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HomeMy WebLinkAbout1836-D BENCHMARK NO. 148-B : STANDARD BRASS DISK IN THE NW +TJ•10CORNER OFA 4' BY 8 DROP-IN- . i 'FS. OVEk tL PIPE 172 .46 RIM e0x F DRAINAGECULVERT m CL H# AVEN 1 Q$3`r _ THE NERCORNER OF H HIGHLAND N w WAN A A ' : _ UE AND ETI D VENUE 66 1 0 M NORTH OF THE C/L OF HIGHLAND \ ' Z N (O 1� 1 i EC2LO ' AND 24 T F TH EAS 0 F J ETIWAN A ATI : , w D ELEVATION: 1432.612 , LINE A-1 & 43 v LI _ -- , : , n r r C n V CO i CO l � n n : : IQQ .- _ + N 0 rn cD m4 ES OVER IN CL PIPE A N N qT N Ioo J Q F 4. n —_ _ (o wV� _ �n Q z .� LO - - - : _ : 0 9 o v (o . _ , _ + 9� W FS OVEN : : I o O O U FS OVER 'CU P1FE t CL PIPE W fl \ 1 o 0 {o (O vi N N , , 01 ID , `� M } PROP. V o+ N r� 1 ; - _ �. _ - _. _ _ _- ._ Nom.- _ _ _ _- _ -. _ . __ 44 ti. + Q 3 \ S,0 03 M n ^ �`! I I 8 WATER N ,�tij C �. ac W SO + " 04 - a. m n O U Z lir _ _ S �I t a� a I � . ti ♦• > = _ �` �� \ ^ �(o Zvi W �- c\,, 4 730 _ ___ L�__ to I — mz � ��� - N I I M O - N N� n Cb .� ap t� N �. 1707.7 1PFV �� - v' O *C)4 +E PR OP. 8 SEW R o .s \ EI (o Q W r : a68 �� �` Q3S0 z �r�,}� m : ao \ O : +n O �. ` Z T ! 30 co n \ r - 1f)r \ Oy nj to N •\ I I N w 00 , N _ \ �T N N O n , � N 00 0100 x t - . 3 : � _ $ SEWER - - + - - - � - . - .46-25. LF. . M Z � , i" _ Z N n , : I � 18 RCP } N W \\� -. _ o ao 00 + + 11250 D _ _ Y u pp I , ID N 0 , r r II r i O o ►'� - _ _ O,w CfS - - : .. L 1 ��r-'F.S� c� �; INSTALL 6.66 LF ad L 7 INSTALL S LL 8.11 F L i + + om _ N : i 18 RCP i C 1 8 RCP " CD rn a, _ , IN TALL 226.14 LF` 30PCP N 1250-D , 1 , r_ 250 D +n i r+) _ da 1500-D f � : i _ _ , R ,A--2 AL A� - . - - usTALt= 208 24 L 3Q t ,AE AL "TER �Al`EIAL J4 3 , PROFILE , Q1� 24.4 c�fs , , -- IN LL 226.64 LF 30" RCP HORIZ 1"= 4d' L l E A � , 1500-D , VERT 1'= 4' , . 7+00 6+00 5+00 4+00 3+00 2+00 1 +00 PLAN 1-= 40 0+50 0+00 0+50 + + SCALE IN FEET S.D. LINE A-3 0 40 80 120 160 0 5' 5' 5' 5' x�0•,0,' �V 1� V J V V -•J m (O- U J J U J C ' G0 NOTES O w W U H li W H II S \ G lb- �p 'q- o P0 N � (D v V)3 00 0 In °�' G o J * THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL , + N '`� n N L + 24 25 ��' ' � .� � 'n to G �h / x ,�o'�c, EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION. U _j U _j V J V J o W �. F- L H � U J U J F- Li 17 Q �� �p o �GQ CAUTION FIBER OPTIC CABLE LINE GPS o M 00 rn n N co°'� X ti �O ** I Gj N (p o0 to o0 I, Or, � fO i P Ox �'`• � N �t (p to (6(6 + �, px xo'S�, 39 DUE TO THE NATURE OF THIS FIBER OPTIC CABLE LINE, � � It Uri 6 uj ` oO�C�` NO REPAIRES OR SPLICES WILL BE ALLOWED AS A RESULT S.D. LINEA , SGP \ OF ANY DAMAGE TO THE LINE. / 5 5 6 5 Fz] ` FULL REPLACEMENT OF THE ENTIRE FIBER OPTIC CABLE LINE o to '9� 0�' WILL BE REQUIRED SHOULD ANY DAMAGE OCCUR AT NO � / 00 EXPENSE TO THE C.C.W.D. + e�O' m �p_ A \ rox - to 0 40 — — J n �'QiL P CATCH BASIN NO,4 N 3 , W=28', V=5.73' _ CATCH BASIN N0.3 Op ? 2 \ ti a Q Z SCALE: 1"=10' x w - - W=10', V=6.75' o" tih' \ `' 41 m o 5g J ("'o ,� SCALE: 1"=10' �rO �x �, ' J 11� -i-jM MADRE PLACE � B 11 42 c) >04 oo � � I 3 LLJ + > \ 00 + Q I� tD FV Li H L� I i V 4 V _j J _N PROP. 8" SEWER Erni II ++''� 3 ~ U` w co of Q C + 300 � �� +� rn allo UV) °�° LO 0r? � LnLO II .t o0 o0 o6 o6 oo I� o0 ^ + I H- r N N op Op op 00 w X O I N N N N 6' N N N N r- CURVE TABLE o J CURVE RADIUS DELTA LENGTH TANGENT A N45'15'55"W 131 .31 _ 25 _ _ p PROP. 8" SEWER B 290.00' 14'42'41 " 74.46 37.44' 24 D 1+ E 2g F g ROP 8" WATER 5' 6 S.D. LINE A-1 4' C N59'58'36"E 20.37' D 290,00 29'25'34" 148.94 76.15' , S.D. LINE A E N89'24'10"W 78.61 F * 45.00' 89'19'30" 70.16 44.47' PROP. 8" WATER a_ 2+ 34 c CATCH BASIN NO. 1 G N00'04'40"W 129.95 N (D W=14', V=6.50' DESCRIPTION Of REVISION DATE APPROVED H * 22.50' 44'19'30" 17,41 9.16' 21 rn m o N ` t SCALE: 1"=io' U O + 00 I r i N V _j 0 _j 0 _j 0 _j / V L� V J 04 I N44'24'10"W 6.98 cO I �- w� CITY 0 RANCHO CUCAMONGA N J II 0 Z �. 4 i i * PROVIDE BEVELED PIPE 20 1 g PO N m L04T IA +o °n' ° ° 00 '� + Z 3 �N N 00 00 " " N 00 N N " " °°4 TRACT NO. 13527 it t J ! N N� � + V O STORM DRAIN CONSTRUCTION NOTES: T E J A S COURT ", ; 18 ;I STORM DRAIN PLAN 23 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. NO. 107-A 600 ( ' TEJAS COURT Z W �4 INSTALL 30" RCP ("D" LOAD PER PROFILE) `' Q 4 6 6 4' W Underground Service Alert G � ' N APPROVED BY: DATE: > g 25 INSTALL 18" RCP ("D" LOAD PER PROFILE) k� Ex. 72" RCP PER o CALL 26 CONSTRUCT JUNCTION STRUCTURE PER CITY STD. PLAN NO. 331 o I 1 I I DWG. N0. 1435-D N ES ,,_ CITY ENGINEER / ��,�,t,,,, ��Z L� RCE: 49 3 jr SHT. 9 OF 11 + II P `qC TOLL FREE 27 CONSTRUCT MANHOLE PER CITY STD. PLAN NO. 318 + 4. BC m �� s � DESIGN MADOLE 8c ASSOCIATES, INC. RE ED 1-800 0 ' i -— --—----` V Q N 1 RAM/MJG CONSULTING CML ENGINEERS 422-4133 28 CONNECT TO EXISTING 72" RCP H I ` - - - - - -* I v 3 0 62 83 AND LAND PLANNERS "�" Exp: 9-30-05 DRAWN 10601 CHURCH STREET, SUITE 107 SHEET F" T1/0 WORKING DAYS BEFORE YOU DIG 1+ - 0 MJG CC RANCHO CUCAMONGA, CA 9,730 5 6 W / (909) 940-1311 OF W 28 END 24 RCP* �1+ .00 CL LINE A= qr V 1� CATCH BASIN NO.2 F�CAt1FO CHECKED RCE No 62183 DRAWING N0. Iz LL _.117+19.77 WILSON - _ _ _ _AVE----- W SCAL V=6.00' / DATE -7 �40'6pFILE No EX. SEWER SCALE: 1"=10' RAM MJG 'z- 1836 _D (n PROJECT SHEET NO. —5- _OF____ BENCHMARK NO. 148-B STANDARD BRASS DISK IN THE NW : ., . , - , ... . .. . - , . -.. -♦ _i. - . „-_.. - -_1 _. _ _. .. . _. . _.. .. . _. .. _.-. _ --. . _. .-. . . _.. -___ .._ . _- __ _.. ... _ - - . . - -"-—._ _ . - . — . __ _♦ `-. ..._. .. -♦ __ __. - . _ .. , _. . _ - . __ .. . _ ._.. _ ._ _ _. a _. . : > . : : 1 CORNER OFA 4' BY 8' DROP-IN- : : BOX FOR DRAINAGE CULVERT AT GHLAND ^ - a • - + . - . . - . - _ - _ , _ , _ . __ - - . ^ .- - _ __ j _ - - -- _. _ _ - _ - _ _. _ - + . . I v . , ; UE ANDNE NETIWANDAER OF I AVENUE 66' J , THE AVEN N _.... .-__ _-.-._.- _ 1..._. . -.__ -.... __ - .-.._ - .-._ _.. -_.. _.-._ ..__. .. __. .._. -- _.... __.-. -._ _.._ .._.. .__ _. ---_ - ___ __« -_ -. -_._... _ -. _ _.... ..... ...... .. .... _. _.__ ._._. _._.._ _.. - __.. ._..... .... .- __ ..._. _ _.. ...__«_.. .. ... _. _ - "-__ __.. __ _. _... ..... .- . --.._ --_ .. ..- _ - --- " . . .- - .--- -_-.. - .__ _. - ♦ + + . +- ,_ -1 ♦ , . ,- ♦ ! i « -_ - : ! `. :- "+_ a _, ♦. .,-- . ... -+ __, .a-. ,- ...}._ - - 1 - . a + _ - i - . ._1-. , -_ __, .-.{ - - .« • - --1..- -- _- --+.___+ .1 _—- -. -__.< ..._+._ _ _._ . -. _._._, O p . NORTH OF THE C/L OF HIGHLAND \ . O : : : U N Fz� :SII L`L - : . : : : I (V ' AND 24' EAST F TH F _. � � ,- 0 EC LO IWANDA ATI N• 14 ET ELEV 0 32 612 . 0 , . — , v - - __ - ti _ - - _ __ _ _ a __, - - _._, _ - - - _ : ; . . , . 1 - . . 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L PROFILE - _ - ___ __-- -_ _ - - - _ _ _ __ ___ __ _ __-_ _-- __ _ _ _ __ -- -- _. _- -- - - _ __. ____ _ __ __ . _ . __ __ _ . _ . :__ _« _ _- _- - _ -- -- .-- _-_ - - ___ - . + ! « . _ . i } « HORIZ 1 W Y I . : ; I I I I : , , : , r , , 1 : 1 - : : VERT 1 w= 4, 1 +00 0+00 PLAN 1.= 40' SCALE IN FEET 0 40 80 120 160 * THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION. I 1 J oIt I I I I I 22.56 TC II 7 8 9 10 I 21 .89 FL I f 0 I I I I 22.52 TC 11 21 .85 FL I I EJAS COU / U I I I I w 22.50 TC V) I I I Q 21 .50 FL 22.05EG I CL CB 5 I I W=11 ', V=6.0' CB 1 W P:�� \ 22.50TC/21 .50F STORM DRAIN CONSTRUCTION NOTES: [Zd W=11', V=6.0 1 UI \ 22.53 TC _ PROP. 8" SEWER 22.50 TC I <1 21 .53 FL 25 INSTALL 18" RCP ("D" LOAD PER PROFILE) `D PROP. 8" WATER I --1 I 22.59 TC 22.12EG 26 CONSTRUCT JUNCTION STRUCTURE PER CITY STD. PLAN NO. 331 .�1 21 .92 FL N 5i 9 �2' SD EMENT 22.66 TC 0 G I ER FI L MAP 21 .99 FL I I 1 1 Ii 1+01.81 11 I 'w I j EX. 24" RCP CATCH BASIN z BEGIN 18" RCP w=11 ', V�s.00' DESCRIPTION of REVISION DAM 25 I Q SCALE: 1 =10 a- 13 I , > I CITY of RANCHO CUCAMONGA Z 12 11 1 '� w 111 I wI TRACT W 0+4.58 1 1 U, C N0. 13527 > BEGIN 18" RCP I I O 0+0.00 LINE B= I EX. 24" LAT• STORM DRAIN PLAN 0- @ 0+47.61 EX. 24" LAT**J TEJAS COURT � PER DWG. 1435-D / I ; I SHEET 6 OF 1s / ** NOTE: Underground Service Alert _ —_——_ —————————r———r——— / I CONTRACTOR TO VERIFY THE INTEGRITY OF THE EX. PLUG; bi —--— REPLACE IF REQUIRED. APPROVED BY: DATE: �'�-- w / I CALL — - - - - - - - - - - - - - - - - - - - - - - _- - -_- - - � CITY ENGINEER -(,f RCE: 4953 � - s F_ - - TOLL FREE _�� - �`- �� s�Fi, DESIGN RE DED V) 1-800 �: o F MADOLE 8c ASSOCIATES, INC. No. 62183 � I MJG CONSULTING CIVIL ENGINEERS (n AND LAND PLANNERS 422-4133 - _ _ _ _ t� - _ � EX. 72" RCP Exp: 9-30-05 DRAWN 1oeo, CHURCH STREET, SUITE 107 SHEET to „ _„„___•,^__- ,_�_ _�� _ � * RANCHO CUCAMONGA, CA 91 730 TWO WORKING DAYS BEFORE YOU DIG — _n___ s�qT C/V\� ��`P MJG 6 OF 6 M 9o9 948-1311 F�CAL�FO CHECKED (144� RCE No 62183 ` DRAWING NO. MJG DATE 7•/ 'oz FILE No 1836-D � G PROJECT SHEET NO. (O OF BENCHMARK NO. 148-B STANDARD BRASS DISK IN THE NW CORNER OF A 4' BY 8' DROP—IN— PROJECT BOX FOR DRAINAGE CULVERT AT THE NE CORNER OF HIGHLAND GENERAL NOTES: AVENUE AND ETIWANDA AVENUE 66' NORTH OF THE C/L OF HIGHLAND 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLANS, THE CITYDEBRIS / DETENTION BASIN IMPROVEMENT PLAN AND 24' EAST OF THE C/L OF OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATIONS CERVANTES PLACE ETIWANDA ELEVATION: 1432.612 FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR WILSON AVENUE SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS AND APPLICABLE SUPPLEMENTS. N w 1\I 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER z ILL POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT TRACT 13527 a Z SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR INU. ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE a REMOVED, RELOCATED, OR PROTECTED IN PLACE AS REQUIRED AT NO BANYAN ST. COST TO THE CITY OF RANCHO CUCAMONGA. V) o WILSON AVENUE3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE 3. P� Uj HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY 3 DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY m PROPOSED FREEWAY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. HIGHLAND AVENUE 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT—OF—WAY. 0 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. Z EXIST. VICINITY MAP PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT 50' N.T.S. POINTS WITHIN 0.01 FOOT OF SUB—GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED EXISTING R/W BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. IMPROVEMENTS PER DWG. 1836 6. ALL SEWER , WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. ' 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, LOT B 13'-19' 38'-39' COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH , 1 -7 12 28 -32 • THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER CONSTRUCTION NOTES. QUANTITIES FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR 5 ' SURFACING. / OTO 12'-14 f/ 280 18' 8'-12' 4' MEDIAN 1 CONSTRUCT MAINTENANCE ROAD WITH 3" AC OVER 4" AB ''- ''� S.F. O 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED (1724.2 ®SPILL WAY) 1' 12 1 ' » INSTALL 54 PERFORATED CSP PER AI HEREON 2 E DETAIL1 EA TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED --j [_ PROPOSED IMPS. O I �� I TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT 2% PER DWG. 1803 » 1724.1 WS 6 6 2 CONSTRUCT 3 BRUSHED CONCRETE ALONG SPILLWAY SLOPE 3,540 S.F. PAVING. y O (1712.0) © 11 I I 2% Z Oy, 40 CONSTRUCT SCREEN WALL PER CITY STD. 606 l 155 L.F. 9. PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL ' I II _ - —� - BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINA- 1 O INSTALL TUBULAR STEEL FENCE PER CITY STD. 608 L.F.© TIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND 3:1 OSPILL WAY EQUIVALENT OF AGGREGATE BASE. © PROVIDE TUBULAR STEEL GATE PER DETAIL ON SHT. 2 AND STD. 608 � LF 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT 2 7 coNSTRuG o T G 1 NlN HG R P r _ 0 Q N t'ar G wac.� .�c rY ��, X04 TYPE B 290 LF. TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR TCONSTRUCTION i SE O S 0 0 UTU 'f T _ C F f�E MV.ATF- P,ERIME'TER Wc�[.L. � OF THE STRUCTURAL SECTIONS. SECTION A A N S ABBREVIATIONS & LEGEND \ 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS N.T.S. OF A ROCKY MATERIAL, THE SUB—GRADE SHALL BE PREPARED BY REMOVING A.B. AGGREGATE BASE ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR A.C. ASPHALTIC CONCRETE DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A B.C. BEGIN CURVE N QUALITY BETTER THAN THE NATIVE MATERIAL. C.B. CATCH BASIN 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS C.L. CENTERLINE O E.C. END CURVE \ STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. E.D.F. EXTRA DEPTH FOOTING SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. E.P. EDGE OF PAVEMENT 0 _ EX. EXISTING 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE54" CSP F.F. FINISH FLOOR 46 CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN j F.G. FINISH GRADE DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A w w N EX. 8-3/4 X 12 ANCHOR F.L. FLOW LINE SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE BOLTS TO BE USED TO TIE ' F.S. FINISH SURFACE N I CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. DOWN BASE SUPPORT PLATE G.B. GRADE BREAK \ H.P. HIGH POINT 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401—A INV. INVERT AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION. j / " I LF LINEAR FEET PROPOSED 54 CSP O 1 i I M.P.S.D. MASTER PLAN STORM DRAIN 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM 1 d j i I I P.C.C. PORTLAND CEMENT CONCRETE 6i RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED Q i RE-INSTALL OVER THE PROP. P.R.C. POINT OF REVERSE CURVATURE DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS �/ X j " X 4 P 5 CSP PROP. PROPOSED SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. :r _ � � ; ; , � P.V.C. POLYVINYL CHLORIDE m 16. WORK SITES AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD + ` (R) RIDGE LINE v=i FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANEDR.C.P. REINFORCED CONCRETE PIPE UPON REQUEST OF THE INSPECTOR. CSP W G 0 W RIGHT F AY yp i R SF SQUARE FEET 17. NATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR r } I r 1 4" MIN. STEEL PLATE TO FILL PLACEMENT. p 1 j / T.C. TOP OF CURB ' ' ; i 1 y��.s INV / 1 2" BOLT & NUT EVERY 1'-9" O.C. T.F. TOP OF FOOTING -- _._..___ ___ ___. _._.___ - 18. CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS T.G. TOP OF GRATE j PRIOR TO EXCAVATION. PHONE NO. 1-800-422-4133 } O O O O O CONTINUOUS WELD 1 O O o 0 o _ TR. TRACT PROVIDED FOR YOUR CONVINIENCE ARE THE FOLLOWING. j O O O O O 1/2" STEEL PLATE T.W. TOP OF WALL o o O O O W WIDTH A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 EXISTING INLET STRUCTURE WS WATER SURFACE MR. JAMES FRET O O O O O " FOR BASE LINE ROAD CONSTRUCTION NTS O O O O O 1/2 DIA. HOLES 2 V VERTICAL DEPTH o O o o V.C. VERTICAL CURVE B. GENERAL TELEPHONE COMPANY (800) 483-3000 O O O O OBASE SUPPORT PLATE DETAIL (590.77) INDICATES EXISTING ELEVATION FOR UNDERGROUND SERVICE ' ! O o 0 o O 1 590.77 INDICATES PROPOSED ELEVATION 00 IO o 0 o O I INDICATES EXISTING CONTOUR C. SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 + p' ': ' ' ip ID ' ' 610 INDICATES PROPOSED CONTOUR 1981 W. LUGONIA AVENUE k O _0 D ID a INDICATES RETAINING WALL REDLANDS, CA. 92373 !y 0 AD ID 0 ms-EX. SILTATION COLLAR DAYLIGHT / CUT-FILL LINE D. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 EXISTING SURVEY MONUMENTATION ^� 0 "7O -0 D ,-Q INDICATES SLOPE > 4 : 1 9641 SAN BERNARDINO ROAD O D ID 0 -0 RANCHO CUCAMONGA, CA. 91730 o _0 _0 0 :a SLIDE CSP OVER INDICATES TUBULAR STEEL FENCE I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTATIONS OF RECORD STEEL PLATE INDICATES SCREEN WALL E. METROPOLITAN WATER DISTRICT (909) 593-7474 O 0 ID D ' fl 700 N. MORENO AVENUE THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY , , SEE BASE PLATE DETAIL F_ LA VERVE, CA. 91730 EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: + i W F. SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 Uj 7951 REDWOOD AVENUE I I ' �- > FONTANA, CA. 92336 THERE ARE NO SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS PROJECT. F " - - EX. 8-3/4" X 12" ANCHOR 0 G. PACIFIC TELEPHONE COMPANY (714) 999-5639 BOLTS TO BE USED TO TIE _ -_ _ DOWN PLATES 19. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT DATED: NoY 26+�G02 ..�he___ 2Pl1lCE �►NEET -- '-- SHALL NOT BE PLACED UNTIL ALL UTILITIES & UTILITY LATERALS WITHIN WILLIAM ROARO JASSO P.L.S. 4756 DESCRIPTION o f REVISION DATE APPROVED THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS r A' Z INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE � Cily of RANCHO CUCAMONGA SATISFACTION OF THE CITY ENGINEER. ' �" PRIVATE ENGINEERm'S NOTICE TO CONTRACTORS � � 20. ON THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT TO THE CURB, PLAN FOR Z SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; THE INSTALLATION OF STREET LIGHTS, STREET SIGNS, AND FIRE HYDRANTS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHALL BE LOCATED BEHIND THE SIDEWALK. O r`/ � � _ TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT DEBRIS/DETENTION F- THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE Z PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE I, EX. 72" RCP L,J DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON BASIN IMPROVEMENTS F- W SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT - -- SHOWN ON THESE DRAWINGS. _ _ _ _ TRACT NO. 13527 Underground Service Alert THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- - (n IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION ® APPROVED BY: DATE: CALL OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT - CITY ENGINEER (�(t RCE: 24953 m THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; PHS Q� W TOLL FREE AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, . \ DESIGN R DED 0 ���� MJG MADOLE 8c ASSOCIATES, INC. CON 1-800 IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING SECTION X—X CONSULTING CIVIL ENGINEERS 422-4133 FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE No. 62183 N AND LAND PLANNERS t\ NTS Exp: 9-30-05 DRAWN 10501 CHURCH STREET. SUITE 107 SHEET N ENGINEER. �+ RANCHO CUCAMONGA. CA 91730 (909) 948-1311 L0 TWO WORKING DAYS BEFORE YOU DIG CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT qT O1 V MJG � OF 2 M ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. F�CAt�FO CHECKED RCE No 62183 DRAWING 70. r- MJG DATE //'�`1- FILE No 1836-D PROJECT SHEET NO.11 OF_U__ J:1685-1422\gradinglBasin\Basin0l.dwg, 11/26/2002 01:05:10 PR BENCHMARK NO. 148-B STANDARD BRASS DISK IN THE NW O / /j/ \�\ \ \ / CORNER OF A 4' BY 8' DROP-IN- BOX FOR DRAINAGE CULVERT AT FUTURE PRIVATE WIF FENCE j!/ \ \\\ \�� THE NE CORNER OF HIGHLAND AVENUE AND ETIWANDA AVENUE 66' NOTA PART OF THESE II i /j \\ NORTH OF THE C/L OF HIGHLAND IMPROVEMENTS = 5 / \\ AND 24' EAST OF THE C/L OF ETIWANDA ELEVATION: 1432.612 22"X22"X4" CAP � / \\ FUTURE CORE DRILL w \ _ ` + FOR SLEEVE Q U f 49.0 \�\ 2'BENCH R/ N 8' /^ An 22 . N H FUTURE PRIVATE 3 BE C DECORATIVE ROCK (MATCH EXISTING „ o q 78' 12' 3' 3 TO 9' " COLOR AND TYPE) x 6 I 5 a a � _ 5 1.5 4 i t0 J r SOP JOIN EX. S a 1 5 2 •1 4• 2• , .. 0 0 • GROUND � 1 .5 -III_ o t ' t 5 1724.1 WS _ IMPS. PER I a ' �• SHT. 2 0I " " " � uj DWG. 1836 16 X16 X6 COLUMN M 00 BLOCK (SOLID N ` Z _ - 5 o GROUT w r �� �Q' '' SECTION "V-V EMBEDDING DETAIL °h� 1 ,`J N.T.S. m a o NTS 5r P Q " �- 3"CLEAR Q- t0 ` p9 z 6 #5 EACH CORNER� N i `� \\ I ) f _ �_ ; \ 40.90 / o �; ` z of T LOT B 13'-19' cel p RUN LONGITUDIN L STEEL FROM DAYLIGHT �' c0 ADJACENT RETAINING WALL FOOTING JOIN EX. \ ` `t 3'-8' 12' Z THROUGH PILAS R FOOTING �� - 5'-4" ✓ GROUND 5 4 42.20 �� O 5 TC 12' 1 , in PILASTER DETAIL J OR FUTURE PRIVATE ', 0 1724.1 WS 23.OFG 6' 6' (1712.0) f w PERIMETER WALL NTS \ \ 3:1 SLOPE 2� DRAINAGE PIPE IN FILTER SOCK W/GRAVEL. TAKE PIPE OUT TO CURB FACE ti SECTION B-B 72 .1 WS \ N.T.S. o �NP� N _ o 12' 12' _ NOTE: � GATE NEEDS TO SWING o OPEN FROM BOTH SIDES N TUBULAR STEEL GATE DETAIL F- 1 5 NTS EXISTING DAYLIGHT-. i DEBRIS/DETENTION BASIN JOIN ND GROUND m CONSTRUCTION NOTES: V) - - EX. 78" RISE 30. FS t;30) � / / 20 54" CSP _ j � GB � O CONSTRUCT MAINTENANCE ROAD WITH 3" AC OVER 4" AB f f� INSTALL 54" PERFORATED CSP PER DETAIL ON SHT 1 / " DAYLIGHT r / 5 JOIN EX. B 12.OFG ' / / O3 CONSTRUCT 3 BRUSHED CONCRETE ALONG SPILLWAY SLOPE GROUND � EX. 72 RCP A //� 04 CONSTRUCT SCREEN WALL PER CITY STD. 606 1 INSTALL 6' TUBULAR STEEL FENCE PER CITY STD. 608 C) �./ El © PROVIDE TUBULAR STEEL GATE PER DETAIL HEREON AND STD. 608 9.3q , ' ' ! / Ppl- (FUTURE 1 WSCONSTRUCT 6' HIGH RETAINING WALL PER CITY STD. 604 TYPE B `Lo PRIVATE PERIMETER WALL) - 23.5FG M. - - - - - - - - - - - - - GB -- - M�o 4 21 5 R/W & TR BDRY 2 .1 OTRW 24.6TRW 24.6TRW 24.1 TRW 24.1 TRW 23.50TRW 23.50TRW 0 1 / 25.1TRW SPILLWAY ELEV o � / SCALE IN FEET 19.1OTF 18.6TF 18.06TF - 18.1TF - 17.00 TF 7 16.96TF 18.55TF 17.56TF 0.0 FG 2-2.6 FG 22.6 FG 22.1 FG 21 .7 FG 18.00 FG 1 24.2 _ - o / / 0 30 60 90 120 ` �p .p 23.0 FG _ - 22.3 FG - - - cJ 5 Zv c 24 --- -- - .- - '�-_ -- - -- - / 2 9.2 FG - ----- T 20.0 F0 - - - 19.1 FG +- N - - 18.6 FG --- --- - ------ - - -- - � 19.6 FG cfl _ _ - - � 6 18.0 FG 1I.9F� 8• �- '��24.5FG - c� ao 'CO. '. = -. ;E _ Y,. _ �:50� ;G 0-1 c© G SPILLWAY 210'± .89% A C4 �.� �(. cL .,� - �,� �h .�� �' 5 .,h __ _ - - - DESCRIPTION of REVISION DATE APPROVED z 24+00 ,� CN 25+00 �.. - - - _ CITY of RANCHO CUCAMONGA - - + - -T N s, �- - - - - --- - - m - - __ CONST. ;` 1oo'v.c. _ -------- -------- CL. - PLAN FOR .28+82.50 WILSON AVE. CL INT. - PER D O - TUBULAR STEEL GATES _ - _ DETAIL AT RIGHT DEBRIS/DETENTION -- =13+74.00 OAKLAWN PLACE WILSON . AVENUE BASIN IMPROVEMENTS W y i _ t - --- - TRACT N0. 13527 APPROVED BY: X,i !/ � CITY ENGINEER (�(�r RCE: 24953 m � 1 DESIGN MJG MADOLE 8c ASSOCIATES, INC. REC DED b A k LA N PLACE CONSULTING CIVIL ENGINEERS No. 62183 �0�m N x AND LAND PLANNERS N Exp: 9-30-05 DRAWN 10601 CHURCH STREET, SUITE 107 SHEET LI0 RANCHO CUCAMONGA. CA 91730 (909) 948-1311 M ww �TgrF C I V\\- o���� MJG 2 OF-L �CAlL CHECKED RCE No 62183 DRAWING NO. MJG DATE def �3 FILE No 1836-D PROJECT SHEET NO. -12 -OF--12 J:\685-1422\grading\Basin\Basin02Delta 1.dwg, 08/25/2003 02:33:00 PM, MG \ / BENCHMARK NO. 148-B STANDARD BRASS DISK IN THE NW CORNER OF A 4' BY 8' DROP-IN- BOX FOR DRAINAGE CULVERT AT \p\ \\ THE NE CORNER OF HIGHLAND / \\ AVENUE AND ETIWANDA AVENUE 66' NORTH OF THE C/L OF HIGHLAND AND 24' EAST OF THE C/L OF \ / ETIWANDA ELEVATION: 1432.612 c�'ti�° 22 / 2'BENCH R/w 3'BENCH 0 F \ 78' 12' 3' 3 TO 9' \ 6w 1.5' S 4' �. JOIN EX. ra 1 SLO 4 5' 2% w O/ GROUND o �'S ZO _ IMPS. PER U , 5 AA - 1724.1 WS SHT. 2 836 10, 1k A, SECTION N—V 5 � ` / // N.T.S. \ 40.90 DAYLIGHT \ T GROUND 'L' \ 40.T0 'S� 4 42.2d' / TC \ TC // / � \ 12' 12' NOTE: 0/_ GATE NEEDS TO SWING OPEN FROM BOTH SIDES 72 1 Ws TUBULAR STEEL GATE DETAIL N +1TYP� \ NTS \_ - \ N O / No rn 5 CONSTRUCTION NOTES: O CONSTRUCT MAINTENANCE ROAD WITH 3" AC OVER 4" AB DAYLIGHT 4 EXISTING DAYLIGHT 2O INSTALL 54" PERFORATED CSP PER DETAIL ON SHT 1 JOIN EX. ^ / DEBRIS/DETENTION BASIN JOIN X. DAYLIGHT O3 CONSTRUCT 3" BRUSHED CONCRETE ALONG SPILLWAY SLOPE GROUND GRO D JOIN EX. 0° GROUND 40 CONSTRUCT SCREEN WALL PER CITY STD. 606 N EX. 78" RISE 30. FS ��� J1 ) O INSTALL TUBULAR STEEL FENCE PER CITY STD. 608 1�9 ` O54" CSP GB I 3 !'I 5 � 1 / © PROVIDE TUBULAR STEEL GATE PER DETAIL HEREON AND STD.608 5 2 Q 12.OFG / ! FS , EX. 72" RCP J!/I F�' F .1 WS ��&72�4 4� ) 23.5FG ! R W do TR• BDRY. G 5 \ - SPILLWAY ELEV o s ///J SCALE IN FEET MAINT. (O O N _ ° + 242 0 30 60 90 1 0 �0�0� o o/ ACCESS �' N 1 - - - - - - - - N - - - - - -- - - - - 1 - N i d� ROAD — - ---- - _ - 29.2 FG . ._... . -=.20.0 G _ - 19.2 FG - 1 7.9FG 1 .6 . 18. FG 8. � / Co . - FG .5FG OD- _ TUBULAR STEEL GATES .�G PER DETAIL AT RIGHT -: 0.5076 5 -- __ o .21 Q't_._. 89°0 _ �, vo , E NEW.SHEET 2 ZG d� 5 DESCRIPTION of REVISION - DATE APPROVED Z 24+00 25+00 EX. CL �1 �, 1 �1 �. _ . 29-p 00 e in - ---- -+ + -+ - - + - � � - � T _ _ - - --- - - CITY of RANCHO C U CAM 0 N GA CL. CONST. 100 V.C. PLAN FOR o 28+82.50 WILSON AVE. CL INT. Q � =13+74.00 OAKLAWN PLACE iyLi DEBRIS/DETENTION z WILSON' r. AVENUE BASIN IMPROVEMENTS W ' TRACT NO. 13527 _ - 1 APPROVED BY: DATE:!' ! �.' CITY ENGINEER `�Q ,d CI?.0 RCE: 24953 m ;; woM w 5� DESIGN RE DED MADOLE 8c ASSOCIATES. INC. �Q OAKLA N P ' ACE (/ MJG CONSULTING CML ENGINEERS No. 62183 N rn AND LAND PLANNERS Exp: 9-30-05 DRAWN 10601 CHURCH STREET. SUITE 107 N RANCHO CUCAMONGA. CA 91730 SHEET IC) (909) 946-1311 2 OF e� M MJG G �CAL.�FO CHECKED RCE No 62183 DRAWING N0. MJG DATE r/' ��'�L FILE No 1836—D PROJECT SHEET NO. L 2 _OF____ J:\685-1422\grading\Basin\Basin02.dwg, 11/26/2002 01:04:45 PN