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HomeMy WebLinkAbout2536-DCITY OF RANCHO CUCAMONGA TORM R IN IMPROVEMENT PL N STH STREET PARKWAY TO 8TH STREET L Qj NOTE: QUANTITIES ARE FOR CITY USE ONLY. CONTRACTOR SHALL DETERMINE SEPARATE QUANTITIES FOR BIDDING PURPOSES. RANCHO CUCAMONGA ABBREVIATION LEGEND STORM DRAIN CONSTRUCTION NOTES OUANTMES GENERAL NOTES P -PROPERTY LINE O CONNECT NEW PIPE TO EXISTING CATCH BASIN PER CITY STD. PLAN 328, 1 EA. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLAN, THE CITY OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATIONS FOR R/W -RIGHT LI WAY �FH EXIST. FIRE HYDRANT CASE 1. PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS MONTE VISTA ST. ❑NTE VISTA ST, -CENTERLINE ¢ FAIRMONT T.C. -TOP OF CURB ❑ EXIST. WATER METER O2 CONSTRUCT TRANSITION STRUCTURE N0. 3 PER CITY STD. PLAN N0. 336. 1 EA. AND SPECIFICATIONS INCLUDING IT'S ANNUAL SUPPLEMENTS AND AMENDMENTS. `� ti N q F.L. -FLOW LINE wM 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN UPLAND boy W BAS LINE ROAD F.S. -FINISH SURFACE 0wV EXIST. WATER VALVE O3 CONSTRUCT STORM DRAIN MANHOLE NO. 1 PER CITY STD PLAN NO. 318. 4 EA. ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, ¢ BASELINE AVE R.C.P. -REINFORCED CONC. PIPE RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. � S V= -SLOPE 0 As v. EXIST. GAS VALVE O4 CONSTRUCT CONCRETE BULKHEAD PER DETAIL ON SHEET 3. 3 EA. ¢ PKWY 3 TOYEXIONTRACTOR STNG FACILITESFORMING RESULTING RK ON DIRECTLY THISPROJECT NDIRECTLYALL FROM HILIARIZE S OPERATMONS�WHETHERWITH EORTNONDSHALL BE SUCH FACILITIESELY ARE SHOWNSONETH�SEANY PLANSMAGE a a PJlS�P z w N F.G. -FINISH GRADE - - GUY WIRE/DEADMAN O5 CONSTRUCT 24" R.C.P. D-LOAD PER PROFILE, WITH WATER TIGHT JOINTS, 945 L.F. Q ¢ ¢ �� W J S.D. -STORM DRAIN BEDDING PER CITY STD. PLAN NO. 341, TYPE 1. S CHURCH ST. _ ¢ ¢ _ 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING SERVICES DEPARTMENT PRIOR TO ANY ENCROACHMENT OR ZD% T.R. -TOP OF RAIL PPN EXIST. POWER POLE"CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. ST.LT. -STREET LIGHT CONSTRUCT 18 R.C.P. D-LOAD PER PROFILE, WITH WATER TIGHT JOINTS, 12 L.F. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS HILL SAN BERNARDI ❑ b z ti G.B. -GRADE BREAK BEDDING PER CITY STD. PLAN NO. 341 TYPE 1. WITHIN 0.01 FOOT OF SUB -GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY THE CITY ��° s - FOOTHILL BLVD. Z� a H.P. -HIGH POINT - -• EXIST. TRAFFIC SIGNAL r °° C.F. -CURB FACE 0 CONSTRUCT CONCRETE COLLAR FOR RCP PER CITY STD PLAN N0. 329. 1 EA. ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. , �6v6 > � �N �6 6� B.W. -BACK OF WALK 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. W W aHON y ® •aO A.B. -AGGREGATE BASE �--� EXIST. CROSSWALK SIGNAL O8 INSTALL ONE 4" ALUMINUM STORM DRAIN PLACARD, PAINTED BLUE WITH 1 EA. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION TRENCH BACKFILL COMPACTING ORIGINAL GROUND AND ALL SUB -GRADES SHALL BE PERFORMED AT ' `""`"""" _ " ` W P.V.C.-POLYVINYLCHLORIDE __ ¢ 4 ¢ ` = CENTER OR ARROW ROUTE a C.I.P. -CAST IRON PIPE SLB A 1/4 SQUARE MOUNTING HOLE (NO DUMPING DRAINS TO WATERWAY) NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR 0 �� _ ❑ STREET LIGHTING BOX APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. x Z C.B. -CATCH HYDRANT CENTER FISH ITOFWCATCAVE HPBASIINEBEfWEEND BY GSCORING LINE INEERING SERVICES CURB LINE. ON 8. AT COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO 9th ST. ¢ =E== ❑� JERSEY BLVD. Y P.P. -POWER POLE • EXIST. STREET LIGHT VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. A F. � R= -RATE OF GRADE SDMH STORM DRAIN "PLACARD MUST BE INSTALLED WITH "NO DUMPING DRAINS 9. PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TEST OR DETERMINATIONS w Bth STR ET B.C.R. -BEGINNING OF CURVE EXIST. STORMDRAIN MANHOLE TO WATERWAY READING TOWARD THE STREET. MUST INSTALL PLACARD COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. ���� 8th STREET A o E.C.R. -END OF CURVE sMH WITH A 1/4"x1" HAMMER SET RIVET (PROVIDED BY ENGINEERING z 7th STREET L.P. -LOW POINT EXIST. SEWER MANHOLE SERVICES DEPARTMENT) AND MASONRY ADHESIVE. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR TO CONSTRUCTION _ T.O.P. -TOP OF PIPE VLT. OF THE STRUCTURAL SECTIONS. 6th ¢ STREET N B.O.P. -BOTTOM OF PIPE EXIST. VAULT O9 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN N0. 307, CASE "B". 1 EA. 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL THE SUB -GRADE SHALL BE PREPARED BY REMOVING �� W C.M.B. -CRUSHED MISC. BASE EXIST. SIGN ALL ROCKS WHICH PROTRUDE ABOVE THE SUB -GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BED FILLED WITH A FINE GRADE MATERIAL OF A QUALITY PROJECT A SL.F. -SQUARE FEET 10 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN NO. 300, 1 EA. BETTER THAN THE NATIVE MATERIAL. LOCATION �� m U ® (0.00) -EXISTING ELEVATION 'V" AND "W" PER PLAN. sl O.W. -BOTTOM OF WALL TREE 12. IF ASPHALT CONCRETE IS TO BE PLACED ON SUB -GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE FOURTH STREET a T.G. -TOP OF GRATE 11 INSTALL 32" STEEL CASING PER DETAIL ON SHEET 3 35 L.F. UNIFORMLY APPLIED AT THE MANUFACTURERS RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. N. G. -NATURAL GRADE TSB CUCAMONGA TOP -TOP OF SLOPE ❑ EXIST. TRAFFIC SIGNAL BOX =� 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. CONTRACTOR SHALL MAKE HIS OWN �GAUSTI PARK ® I-10 FREEWAY 12 REMOVE AND REPLACE EXISTING CATCH BASIN RE -CONNECT EXISTING 24 RCP 1 EA. TOE -TOE OF SLOPE DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY ®' E.P. -EDGE OF PAVEMENT �M❑ EXIST. GAS METER TO NEW CATCH BASIN LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. A.C. -ASPHALT CONCRETE GREMOVE AND REPLACE EXISTING 24" RCP, SEE PROFILE FOR NEW ELEVATIONS 18 L.F. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401-A AND 401-8 SHALL BE CONSTRUCTED AT EACH INTERSECTION. VICINITY MAP C.L.F. -CHAIN LINK FENCE MB❑ EXIST. MAIL BOX 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING NOT TO SCALE CONC. -CONCRETE PKWCONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. H.C. DRAIN -PARKWAY DRAIN TMH H.C. -HANDICAP EXIST. TELEPHONE MANHOLE 16. WORK SITES AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE EXIST. -EXISTING CLEANED UPON REQUEST OF THE INSPECTOR. TRANS PAD -TRANSFORMER PAD X 1854.69 EXIST. GRADE ELEVATION 17. CONTACT UNDERGROUND SERVICE ALERT AS REQUIRED, TWO WORKING DAYS PRIOR TO EXCAVATION. PHONE NO 1-800-227-2600. PROVIDED FOR YOUR BLDG -BUILDING M.H. -MANHOLE CONVENIENCE ARE THE FOLLOWING: T.B. -TOP OF BERM PROP. -PROPOSED A. CHARTER COMMUNICATIONS (909) 880-0220 4240 N. HALLMARK PARKWAY (909) 880-0230 SAN BERNARDINO, CA 92407 B. VERIZON (TELECOM) (909) 469-6327 SHEET INDEX: 1400 E. PHILLIPS BLVD. (909) 483-3000 SHEET-1 TITLE SHEET POMOMA, CA 91766 SHEET-2 STORM DRAIN PLAN & PROFILE SHEET-3 STORM DRAIN DETAILS C. SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 - I PO BOX 3003 0 ®- I I REDLANDS, CA 92373 � I g D. CUCAMONGA VALLEY WATER DISTRICT (909) 987-2591 - • 10440 ASHFORD STREET - - NEW PIPE LINE - - -cATv- - EXIST. CABLE TV CONDUIT RANCHO CUCAMONGA, CA 91729 _ II - - RIGHT OF WAY - - - - E - - - - EXIST. UNDERGROUND ELECTRICAL r .. E. METROPOLITAN WATER DISTRICT (213) 217-6000 II '�' NEW FIRE HYDRANT OHW EXIST. OVER HEAD WIRES 700 N. ALAMEDA STREET I ❑ NEW WATER METER EXIST. EDGE OF A.C. PAVEMENT LOS ANGELES, CA 90012 - © NEW WATER VALVE EXIST. CURB AND GUTTER III F. SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 ICI _ _ Q NEW THRUST BLOCK - - - SS- - - - EXIST. SANITARY SEWER 7951 REDWOOD AVENUE (909) 987-6585 24" sD 14 - -•n • � EXIST. STORM DRAIN FONTANA, CA 92336I� =.:: Q NEW SEWER MANHOLE 0 NEW SEWER CLEAN OUT - - - - G - - - EXIST. GAS LINE G. INLAND EMPIRE UTILITIES AGENCY (909) 993-1600 I ' ' 6075 KIMBALL AVENUE 84.8' ® NEW CATCH BASIN - - -T- - - EXIST. TELEPHONE CONDUIT CHINO, CA 91708 �s V NEW STORM DRAIN PIPE _ 10„ - - - EXIST. WATER LINE H. RANCHO CUCAMONGA MUNICIPAL UTILITY (909) 477-2740 u 3 CONSTRUCTION NOTES BUBBLE 10500 CIVIC CENTER DRIVE EXIST. CONTOUR RANCHO CUCAMONGA, CA 91730 I $ III PROPOSED STREET LIGHT N &9 N I PROP. FLOW DIRECTION - 18. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES & UTILITY LATERALS WITHIN THE .'r, _ FUTURE CURB AND GUTTER Rw RECYCLED WATER ROADWAY HAVE BEEN INSTALLED, ALL ON -SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND NEW CURB AND GUTTER ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. 84.8' - I r _INAFNT4TIONo I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BEAll-_ DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD AREOQRpFESSIpNCITY OF RANCHO CUCAMONGA SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: NONE. S o ��sr � STORM DRAIN IMPROVEMENT PLAN 8TH STREET PARKWAY LIZ a - TO 8TH STREET DATED: 1 1 �6�21 �� ?� I . * R.C.E. N0. 56155 yk REINHARD STENZEL R.C.E. NO. 56155 .e �� Exp. 12-31-20 yl� R.C.E. NO. 56155 Exp.12-31-20 Q INDEX MAP 9TF o1L,Fo�� ' TITLE SHEET 9�F CI V I L FSCALE: 1 = 100 F C AL DRC 2018-00546 10415 8th STREET, RANCHO CUCAMONGA EMG 019-00040 � Of-C A�� APPROYEID BY: DATE: 3/22/21 C Underground Service Alert CRY ENGINEER RCE: 67514 DESIGN P_Ar1 Fl? RkF'ED 7. RECOMMENQEO �F y,: �� Call: TOLL FREE BENCHMARK SAK O hienes Engineering, Inc. BASIS OF BEARINGS.• - CML ENGYNEERING • LAW StIR1�EYING a 1 800 CITY OF RANCHO CUCAMONGA BENCHMARK #10030 0 50 100 200 300 DRA ❑ 1¢J�s �R�sr�NE eaur uaRo SHEET FOUND 1" ROUND HEAD BOLT IN CONCRETE CURB STAMP "SBCO BM 01104" THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM SAK�a1f'�a' fra 1 422-4133 AT NORTHEAST CORNER OF ARROW ROUTE AND HEAVEN AVENUE, 1 FOOT EAST (CCS83), ZONE 5, NORTH AMERICAN DATUM 1983 (NAD83) BASED LOCALLY ON CONTINUOUSLY �1 REMOVE &REPLACE CATCH BASIN SEE SHEET 2 OF BEGINNING OF CURB RETURN. OPERATING REFERENCE STATIONS (CORS) "LOBS" AND "EWPP" AS SHOWN HEREON (BASIS OF SCALE: 1 = 100 CHECKED _ DRAWING N0. c TWO WORKING DAYS BEFORE YOU DIG ' ' ) BEARINGS: S 81.29'26.1815"E . ALL BEARING SHOWN HEREON ARE GRID BEARINGS. N0. DESCRIPTION OF REVISION DATE R.S. lln�.��L °���°��4�° 2536-D r ELEV = 1160.201 NGVD 29 1976 ADJ. ) 2 3 20 c a Lost Update: 5/20/20 0:\300-3399`3320\SIORM DRAIN PUBLIC\332OSD-SHTO1.dwg Q100=5.1 CFS. Vmax=7.1 FPS. Q100=2.1 CFS. 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NO'30 f4"W 142.60 5 v �+ m ( ) 5 24" RCP S= . 1 P _ 1099.88 INV. 24" RCP S=0.0048 r N °3 12' PUBLIC STORE N W v (116x45 STA 13+�0.50 N U DRAIN EASEMENT, 05K42NG) N Rim: 1106.6p m M N 2' PUBLIC STORM ROPERTIL i JNV IN:1 f 0 .40 2" RCP z N o PRAIN EASEMENT NE N N m =`[i €1 5 B1 JIOB849ie,) NE -a! s 111 ..,i (V 12. 4} 91 m A11E.58I. ..°'.�°•• MU 1-11-L GATt 1098.02 INV. .1102.4 LL02.5 LL02.3 O 11015 O > 015 "-1 - - A - - d W M Z Q^7 1102.• 1702. _ - ,� • wZ '�r11 5' BUILDING• m m ry 5' UILDING "w N r" 'C�� b� T + 111c'2•.87} ./ Ij N89'S7'O 1 "W 98' o } N „G2.6, . ti` - / ` �- o ? J sEn34cK LI N� sE K UN (11 b8„80 G) (1 1 x f ° �... p �•.� �+ ua f uozl d O O 4 fM�+m II �!� T _ 180 RC S- O II I Z II +O i z� 0 p� 3 v N O 513.08' r T30 i I I o$ �; N _ to _ cn Al � �Z I �I .5 TG G �o°p, a` I _ VATS o '11 ° �PROPE 5o.or I R M STA 1 BEGIN PIPE 1100.1 109 5TA 13+27.30 d�� W _v ¢Los 1100.3 n -rn „' 1UU.4 °� w- d._.� c� - (i CC _ cV. mo " u� A ,� o W z a r: "', 7[q c~n r;, ° a+ m c�i>F "' z "> + - ter N n [l. -� `�' a m ~ '. 7 1' +�- c� 1► 5 rti v d 2'ry =°o + °' ~ O II V. w z f i� PB (1 9 FL > I, I t~n �O �.mo u� ca� 7 I NE "A" 5EE I g - = I o �.e m m a in + Q wz a a zo STA ' �N44 57 1 "YY 8.07 O a ad Mw > aM O z� = owj M d Z cDo m - m - u N PIP c'i '-,^o m �w _ o P BUILDING " " 18 RCS 500 SEE PROFILE ON SHEET 2 11 55 40 0 1098.7 1099.1 5 5 .w99.6 - a • W� + WelS Wr - INV IN:1098.01 RCP 5 `- d rn w o m 1098.4 1098.3 1099.2 ,. NAND I BEGIN PIPE - 2 0995 �OFILE HEREON I " 1099.63 INV. 3 A 11+62.90 _ I T EXISTING .1 m 109 ., "1097.6 "1097.5 1097.E Rim: 1101.73 SEE DETAIL BHT. �� _ 5 u'; �h�124a ,c (1w102RWATER MAIN STAlNV IN:1097.51 P _ _ ' 93 FL) II im: 1103.95 m ,.: �e� NG 24 NE; C w 40 WIDE WATER N,SL EASEMENT NO'30'14"W 146.1 ' 5 N N p - ,I� P RANCHO-— � ii Z � w r HAVEN UE � ))) 24" RCP S=0.0048 I Cl. 20 40 8Q 2Q 1097.3 1097.3 1097.4 1097.2 1097.1 1097.2 o TION 2220' 0 20 40 80 120 SCALE: 1 " = 40' DETERMINE SEPARATE QUANTITIES FOR BIDDING PURPOSES. O INSTALL ONE 4" ALUMINUM STORM DRAIN PLACARD, PAINTED BLUE WITH A 1 /4" SQUARE MOUNTING HOLE (NO DUMPING DRAINS TO WATERWAY) SCALE: 1 " = 40' SM W D NOTES:TORM DRAIN CONSTRUCTION NOTES FISH WITH WAVE (PROVIDED BY ENGINEERING SERVICES DEPARTMENT) ON CENTER OF CATCH BASIN BETWEEN SCORING LINE AND CURB LINE. PROCEDURES AND SPECIFICATIONS OF CONSTRUCTION EQUIPMENT TO BE USED FOR THE REMOVAL AND PLACEMENT OF SOIL O1 CONNECT NEW PIPE TO EXISTING CATCH BASIN PER CITY STD. PLAN 328, 1$ IN PROXIMITY TO METROPOLITAN'S PIPELINE AND INSTALLING OF THE "RIGID PAVEMENT" SHALL BE SUBMITTED TO STORM DRAIN CURVE DATA INDEX DELTA RADIUS TANGENT LENGTH Al 19'46'25" 45.00' 7.84' 15.53' B1 89'26'47" 22.50' 22.28' 35.13' CASE 1. STORM DRAIN MUST BE INSTALLED WITH NO DUMPING DRAINS METROPOLITAN FOR REVIEW AND APPROVAL A MINIMUM OF 30 DAYS BEFORE STARTING WORK IN THE VICINITY OF O2 CONSTRUCT TRANSITION STRUCTURE NO. 3 PER CITY STD. PLAN NO. 336. ��PLACARD TO WATERWAY READING TOWARD THE STREET. MUST INSTALL PLACARD METROPOLITAN'S PIPELINE. THE SUBMITTAL SHALL INCLUDE THE EQUIPMENT AND PROCEDURES TO BE USED FOR THE WITH A 1/4"xl" HAMMER SET RIVET (PROVIDED BY ENGINEERING PLACEMENT AND COMPACTION OF SOIL OVER AND ADJACENT TO METROPOLITAN'S PIPELINE. METROPOLITAN WILL NOT PERMIT OCONSTRUCT STORM DRAIN MANHOLE NO. 1 PER CITY STD PLAN NO. 318. SERVICES DEPARTMENT) AND MASONRY ADHESIVE. PROCEDURES, WHICH COULD SUBJECT THE PIPE TO EXCESSIVE VEHICLE, IMPACT OR VIBRATORY LOADS. PROCEDURES FOR O9 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 307, CASE "B". THE REMOVAL AND PLACEMENT OF SOIL OVER THE PIPELINE SHALL BE SUCH THAT EXCESSIVE UNBALANCED LOADS ARE NOT O4 CONSTRUCT CONCRETE BULKHEAD PER DETAIL ON SHEET 3. IMPOSED ON THE PIPELINE. " 10 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD PLAN NO 300 NO VIBRATORY COMPACTION EQUIPMENT IN VIBRATORY MODE SHALL BE USED WITHIN 25 FEET OF THE CENTERLINE OF THE O5 CONSTRUCT 24 R.C.P. D-LOAD PER PROFILE, WITH WATER TIGHT JOINTS, „ " PIPELINE. BEDDING PER CITY STD. PLAN NO. 341, TYPE 1. "V AND 'W PER PLAN. VEHICLES OF VARIABLE WHEEL CONFIGURATION, SUCH AS READY -MIX CONCRETE TRUCKS WITH LIFTABLE OR ADJUSTABLE OCONSTRUCT 18" R.C.P. D-LOAD PER PROFILE, WITH WATER TIGHT JOINTS, 1 T 3 " T C G I AUXILIARY AXLES, SHALL NOT BE USED WITHIN METROPOLITAN'S EASEMENT. BEDDING PER CITY STD. PLAN NO. 341, TYPE 1. Underground Service Alert 12 REMOVE AND REPLACE EXISTING CATCH BASIN RE -CONNECT EXISTING 24" RCP O7 CONSTRUCT CONCRETE COLLAR FOR RCP PER CITY STD PLAN NO. 329. TO NEW CATCH BASIN ORE yo 13 REMOVE AND REPLACE EXISTING 24" RCP, SEE PROFILE FOR NEW ELEVATIONS Call: TOLL FREE BENCHMARK -� �� Q d BASIS OF BEAR/ G � 1 -800 CITY OF RANCHO CUCAMONGA BENCHMARK #10030 it 11 It THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM �OQROFEDSsI�� CITY OF RANCHO CUCAMONGA 5 STORM DRAIN IMPROVEMENT PLAN STH STREET PARKWAY * R.C.E. NO.56155 * TO STH STREET Exp. 12-31-20 9�F ciVt�- o�� STORM DRAIN PLAN AND PROFILE OF C AL�F 10415 8th STREET, RANCHO CUCAMONGA - DRC 2018-00546 ENG 2019-00040 APPROVED BY: DATE: 312 2121 CRY ENGINEER ME: 67514 DESIGN PLAN PREPARED RE00MMENDED SAK Olhienes Engineering, Inc. �s aW ENQWEER bV0 - LAAfD SURWMV v� DRAWN D 14349 f7RESTOW BWLEIVARD sir a� QUe CD 422-4133 FOUND 1 ROUND HEAD BOLT IN CONCRETE CURB STAMP SBCO BM 01104 AT NORTHEAST CORNER OF ARROW ROUTE AND HEAVEN AVENUE, 1 FOOT EAST (CCS83), ZONE 5, NORTH AMERICAN DATUM 1983 (NAD83) BASED LOCALLY ON CONTINUOUSLY ZL REMOVE & REPLACE CATCH BASIN, REVISED STORM DRAIN PLAN & PROFILE, ADD CONC. COLLAR, ADD CONST. NOTES SAIL '`��������-���� OF 3 i OPERATING REFERENCE STATIONS "LORS" "EWPP" SHOWN OF CHECKED_ �NG NI a OF BEGINNING OF CURB RETURN. (CORS) AND AS HEREON (BASIS TWO WORKING DAYS BEFORE YOU DIG ELEV = 1160.201 NGVD 29 197E ADJ. ) BEARINGS: S 81'29'26.1815"E . ALL BEARING SHOWN HEREON ARE GRID BEARINGS. ) NO. DESCRIPTION OF REVISION DATE CITY1���a/�C2a APPROVED: R.S. 253E-D RE!)(HARD STENZEL R-C-El 56155 EXP. 1 31 20 n_ Last Update: 12/14/20 0:/3300-3399/332O/ST0RM DRAIN PUBLIC�332OSD-SHT02.dwg OD*12"1 8EE LFT DETAIL BELOW (IN) MAXID COVER (FT) t (IN) A BARS LP 48 5 4 410 9 11-8` 10 4 40 6 15 5 # B IT0 s 4 40 6 1'-511 10 5 410 B 15 5 5Q 6 BB 5 5 4IC 6 1'-10" 10 5 50 5 15 5 5 @ 5 72 5 5 4Q 5 2-0-- 10 5 590 B 15 ' B a 5 78 2"-211 10 .5 6 6 15 6 6 Q? 6 04 5 S 50 5 2'-4" 1D 5 60 1Z 15 d 60 5 90 2-5- 1a 6 6 5 15 6 5 @ 5 96 5 5 $10 5 2'--7" 10 6 S Q 5 15 B 1 7 @ 1; x"0.> 1 S.S.-C Iv kk. 00+12" rr"r 11IV A am Q) S'LY PROPERTY LINE 12.00' PUBLIC STORM DRAIN EASEMENT Q=1.70 CFS Vmax=1.0 FPS EXISTING GRADE S=0.005 STA. 1 +00.67 1097.68 INV. D1,D2=24" TRANSITION STRUCTURE f "A"=90' "B"=18" "C"=0.68' r-� PROPOSED GRADE r_ H.G.L. 4- wzg rn o a-O > + IZ o wz � off— �z�z + Iz4 a z^ mo� wo cn m CONST. 3.64 L.F., "B"=18" RCP D-2000 0 00 J + LIj—m U a oa)Z in U0 j IIIV i 18" RCP LAT Al CONCRETE BULKHEAD CONC. COLLAR STA 11+37.55 STA 11+33.16 24" RCP TA 11+33.83 LINE A LINE A STA 0+99.60 LAT Al PLAN VIEW SCALE: HORIZ.1 "=5' VERT.1 "=5' Q=3.20 CFS Vmax=3.8 FPS I Inn I Z-V 1120 12' WIDE S.D. EASEMENT o 1110 EXISTING 1110 GRADE � �o (n U H.G.L. PROPOSED GRADE IIVV MODIFIED SPPWC S=0.005 321-2 MANHOLE LINE "B" o > 24" RCP d + o aZ am I VJV Q — ¢ WO— I V.7V inm— V) CONST. 6.07 L.F. - 18" RCP D-2000 (PRIVATE) I non UV IVUV 1080 v 1 +00 "IN' ElAn LATERAL "A1" (PRIVATE) & TRANSITION STRUCTURE NO. 3 PROFILE LATERAL "B1" ITT SHOM SCALE: HORIZ.1 "=5' VERT.1 "=5' SCALE: HORIZ.1 "=10' VERT.1 "=10' I I d I I 1I2- 0 111]"514IL-IJ* NOTES 1, CONCRETE SWILL BE CLASS 'N. ALL REINFORCING STEEL SHILL BE CENTERED IN BULKHEAD EXCEPT FOR PIPE DIAMETER GREATER THAN 96". VERTICAL -A" BARS SHALL BE PLACED AT 2" CLEAR FROM THE INSIDE FACE OF THE E JLKIHEAD. HORIZONTAL 'IN' BARS SHALL BE PLACED TOWARDS OUTSIDE FACE OF BULKHEAD PER DETAIL. LIFTS SMALL BE WOVEN STEEL CJ16LE WITH SAME MII1w LPL DIAMETER (d) AS "A"I BARS. wEAVE CABLE THROUGH HOR12ONTAL "AI" BARS. fiOAT EXPOSED PORTION OF CABLE LIFTS WITH AN APPROVED SITUMNOUS PAINT PRIOR TO SACKFILLNG TRENCH. CONCRETE BULKHEAD DETAILS N.T.S. SKIDS STEEL SLEEVE 1_4" RCP SD PIPE CASING SKIDS / �oQRpFEESS/pNq�� CITY OF RANCHO CUCAMONGA U STORM DRAIN IMPROVEMENT PLAN 8TH STREET PARKWAY * R.C.E. NO. 56155 r * TO 8TH STREET STEEL SLEEVE DETAIL sq Exp. 12-31-20 �F C/V \\. o) STORM DRAIN PLAN AND PROFILE N.T.S. OF C 10415 8th STREET, RANCHO CUCAMONGA DRC 2018-00546 ENG 2019-00040 APPROVED BY: ATE; 3/22/21 0 Underground Service Alert CITY ENGINEER RCE: 67514 FOR E 0� o Y BENCHMARK BASIS OF BEARINGS. DESIGN SAK PLP.N PREPARThienes En ineerin Inc. RECOMMENDED o Call: TOLL FREE 9� CITY OF RANCHO CUCAMONGA BENCHMARK #10030 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM CIVIL ENGINEERING • LAND SURVEYING PRAWN 14349 FIRESTONE BOULEVARD SHEET �►�`� 1-800 FOUND 1" ROUND HEAD BOLT IN CONCRETE CURB STAMP "SBCO BM 01104" (CCS83), ZONE 5, NORTH AMERICAN DATUM 1983 (NAD83) BASED LOCALLY ON CONTINUOUSLY 0 20 40 80 120 SAK AJ LA MIRADA, C4LIFORNIA 90638 0 AT NORTHEAST CORNER OF ARROW ROUTE AND HEAVEN AVENUE, 1 FOOT EAST "� " " PH(714J521-f811 FAX(714J521-4173 3 422-4133 OPERATING REFERENCE STATIONS (CORS) LORS AND EWPP AS SHOWN HEREON (BASIS OF of 3 OF BEGINNING OF CURB RETURN. " Q BEARINGS: S 81.29 26.1815 E). ALL BEARING SHOWN HEREON ARE GRID BEARINGS. SCALE: 1 " = 40' C� CHECKED _ 12 DRAWING N0. o TWO WORKING DAYS BEFORE YOU DIG OF B I 1160.20U RETURN. '29 / 1976 ADJ.) NO. DESCRIPTION OF REVISION DATE R.S. /14/2020 2536-D APPROVED: RE)WARD STENZEL R.C.E8 56155 EXP. 1273120 0 LL Last Update: 12/14/20 0:\3300-3399\3320\STORM DRAIN PUBLIC\332OSD-SHT03.dwg