00 ' „ \\\ 21 ` - � � � 21 \\ �\ _ C 18° 10 ' 03' 291 . 00 ' 92 . 27 ' 46 , 53 ' LINE A ' \ E N D 76' 01 ' 05' 36 . 00 ' 47 . 76 ' 28 , 14 ' APPROVED BY DATE 55 - E 4" 11 ' 08' 1009 , 00 ' 73 . 71 ' 36 . 87 ' 24553 L gG \ O OFESS� CITY ENGINEER RCE N0. 42 19 N 006'37 E 102.18' En O ° QR 0 �6}42• \ \ 18 _ � _i .� F 57-40 '46 45 , 00 45 . 30 24 , 78 ' O SHif �� N h MASONRY WALL PER 16 n O S DESIGN ,ITT TV-- 1 T REC(�7A�y1ENDED 1 da \ 1 N N 04'36 W 133.93' ` �`VI7 � t 3:�\\ LANDSCAPE PLANS ' -a 5 ACORN PL. N N 2" 00 '54 1203 . 00 42 . 31 ' 21 . 16 ' 4 � �YHIELMAN -- -----------------8'YF------- . . , , , Z__---- M 3 00 '40 197 , 00 62 . 91 31 . 4614 --- ®-- ---- Ld - No. 25742 m NGINEERS Z D 29608108' 22 . 50 ' 11 . 44 ' 5 . 85 ' W DRAWN S.Z. SHEET --�-W------ _ . . , , a* Efi. 12-31-07 * 221 s GUSSELL ST ORANGE, CA 92455 ---- _ ao' ao 120 160 _ _ 11 28 '57, 90 . 00 18 . 04 9 . 05 ' Q 28* 10 '59 45 . 00 22 . 13 11 . 30 ' �9T CfVll `P (714) 744-9700 FAX (714) 744-9372 of6 1" 2" 3" 4" 54 ( 51 i I 50 49 i I 48 F� CAL\F� CHECKED RCE N0. 25742 DRAWING N0. SCALE 1"=40' 53 52 PATE 5-15-06 FILE NO 2082-D PROJECT SHEET NO. 9 OF 21 BENCHMARK DESCRIPTION: CHISLED "O' ON TOP OF CURB, FRONT OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25 MILES NORTH OF FOOTHILL BLVD. NEXT TO P.P. JT27858 ELEVATION: 1224.85 TEMPORARY BENCH MARK: 1' IRON PIPE 200'± NO. OF C INTERSECTION OF BASELINE ROAD AND ETIWANDA AVENUE, NORTH SECTION 6, T. IS., R.6 W., S.B.B.&M. ELEVATION: 1299.56 WS ELEV= 3 39 9 2a EXIST 18" C,MP EXIST 24' RCP - + to wp, e N - to Nto E 0'Q i 'ice Z HYDRAULIC D0/4 AA HYDRAULIC. DATA Q100=6o. C s 240 _-I V100r8. FPS _ ,- ao 3� 310 ------ _. . Q10 6 .4 CFS -� HGLct V100=1.0 FPS --' > ------------ LO_ -- HGL _------- -_- +-- -- -------- 1 3 0� y 9 N LINE A M 50 > > M `� HYDRAULIC DATA a X001.10% ? - M `0 _ Z � �� ^ Q160=64.9 CF � � '�30q� w N w+ V100�14.9 F S i s _ , o w M HYDRAULIC; DATA to HYDRAULIC DATA N z > v c Q100=6,7.2 CFS Q100=60.6 CFSdi 6 _ V100=9.5 FPS V100=8.6 FPS S o CONSULT THE PROJECT ARB,OR4$T ao -++ + + BEFORE EXOAVA ION; IWERFERING CIA� _ �+- N TREE ROOTS S LL BE PROTECTED, 1 H_YDRAQL& PAlA TRIMMED OR R VIED AS OETERMINED FSR FI ` E, SOALES a w Q100=67.4 CFS BY THE PRQJECJ ARBORIST. 1 1404' HORIZONTAL + r HYDRAULIC DATA V100T8.r FPS `� o . Q�00 67., C1rS = ' VERfICk c Z3.4� L V10�9. Ft�S RCP 1750-DI 272.25 LE 38' RCP 1760D X37.06 LE 38rt RCP 1760-=D 415.81 LF 3(r RCP 1750�D 20 21 22 23 24 25 26 27 28 29 CURVE TABLE A 900A11 ' 00' 45.00 ' 70.83 ' 45,14 ' CONSTRUCTION NOTES CATCH BASIN TABLE B 10.05 '35' 90, 00 ' 15 .85 ' 7 .95 ' N0. W V Q L.D. CASE CONSTRUCTION C 75°53 '58' 45 . 00 ' 59 . 61 ' 35 . 09 ' MATCHLINE 24+50 SEE RIGHT NOTE N0. 1 CONSTRUCT 1 g' RCP CLASS IV 6 7 4.34 6.0 B 15 & 19 2 CONSTRUCT 36" RCP 1750-D 25 I I 7 7 6.14 8.5 8 15 & 19 I 2 � 8 7 7.74 4.6 B 15 & 19 3 CONSTRUCT 48" RCP 1500-D U4 CONSTRUCT MANHOLE NO. 2 PER CITY STD. PLAN 319 -1 I10 4 6.53 4.4 B 15 & 19 5 CONSTRUCT MANHOLE NO. 4 PER CITY STD. PLAN 321 7 23+79.40 1 I 1 36 40' 80' 120' 160' 111 4 5.58 5.3 B 15 & 19 6 CONSTRUCT CONCRETE COLLAR PER CITY STD PLAN 329 INT LAT A-s I 1 7 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD PLAN 331 I 24 1 J t' 2" 3' 4" 8 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY STD PLAN 333 A=45' 11+14.00 ST. STA I 11+14.00 ST. STA SCALE 1"=40' 9 CONSTRUCT SPILLWAY STRUCTURE PER DETAIL SHEET 4 t. CB#8 1 CONSTRUCT OUTLET STRUCTURE PER DETAIL SHEET 4 1 1 1 CONSTRUCT INLET STRUCTURE/INTERCEPTOR DITCH PER DETAIL SHEET 6 LAT 'A-8' • O N 44'55'32' E 38.18' �� N 4504'28' W -192',.73'QQ ! 1© CONSTRUCT TEMPORARY ORIFICE (A) NO'06'30'E 43.13' ! 11 I IO 23+61.40 I INT LAT A-9 1® CURB OPENING CATCH BASIN WITH LOCAL DEPRESSION PER 23 1 I< 9' I C ! �,�� CITY STD PLAN 300 & 307. "W" PER PLAN. IU 1 � '' 1® REMOVE INTERFERING PORTION OF RCB. BULKHEAD REMAINING I ILL PORTION WITH DOUBLE COURSE OF BRICK AND MORTAR PLUG N I I / N ! - SEE GRADING PLAN ED. CONTINUATION 19 INSTALL DUAL STAGE "FOSSIL FILTER" FOR ENTIRE WIDTH OF CATCH BASIN I� !q2 7 I I / ! OF CONCRETE DITCH I� WI Q O ® 28 30 3 / 12.00, 31 I �� �� I I 41 I z 29 ro LINEA 1 I M I I O 1 N a crYOF ENr i J:\serv\Von-Etiwanda\IMPLANS\SD\SD03.dwg 5/15/06 4 I Z I Q 1 „Z „Z I I I U N N E0 6 `h Q ! 04 s 21 22 ; ? LAT 'A-12", 1 ?7f ,13 f / N 41'07'59' W 13.65 OLQ + y 2 I 26 I � 10 6 100 ST. STA 204 DESCRIPTION OF REVISION - - CITY OF RANCHO CUCAMONGA cn I I A N (T06'3f E 174.58' _ a, 2 PLAN AND PROFILE N21 J 18 ACORN PL. 19 ' --------------------- ----__ _____ PASTURE CT. 12 13 I TR. 16776 - -- --- - ! STORM DRAIN IMPROVEMENT PLAN - ----------------- ------- I -- lw j ------ -- I I I - - - - - ! SEAL , - - - - N 8955'32' E516.23'1 I a LAT 'A-11' ! LINE A I-ii o N 4327'03' E 32.69 tF � � � ! APPROVED BY DATE 36 35 34 IZZLV,&Z�' RCE N0. 2495311 A, LAT A-7' 10+59.53 ST. STA MATCHLINE 24+50 SEE LEFT ! Q�oFEss,o CITY ENGINEER 33 ��``o�� ZHIf� �Fy DESIGN STT HIELMAN RE 0 MENDED Q N 4504'05' E 94.85' I Q CB 6 47 46 NJ LINE "A" ! �, y ti c No. 25742 m T z ENGINEERS I IJ d* Exp. 2-31-07 `P*� DRAWN GT 221 S GLASSED. ST ORANGE, CA 92866 SHEET I J 9lFIVI 0�� (714) 744-9700 FAX (714) 744-9312 3 of 6 I I ! QF CALF CHECKED 99RCE NO. 25742 DRAWING NO. ATE 5-15-06 FILE NO. 2082-D PROJECT SHEET NO. 10 OF 21 I-6 4 ($@@ note 5) 2%z•xz -xiSretb rwe St.�ot"� BENCHMARK Anyb _ _ _ 3/4 " Hole, "H.D.", See Stiffener i F i =x- s°o a DESCRIPTION: CHUM 'n' ON TDP OF CURB, FRONT OF FIRE equally spaced Detail next page A• <Re.,o°t FI�YDRAIt4T,LL W SIDE ONEXT �ETTWANAVE., 0.25 MILES NORTH OF Center of hole O.D. P.P. JT2785B be I" from HOLD-DOWN ELEVATION: 1224.85 0. of plate. I '/-steel Plate D, RISER C.S.P. TaVORARY BENCH mac: 1° RON PPE 2DD!± NO. OF F INTERSECTIO! -� DIAMETER GAUGE DETAIL-PLATE STIFFENER RYp O.D. OF BASELINE ROAD AND ERWANOA AVENUE, NORTH SECTION 6, T, 1S., q r2 R.6 W., S.B.B.&M. LATERAL A- 13 LATERAL A- 15 18"-27" 16 �q. �A�N: 12N•56 LATERAL A-2 LATERAL A-3 1yp) � C.. °°„W M=a =,a��° 30"-39" 14 [ Y w, C.S.P. O.D. yk •00 BOTTOM VIEW 51--66- 1300 1"-66" 10 r I ALTERNATE JUNCTION " 1300 -- - - a W a W = Q 1 TOP PLATE LAJ uw*cn'O o> PlOte m S .�� See detoil for NOTES: BOTTOM VIEW C v 11 v v �ry J J i�� 186.75 Locking Devices Riser pipe snort extend to 'Elev. V. CAGE RETAINER RING CD tx• v v REMOVE INTERFERING PORTION OF A O W pub• gcy o n 0 wq"�) * Grading of lip; 2. Elevation A. D, . Dz, L, , Lz are shown on plans. gOtto O Of '�� O L EX 42" RCP AND HEADWALL = unless otherwise 3. Corrugated steel pipe shall conform to AASHTO M-36. 3 g «i V0 N O HGL _ shown on peon. + + !n + ± l' O Q� /�-�'�� a D, n" HD 4. Grote assembly shall be galvanized after fabrication. HGL INTERIM HGL INTERIM o +, o \ti�ry �� jg" 40° 9 5. For Oi =54' and larger, weld l/z xl%Yxi/4 angles to pate with I- c14 Q I N 0 2 welds of 6• O.C. WS 3.81 - 30"-33" 24° 15 6. n=number of hors on grate assembly. _$7_ WS ELEV=_J_ _ zq~ 27" 30 l2 - - ,293.81' - HGL ULTIMATE -- 1293.74* - _ v 3 HGL ULTIMATE � HGL < _ - 36"-39" 20° 18 7. Gouge of pipe for diameter Dz shall be some as for riser. -- WS ELEV= 57 _ s INTERIM WS ELEV= y _ ri ULTIMATE 1 %: n places 42"-45" 16.5 22 8. Riser and stub shall be shop fabricated and gotvanized atter welding. - ss= I, - - **= u WS ELEV= z -- --- /� 48"-sl" 14.5° 25 - - 1291.95 > s* ULTIMATE 129,•99 > -___ _ __S7 _ i --- --- 9. The following shall be Stencilled using 2 inch high letters and black �p°J°l�� > > _ 54~-57" 13° 28 4 1291.34 3 Z Z o, v ULTIMATE -= point on the face Of the curb adjacent to the inlet (either side) w -� Stantlord 60"-63" 11.5` 31 arta on the top of me inlet: 1290 1290 1290 1290 1290 ab � 0 - - �` > a Ki o- m Q100=8.6 C - m i canonized 66" 10.5° 34 connection DOnd. m N � m o V100=13.6 FPS _ I C.S.P. R.C.P. 1293.45 i in m 00 � ULTIMATE O r- + o slope to ;y- _ ULTIMATEHYDRAULIC DATA o o drain - _ ULTIMATE HYDRAULIC DATA -- A Q100=2.6 CFS 5 LF TS 4 6 Rin HYDRAULIC DATA 0100=6.5 CFS �\ V100=1.5 FPS ° Dry Pack Q100=6.5 CFS V100=3.7 FPS 15.64 LF I 24" RCP CLASS N � Conc. slob � OUTLET STRUCTURE V100=3.7 FPS i 11 ELEVATION NO SCALE 10 34 1280 1280 1280 1280 II 1280 z m WEIR STRUCTURE DESIGN; Z z Zw > OUTLET PIPE f'c=3,250 psi, fy=60,000 psi C) Ch a m z _ 0 0 W > z Z REINFORCEMENT AROUND PIPE OPENING J N N PROFILE SCALES -J N z < Z 0 1"=40' HORIZONTAL a o o N m '�7 U N m y PER CITY OF RANCHO CUCAMONGA STD PLAN 330 g Com `D w 1"=4' VERTICAL o o m m 00 N o A=90', C=18" ,293.10* 0 00 d. z CD SYMMETRICAL o + + o N LO w wm M o w 1287.70 INV FOOTING (� 12" 1293.,Os m O o " g N o �' +D.SD'x r -- - - � s®12' 29.30 LF o 9.80 LF 15.77 if I I l ,288.so I I IT RCP CLASS N 18' RCP CLASS N I I I T RCP CLASS N W 12' TYP i 8' I W 7 I I 10 11 10 11 10 0 11 o I I I N I W 2 I N I A M I I TOE OF SLOPE (n 4' 6012" I 1288.6 B ( ( I I CONSTRUCTION NOTES O CONSTRUCT 18" RCP CLASS IV -- -- -- - - r ® CONSTRUCT HEADWALL PER CALTRANS STD D89 MODIFIED FOR L=25', H=5.60' 2 #8 BARS 0.50'* 28 BARS CURB OPENING CATCH BASIN WITH LOCAL DEPRESSION PER CITY STD PLAN 300 & 307. "W" PER PLAN. LAP WITH 6 BAR AT SLAB © * CRITICAL FLOW CONTROL DIMENSION. HOLD FIRM. $. © CONSTRUCT PIPE CONNECTION TO EXIST SD PER CITY STD PLAN 331 x!6@12" ® CONSTRUCT 24" RCP CLASS IV PLS SECTION A-A ACTION B-B ® CONSTRUCT TRANSITION STRUCT5URE NO 3 PER CITY STD 336, OMIT SIDE INLET. ®® REMaJE 5PILLl"Inti AND OLS lVr SfRJCCUR RNOTeMPORR'RII OR119ce SPILLWAY STRUCTURE 9 3y z NO SCALE O OLS 1 II 'I I '1 I R � I III 1 I II 1 \ 55 1174 l N o I 1 UT "A-1 SEE PROFILE SHEET 5 N 9'54'O5W 20.00' o ',' �p 23+78.37 ST. STA 15 , m CB 11, W=4' V=5.12, Q= 2.4 CFS AV }' y 1 2" '� ----- G \-- -- -- - - -- - -- -- -- - - - - - , N 54 I 1 '' 4'� \\� ,'�' 11` '' 1 ,\• ` N 78' RCP PER 1 , --AB X, t DRAWING NO 1357-D, SHT 161 11 cJ � 53 � It ` , ��, I '� 1 \ 1 2 1 't i, , IsTizlz>✓ Run 1 ria o,RIFrcE DESCRIPTION OF REVISION REMOVE HEADWALL MIO INTERFERING PORTION 42 RCP W0.25742 t t4 1»3 I' CITY OF RANCHO CUCAMONGA \ I __----------- ; T / LArA-1SFITS SEE PROSHEET 5 DETAILS AND LATERALS - FORESTER PL. w I Q cAry t I \ ,'z N �t 1 TR. 16776 STORM DRAIN IMPROVEMENT PLAN i Ilk CURVE DATA SEAL i DELTA=5739'16" LINE A APPROVED BY DATE T=12.38' I L=22.64' QRpfESS/0� CITY ENGINEER RCE N0. 24953 40' 80' 120' 160' I //� I i i ( BC=10+77.36 ��O SZHIf� Y� DESIGN JTT RECOMMENDED ,• r 3" 4 // I , ; ; EC=,0+99.00 N ,may �' HIELMAN�T SCALE 1"=40' I I E. 25742 > ivGrxEExs 1 12-31-07 DRAWN GT SHEET I , �. �- 221 S (X.ASSELL S1 ORANGE, CA 92886 CIVIL \! (714) 7441-9'7W/ FAX (714) 744-9312 4 OF 6 9lF Q CALIF CHECKED J�Y11t! ►T`1Vn'1`� RCE NO. 25742 DRAWING NO. ATE 5-15-06 FILE No- 2082-D PROJECT SHEET NO. t1 OF 21 LATERAL A-8 LATERAL A-9 BENCHMARK LATERAL A-4 LATERAL A-7 w a DEQ: 'El" ie, FRONT • ON TOP Of COF FIRE LATERAL A-6 ¢ HYDRANT, EAST SIDE Of ETIWACA AVE., 0.25 MILES NORTH Of BASIN FOOTHILL BLVD. NEXT TO P.P. fr2785B INFLOW PIPE w Q g a ELEVATION: 1224.85 LATERAL A-5 ? G ; J w a �G �G TEMPORAKY BENCH MARIC P IRON PPE 2W± No. OF E INTERSECTION DETENTION BASIN J J �� o C-) \g� _ ^� BBASELINE ROAD AND ETIWMDA AVENUE, NORTH SECTION 6, T, 1S., _ I U U tr W ti � 3 . 1 \\. S.B.B.A:M. N o w a 3 "��\ �O io o �1O ELEVATION: 1299.56 n ¢ I� ' 3 G "+� + ¢ ¢ a w ¢ + + N NO Lu w z F o O J 1300 o - - - - 1300 1300 1310 N Q I U M O AV co S �C, ULTIMATE M 1310 1310 C3 co `�" a °'� '"� + 0�` .ELE�._J_u HGL HGL a Q Qi I o n o ¢ ��h >k o gh .� = > - ULTIMATE > ULTIMATE - n 2 N ^ \ G0 \tiGO�k 1308.35 _ 7L�=-�- �- _WS ELEV=-� HGL -- 32 g HGL ULTIMATE lz WS E--- 000 - 1307.21 WS ELE_V=_p _ HGL INTERIM _ ' - - - 1295.45 -- - ---- - BASIN WS ELEV v____----_� ------- -- - 1294.37 Lq ULTIMATE �.�, 000, 1293.10 / 43 II �• > ULTIMATE ,s I 2� HYDRAULIC DATA © 2 i (s Q100=8.5 CFS 7,00% 1290 `N 1290 $� 1290 1290 1300 1300 v100=8.3 FPS 1300 > ULTIMATE � Z H TIMI C DATA ti ULTIMATE z Q100=4.6 CFS HYDRAULIC DATA a, V100=2.6 FPS INTERIM �'-� _ Q100=6.6 CFS HYDRAULIC DATA �� V100=3.7 FPS ULTIMATE a� Lo OR M 8100=91.1 CFS M PL14CE EFOX on! Q100=11.40 CFS HYMUC DATA X) M o - V10 =7.3 FPS fy /Nv12'r- Vl 00=6.5 FPS Q100=6.0 CFS mN co w V100=13.0 FPS C + N+ /4CH/E✓E / o+ + o 0 co/214 D C-� . , v ij ^ 32-76 LF ^ ^ 7.05 LF z: > > 1g' RCP CLASS N 1Er RW CLASS N 1280 1280 a �, a a � a N 1�j � N W 00 O O� w^ 0 Q Q 00 rn m � W po �,��' o 00 m � 00� to w C o A/C, CU LL Art 'Ni v J Q° `�ij ^ + w N N a +a o 0c�^ o c' A/ m + W � �, o � o 1v °° U OJ + ca / + v ° r o 92.68 LF 1 RCP CLASS N 43.53 LF 35.86 LF 8.48 LF RCP 1500-D {� 18' RCP CLASS N 18' RCP CLASS N SD ro RE,rAlk) A 11 12 "L I- 13A& SLORRY 10 11 10 11 10 11 10 11 10 11 PROFILE SCALES 1"=40' HORIZONTAL 1"=4' VERTICAL ¢ a s LATERAL A- 11 W a LATERAL A- 12 W z � g g N a + g to_3 \q0 O CD Uo _ \0h \ Lo o - to \�\ M o \�\ LATERAL A- 14 W o J i + G� o N � NGL w a ° iL 1310 ULTIMATE 1310 HGL ULTIMATE ao 1310 1300 � s 3 0 A�ti WS ELEV- co �- WS ELEV= S7 _t? N 1300 it 0, __-__---�_ __-__-___ N to -- 1309.16 - CDo m G� N + + O M O 'I 2.Wx n ULTIMATE ULTIMATE HYDRAULIC DATA HYDRAULIC DATA Q100=5.3 CFS Q1 =45 WS Y100=3.0 FPS 1300 1300 � z 1300 1290 12 N N W tr0 � a 0 N aN N M a ^ W^ 1pZ p p > (�( 0 + m OW � � � W Z.00"� 00 Z + O N IR c N + _N O + O � 18` 28.64 LF RCP CLASS N ^ 11.37 LF �°� � ULTIMATE + 18' RCP CLASS N ,^� a HYDRAULIC DATA �aO z Q100=0.5 CFS 'n ov V100=3.9 FPS z o '2 F efA60ED PoRTkn nO OF L'YTMAt, A-4CD (e-20-12 �1ti o w N / /ZEv/J'E � CA -7-GoAC A-N// ADDED Cv/vc cot cAl2 S- 9a-7 X10' C"(L poa 1 ✓. fi-ry DESCRIPTION OF REVISION DA7E Ape& CD lo: 00 m " W ri � CITY OF RANCHO CUCAMONGA rn rn �, , N0.257.,2 N EXP 12/3";13 a . j. at-h LATERALS �2TR. 16776 27'90 LF STORM DRAIN IMPROVEMENT PLAN 24' RC' CLASS N 10 11 10 11 10 11 10 11 12 SEAL LINE "A" APPROVED BY DATE QROfESS/0� CITY ENGINEER RCE N0. 24953 DESIGN JTT TUT14"HIELMANRECMENDED No. 25742 m IVEERS d* Exp. 12-31-07 *� DRAWN GT SHEET 221 S GIASSd.L ST ORANGE, CA 921166 CIVIL \P (714) 744-9700 FAX (714) 744-9312 5 DF 6 9TFGI<' CALIF CHECKED C DRAWING NO. RCE N0. 25742 DATE 5-15-06 FILE NO 2082-D PROJECT SHEET NO. t2 OF 21 10'-0' 12"t 'BFC" STANDARD SWING GATE HINGE, TYP MASONRY WALL SPECIFICATIONS JOIN WALL W/ STEEL CLIP AND 1/2" DIA REDHEAD MATERIALS TOP AND BOTTOM CONCRETE: 2500 psi 1 11/2' SQ POST, 12 GAGE. MASONRY: fm= 1500 psi CAP PER LANDSCAPE ARCHITECT'S PLAN PROVIDE DECORATIVE CAP, TYP. PROTO II WALL fm= 250 FOR NO SPECIAL INSPECTION REINFORCEMENT: PER ASTM A-615, GR 60 BLOCK: GRADE A PER ASTM C-90 04 CONT, TYP MORTAR: TYPE M TWO COURSES GROUT: UBC TABLE 24-B GRAVEL- SHALL BE FLUID CONSISTENCY CEMENT: PORTLAND CEMENT PER ASTM C-150 NOTES Cr MASONRY 1. PROVIDE VERTICAL EXP JOINTS AT 16' MAX INTERVAL. 2. FOR WEEPHOLES OMIT MORTAR IN EVERY OTHER VERTICAL TRACT BOUNDARY b HEAVY LOCKABLE OWI HB PADLOCK JOINT IN FIRST COURSE ABOVE GRADE. to 260' 3. BACK FILL BEHIND RETAINING WALL WITH GRANULAR MATERIAL CENTERED ONLY. THIS PORTION OF STRUCTURE IS PRIVATE 4. SOLID GROUT ALL CELLS AGAINST EARTH OR CONTAINING #402,C OMIT EVERY OTHER HALF BLOCK REINFORCEMENT. 16®16" FOR DRAINAGE ACCEPTANCE THIS PORTION OF STRUCTURE IS PUBLIC p 5. ALL FOOTINGS SHALL BE POURED ON UNDISTURBED NATURAL GROUND OR ON UNDISTURBED NATURAL ENGINEERED `1•°� 3 e SQ, 16 GAGE PICKETS COMPACTED FILL INSTALL STEEL BAR GRATING, "GRATING PACIFIC' TYPE W-19-4 TOP OF NORTH CHANNEL WALL (TCH) �`� ��c, / b 6. WALL SHALL BE LAID TRUE & PLUMB. I AT 4 1/2' O.C. 1 zo 7. PROVISIONS SHALL BE MADE FOR ADJOINING CONSTRUCTION. b 3' ANGLE 1'X1'X1/4', W/ 3/8' A B. ® 18" OC, TYP BOTH SIDES I 8. ALL SPLICES SHALL BE 48 BAR DIAMETERS. INFLOW PIPE, TYP 9• SUBDRAIN SHALL CONSIST OF A CONTINUOUS 12:"X12' GRAVEL EXIST GROUND t� FINISHED SURFACE 00 FINISHED I i° GALLERY OF 3/4' CRUSHED ROCK WRAPPED IN MIRAFI 14ON FILTER FABRIC. i 10.BACKFILL BEHIND WALLS SHALL BE GRANULAR. OVEREXCAVATE INVERT AND RECOMPACT UNDER FOOTING AS DIRECTED BY THE SOIL TCN, SEE PLAN _TI Ki IT ENGINEER 4 N 4 c� 'n / �4CONT ®16" OC. TYP � 3'-0" to 04_ 11.HORIZONTAL STEEL SHALL HAVE THE FOLLOWING MINIMUM z 8" 01 z •� VERTICAL SPACING: 4 � to 6" THICK WALL 4®32' w w 8' THICK WALL 14032" V) it THICK WALL 14024' 8" b 16' THICK WALL ,14016' I /�/& 1'X1 1/2' 12 GAGE TUBULAR 12. FOOTINGS SHALL BE EMBEDDED A MINIMUM OF 18' INTO COMPETENT EARTH. P) /�•�O 36" OUTLET PIPE STEEL RAILING TOP AND BOTTOM 13. ALL FOOTING EXCAVATIONS SHALL BE OBSERVED BY THE GEOTECHNICAL ENGINEER 4®16' PRIOR To PLACEMENT OF FORMS OR REINFORCING STEEL 6' 6' THE GATE AND FENCE SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS: 14. SEE STEPPED FOOTING DETAIL THIS SHEET. A MATERIAL; SHALL BE BY BUILDERS FENCE COMPANY INC., OR APPROVED EQUAL B. RAIL SHALL BE 1-11t SQUARE STEEL 14 GAGE PICKET SHALL BE 3/4' SQUARE STEEL 16 GAGE INTERCEPTOR DITCH PROFILE ' NO SCALE C. POST SHALL BE SET IN 6' DA CONCRETE FOOTINGS WITH THE POST EMBEDDED 0. TYPICAL SECTION A-A NOTES: D. MATERIAL SHALL BE HOT-DIPPED GALVANIZED AND POLYURETHANE PAINTED NO SCALE E. STYLE SHALL BE 'REGAL' 5���rY 1. CONCRETE SHALL BE f'c=3,250, STEEL SHALL BE GRADE 60. P�1�m�T TzCGi'�/�7z 2. INCREASES TO 6'-0" AND 6'-6' RESPECTIVELY AT OUTLET. SEE PROFILE AT LEFT. F. OTHER SPECIFICATIONS SHALL CONFORM TO BFC SPECIFICATIONS-IRON. ELEVATION 3. END WALLS SHALL BE SAME AS SIDE WALLS. SWING GATE AND FENCE No SCALE BENCHMARK * HALF-GATE SHOWN. GATE IS SYMMETRICAL DESCRIPTION: CHISLED 'b' ON TOP OF CURB, FRONT OF FIRE INLET STR U CTU R E/INTERCEPTOR DITCH HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25 MILES NORTH OF FOOTHILL BLVD. NEXT TO P.P. IT2785B NO SCALE ELEVATION: 1224.85 TEMPORARY BENCH MARK: 1' IRON PIPE 200't NO. OF ( INTERSECTION /CAP PER LANDS ARCHITECT'S OF BASELINE ROAD AND ETIWANDA AVENUE, NORTH SECTION 6, T, 1S., R.6 W., S.B.B.&M. 4 CONT, TYP ELEVATION: 1299.56 TWO COURSES 6' MASONRY POST Wes N�Q L TRACT BOUNDARY S TOTAL PROJECTETS a DIST COUNTr ROUTE r-r' 1'-6" iv or 2'Min o yi'Chamfer yi'Chamfer I'-6"� = Y4'Chamfer r-6"" = y •Chamfer I.6.. CENTERED -{-- M H � 7_1 I � � � � i � � � TERED� 4®24 D -1 H 0 I ( H ENc � -F H + T tJTI I I I _ S- ( I I I _ S- ( S I I I Ju 1 y 1. 1992 _ a J.L.wrl4ht 16®16' I I - PLANS APPROVAL DATE W, (3390]94 CAP PER LANDSCAPE ARCHITECT'S PLAN E■s6 L----� all T_ or 2Mtn--1 8 ��.-^ L I 8•_I �, L FINISHED GROUND s LFRONT ELEVATION FRONT ELEVATION FRONT ELEVATIONNOTES #4 CONT, TYP SINGLE HEADWALL FRONT ELEVATION SINGLE HEADWALL DOUBLE HEADWALL Two COURSES - DOUBLE HEADWALL L No deduction made in quantities for thickness of pipe waN3. D H SINGLE DOUBLE 2. AN reinforcing steel 04 bars.AN vertical and •�' L Steel Conc L Steel Omit rounding for pipes Conc horizontal tie bars 18"maximum spacing, 6" MASONRY _ !B CY !8 CY less than 48"diameter 3. Length of WON "W"may be vested to suit TRACT BOUNDARY 3 8'- conditions encounted in the field.ond straight 14. TYP 15 7-N' 6'-0" - " IJ 9"- CMP SINGLE DOUBLE 9 line interpolation may be used to calculate CENTERED .W- 18" 1- -6" 75 1. ARCH Steel Cone L Steel Conc N� quantities. co �j I" 3'- 1'-6" N'- I(� SIZE H L I I� CONTINUOUS FOOTING LB CY LB Cif 7' r +. Ouantittes ore for design purposes only. I #4024' TOP OF RETAINING WALL PORTION (TRW) .. ._ .. 100 115 67 T/i�.� r/z 21"xIS.. .-II.. I .- .. I. /2• �- /i .. ._N.. _ .. 1. i - - .,xl .. ._2.. -6" 5 I I'- 7 1.45 °1 SEE PLAN e 4'- ,• KY-0" I. 1 126 a. ••x •- •- •• 1. 1 1 1.76 T3_ 4'- •• Y'- 1.7 16' 0" 1 35"X24" - 10#-6"• 1. 15'-6" 4'-S"1120-0" 105 L95 IT'-0" 145 r-0';) 4'-N" - „ 1 18•- i + "x " '-I" I I I. I '-0 14 .57 FINISHED GROUND ••x 41-5-1 14•- 12.26 I•- 1 .-13- SECTION. SINGLE +r• '- • 13'- " 1 19'-0•' 1w 1 SECTION. SINGLE & s7'•x38'• -I '- •' I I •- •• i + 5•-5•' 1 •' 1 20'-0'• 19 DOUBLE HEADWALLS ""x'q3::'" '- '" '- 175 3. I121'-V-' 4.42 DOUBLE HEADWALLS 12' -4T-- .. 9._0,. 1 2r-0" 2 1'•x47 - 1•- •• 1 " 255 .o ..� " '- ' 1 '- ' 1 23•-6•• STRAIGHT HEADWALLS ® 24' STRAIGHT .HEADWALLS DRi Vi9T�►yAL L SEpgRA�,Sv/G�/�/�,�5�`P�' }�E'�i/T/fLr'�/.��_� 00 For corner steel detail See v TYPICAL SECTION - MASONRY SCREEN WALL 3 Section A-A it rounding Y4"Chomfer (nfor pipes Y4"Chamfer A0 L/ 7 w � NO SCALE .2-'1 f 48" diameter '1 f` 5" r- 2 �i f`_- -.) � 16®i G' I r � H -L A A 11, D- -1-- I-L 1 u H I -�-- - -�--�-- , OMIT MORTAR IN ALL JOINTS -F- a Corner Steel 1 I ° ° OF FIRST COURSE ABOVE GRADE 8» _ .� 7%2"•� }. r/2. r/�'-I �, 7�/2. Detail I A S 8"�� r/2 FOR WEEPHOLES AND DRILL 1.5 DIA 0, �r/i' w "'111 WEEPHOLES AT 8' o.0 SECTION A-A 7�/t_ �--7/2• g = 29.0 �I 2'-0"�_ 1 1/2" EMBEDMENT I DESCRIPTION OF REVISION FRONT ELEVATION "L" HEADWALL SECTION "L" HEADWALL FRONT ELEVATION SECTION "L" 16016' CITY OF RANCHO CUCAMONGA LENGTH of w "L" HEADWALL HEADWALL FINISHED GROUND TOP OF FOOTING (TF) D H !, 3•-+• 4•-l0' 6•-4• 2 • SEE PLAN DETAILS AND LATERALS Steel Conc Steel Conc Steel Conc Steel Conc Steel Conc 4' LB I Cr !B I CY L8 CY L8 CY L8 CY LENGTH of w 2' TR. 16776 12" 2'-8" 2'-6'• 0 60 CMP 12" 18- 2,-w' 3'-0" SS 91 65 1. 11 3'-4" 4•-10•' 6'-4" 7•-10'• 9•-4•• STORM DRAIN IMPROVEMENT PLAN 18' 3-2" f-6- " _63- 1.04 75 1.2 ARCH H L� Steel one Steel one Steel Conc Steel Conc Steel Conc i" 3'-5" 3'- '' 75 1. 15 90 1.51 SIZE 2 LB CY LB CY LB CY LB CY LB CY SEAL 4" 3'-8" 4'-3" _85- 1.2 100 1.5 I IID 1.74 - 27" 3'-N" 4'-9" 1.44 105 1.67 1 I S 1.91 "x I 2#-Il" 3'- 60 I.00 6 I. 18 75 1.38 90 1.58 100 1.77 14 TYP 3 4'-2" 5'- '' 9S 1.55 1 10 I. 120 2.0 13 4''x 18'' 3'-2'' '- '' 60 1. 7 1.32 80 1.53 95 1.74 110 1.94 FOR SUBDRAIN SEE NOTE 9 D 4'-5" '-6" 105 1.71 1 1.97 135 .2 ISO .4 2 "x 0" '-4" 41-3" 7 1. 8 1. 90 1.68 100 1.90 i I 2 11 APPROVED BY DATE 36" 4'-8" 6'-0" 110 1.88 125 2. 15 14 .41 155 2.68 170 2.9535"x24" - 5'- " 100 1.51 110 1.74 120 1.9 140 2.20 15 .42 9" 4'-W' 61-3,7 150 2.28 170 2.56 185 2.84200 3. 12 42"'x '' 4'-1" 6'-3'* 115 1.82 130 2.06 140 12.31 155 2.55 170 2.83 24953 4 " 5'- " 6'-9" 15S .42 175 .76 190 3.0 210 49"x33'• '- '- " 13 . I 14S 2.37 155 2.64 170 2.90 185 3. 1 s Q�Of ESS�p CITY ENGINEER RCE N0. + " '-5" 1'-3" 18 . 7 2 .2 215 7 7''x '' '-I '' 8'-6'' 1 .5 16 175 3.07 190 3 35 205 3.61 48" 5'- " " 190 3. t 3 216 3.44 2 .7 4''x4 '' '' '-6" -1-83- 2. 9 3. 1 1 215 .48 235 3.77 50 4.06 STATE OF CALIFORNIA 3'-Cr s �H I F�,fj, , DESIGN JTT WELMAN RECOMMENDED 5'-1' 8'-0" 220 3.67 T35 3.9 71"x47•' '- " 10'-6" 200 3.25 21 S 235 6 50 4 17 270 4.48 DEPARTMENT OF TRANSPORTATION -ALL y c; 54" 6'-2" 8'-6" 23 3.91 2 0 PIPE HEADWALLS /�z�-1y ,� �,, No. 25742 m TI-EENGINEERS "L" HEADWALLS "L" HEADWALLS NO SCALE pRivATE N✓�LL s�p�x�r� $v/�1��NG ,� f'pf r���Tt��� ry* Exp. 12-31-07 *� DRAWN GT 221 S GLASSELL ST ORANGE. CA 92868 SHEET 6 CIRCULAR PIPE CULVERT HEADWALLS CORRUGATED METAL PIPE ARCH CULVERT HEADWALLS D8� TYPICAL SECTION - MASONRY RETAINING WALL 1 `�qlF Civ►L\�o���� (714) 744-9700 FAX (714) 744-9312 OF NO SCALE Qr CAL CHECKED h►'wl RCE N0. 25742 DRAWING NO. ATE 5-15-06 FILE NQ- 2082-D PROJECT SHEET NO. 13 OF 21