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HomeMy WebLinkAbout1558 TYPICAL SECTIONS N'LY R/W S'LY R/W 33' 33' VARIES ±15' ±14' 10' TO 17' ( �-- 1 L9X 41Z SLOPE 3:1 MAX 2' 4 ! �� SLOPE 2'1 Y - CI* ty Rancho HIGHLAND AVENUE CONSTRUCTION PLANS FOR STA 11+96.53T❑ STA 19+44.98 NTS N'LY R/W 33' �� 33' S'LY R/W HIGHLAND AVENUE STREET WIDENING I ±1g' I ±12', VARIES HIGHLAND A AVENUE SIGNALS 114' T 0 183 SLOPE IN THE CITY OE RANCHO CUCAMONGA 31MAX SLOPE \\� GENERAL NOTES CALTRANS GENERAL NOTES 2:1 24TH 5 T. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 1. AN ENCROACHMENT PERMIT IS REQUIRED BEFORE ANY WORK MAY BEGIN IN OR CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS NEAR THE STATE RIGHT-OF-WAY. THE CITY WILL OBTAIN AN ENCROACHMENT PERMIT FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, CONTRACTOR SHALL FROM CALTRANS; HOWEVER, THE CONTRACTOR WILL OBTAIN AND BE REIMBURSED FOR SHEET N DESCRIPTION .• x BE FAMILIAR SPECIFICATIONS. SONS. BE RESPONSIBLE FOR ADHERANCE TO THESE A RIDER TO THE STATE PERMIT. HIGHLAND AVENUE ,/ 2. ALL WORK WITHIN THE STATE RIGHT-OF-WAY SHALL CONFORM TO THE LATEST STA 20+62A3 T❑ STA 23+63 1 TITLE SHEET Ski"T T 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER STATE STANDARD PLANS do SPECIFICATIONS OR AS DIRECTED BY THE STATE'S NTS 2 PLAN & PROFILE - STA 5+00 T❑ STA 15+00 POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN REPRESENTATIVE (STANDARDS OTHER THAN STATE MUST BE PRE-APPROVED AND 3 PLAN & PROFILE - STA 15+00 T❑ STA 25+00 RANCHO CUCAHONU ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS JUSTIFIED). `�� WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED 4 PLAN & PROFILE - STA 25+00 TO STA 35+00 Q OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF 3. NO EQUIPMENT OR MATERIALS MAY BE STORED ON STATE RIGHT-OF-WAY. N'LY R/W 33' 33' S'LY R/W 5 PLAN & PROFILE - INTERSECTION IMPROVEMENT _ _ _ _ _ CMOPOSfD O W 2- _ '��' - _ _ _ RANCHO CUCAMONGA. + 4. ALL DISTURBED AREAS IN THE STATE RIGHT-OF-WAY MUST BE TREATED FOR 6 TRAFFIC SIGNAL & LIGHTING PLANS _ 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL EROSION CONTROL (HYDROSEEDING OR EQUIVALENT, OR AS DIRECTED BY THE 7 SIGNING & STRIPING PLANS PRW E L, i L.l�t. t `v H1C,ML�4IYfI A FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE STATES REPRESENTATIVE). THE RESPONSIBILITY FOR MAINTAINING EROSION e�, FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR CONTROL WILL NOT BE RELEASED UNTIL THE SEEDING IS WELL ESTABLISHED. VARIES ±18' ±12' 8 LANDSCAPE & I R R I G A T I❑N DETAILS FONTANA INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COSTS OF CALTRANS CLEANING ±14' TO 18.7'- /� N SHOWN ON THESE PLANS. ANY DRAINAGE STRUCTURES/CHANNELS WHICH HAVE BECOME CLUTTERED WITH DEBRIS 3 13� ��`/ '�, W FTIWANDA AND/OR SILT AS A RESULT OF, OR CAUSED BY, THE CONSTRUCTION PROJECT. 1 ;7% 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA 1.3% - `-\5� MTS ' Sr ENGINEERING DEPARTMENT PRIOR TO ANY ENCHROACHMENT OR CONSTRUCTION - - WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 5. THE STRUCTURAL SECTION SHOWN WITHIN THE STATE RIGHT-OF-WAY IS FOR Xk, SLDPE //� '�\ ESTIMATING PURPOSES ONLY. THE ACTUAL SECTION WILL BE DESIGNED BY A SOIL 3:1 MAX ` 2' \//\��\// ENGINEER AFTER NATIVE SOIL TESTING HAS BEEN COMPLETED. A TRAFFIC INDEX 5. ALL GRADE STAKES S BE SET BY AN ENGINEER PROVIDED BY THE �;:�!�� ��-� CITY. CONTRACTOR SHALL GIVE 48 HOURS NOTICE OF NEED. (TI) OF 10.5 SHALL BE USED IN THE DESIGN OF THE TRAVELED WAY, AND (TI) OF SLOPE, \% VICINITY MAP 6. ALL STORM DRAIN LATERALS SHALL BE CONSTRUCTED PRIOR TO PAVING. SHALL BE USED FOR THE SHOULDER DESIGN. THE LABORATORY REPORTS AND THE 2;1 DESIGN SIGN CALCULATIONS SHALL BE SUBMITTED TO THE STATE'S REPRESENTATIVE FOR N T 5 7. COMPACTION TESTS OF TRENCH BACKFILL SHALL BE PERFORMED AT NO APPROVAL PRIOR TO CONSTRUCTION OF THE STRUCTURAL SECTION. COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE 6. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR SHALL BE REFERENCED AND RESET PURSUANT TO BUSINESS AND PROFESSIONS CODE HIGHLAND AVENUE CONSTRUCTION NOTES APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. SECTIONS 8700 TO 8805 (LAND SURVEYOR'S ACT). STA 22+00 TO STA 23+50 8. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR 7. THE PAVEMENT MUST BE SAW-CUT Z' MINIMUM FROM THE EDGE OF PAVEMENT. THE CONVENIENCE OF THE CITY, THE CONTRACTOR SHALL MAKE HIS THE SAW-CUTS MUST BE PERPENDICULAR OR PARALLEL TO THE STATE HIGHWAY NTS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A CENTERLINE. O CONSTRUCT 5' AC OVER 10' AB BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT N'LY R/W 33' 35' S'L Y /W SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE 8. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE CONSTRUCT TYPE 'A' DIKE PER CALTRANS STD, N8-A CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. WITH THE CURRENT EDITION OF THE TRAFFIC MANUAL, PUBLISHED -BY THE STATE OF VARI S 22 22 PAVING LEGEND DISPOSITION NOTES O3 CONSTRUCT VAR, THICK AC OVERLAY 0.1' MIN THICK 9. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE CONTRACTOR FROM CALIFORNIA, DEPARTMENT OF TRANSPORTATION, AND THE SPECIAL PROVISIONS, ALL RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED ON THE PLANS. 1.8i CONSTRUCT AC PAVEMENT L a PROTECT IN PLACE ® SAWCUT EXISTING EDGE OF PAVEMENT PER DETAIL DISCOVERED DURING CONSTRUCTION. .3- _,. _ TO 3,sy 9. THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD BY THE V7- PER CONSTRUCTION NOTESR RELOCATE O5 REMOVE EXISTING AC BERM STATE'S REPRESENTATIVE. SL❑P10. A SEARCH OF THE AVAILABLE RECORDS HAS BEEN MADE OF EXISTING ���' \ ��� , REM❑VE EXISTING 3 REL❑GATE BY OTHERS © C❑LD PLANE 10' WIDE PER DETAIL PRIVATE AND PUBLIC UNDERGROUND UTILITIES AND IT SHALL BE THE 10. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS 311 MAX 2` 4 AC PAVEMENT RESPONSIBILITY OF THE CONTRACTOR TO LOCATE THE UTILITIES OF EVERY SHALL BE REMOVED FROM THE PAVEMENT BY SANDBLASTING BY THE CONTRACTOR. SLD E � ® REMOVE 10 CONSTRUCT 24'x35' CMP ARCH NATURE WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM 2`1 CONSTRUCT VAR, THICKDAMAGE. THE CONTRACTOR SHALL BEAR THE TOTAL COST OF REPAIR OR 11. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED OR RELOCATED BY THE AC OVERLAY X x ❑5 ADJUST TO GRADE 11 CONSTRUCT 30' CMP 14 GA, REPLACEMENT OF SAID UTILITIES DAMAGED BY THE CONTRACTOR'S OPERATIONS. CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON THE PLANS OR AS DETERMINED IN THE FIELD BY THE STATE'S REPRESENTATIVE. 11. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, © CONSTRUCT CMP-ARCH FLARED END SECTION PER CALTRANS STD, D94A HAZARD FREE, ORDERLY STATE THROUGH OUT CONSTRUCTION. SITE SHALL 12. ALL SIGNS, ROADSIDE MARKERS, ELECTROLIERS, ETC., SHALL BE PROTECTED BE CLEANED UPON REQUEST OF THE INSPECTOR. AND/OR REPLACED IN-KIND ACCORDING TO THE CURRENT STATE STANDARD PLANS AND HIGHLAND AVENUE t�3 CONSTRUCT MANHOLE PER CITY OF RANCHO CUCAMONGA STD, PLAN 321 - MANHOLE NO. 4 THE CURRENT TRAFFIC MANUAL, AT NO COST TO THE STATE. 12 CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO STA 23+63 TO STA 25+90.37 EXCAVATION. ALSO CONTACT UNDERGROUND SERVICE ALERT AT 1-800-422-4133. 13. ALL STATE DRAINAGE STRUCTURES/CHANNELS MUST FIRST BE COMPLETELY CLEANED OF NTS ® CONSTRUCT AC PAVED CHANNEL PER DETAIL (4" n4fcic) DEBRIS AND/OR SILT BY THE CONTRACTOR PRIOR TO MAKING THE CONNECTION. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ANY STATE DRAINAGE JOIN ® EX. SIDE STREETS 10' 0.10'MIN THICK OVERLAY © REMOVE EXISTING RCB FACILITY WHICH IS CONNECTED TO OR DIRECTLY AFFECTED BY THE CONTRACTOR'S OPERATION AND TRANSVERSE JOIN © REMOVE EXISTING CONCRETE CHANNEL AND WALL SHALL BE CLEAN AND OPERATIONAL PRIOR TO FINAL ACCEPTANCE OF THE PERMIT WORK BY THE STATE. ADEQUATE CLEANOUTS AND ACCESS OPENINGS SHALL BE PROVIDED IN ANY © EXTEND EXISTING 2-18' CMP-14 GA,-50 L.F. CONSTRUCTION WITHIN THE STATE'S RIGHT-OF-WAY FOR FUTURE MAINTENANCE AND REPAIR WORK AS NEEDED. SAW (WHEEL) CUT TO PROP, E.P. � GRIND EXIST AC ® REMOVE EXIST. HEADWALL 0.10' EXISTING PAVEMENT EXISTING EDGE OF EXIST AB �9 CONSTRUCT 5' x 10' x 1' THICK GROUTED RIP-RAP PAVEMENT 0� - AT SIDE STREETS & TRANSVERSE JOINTS ABBREVIATIONS AND SYMBOLS THE Evw� COLD PLANINGDETAILS NT s N❑T T❑ SCALL _ArcWtectwe NOT TO SCALE EP EDGE OF PAVEMENT KEITH -Landscape No. REVISION APPR. DATE SAW CUT DETAIL FL FL❑W LINE nr=,tur, -land Surveyhg WL WATER LINE struct TB T ❑P OF BERM '�, COMPANIES VstAn� CITY OF RANCHO CUCAMONGA R/w RIGHT OF WAY , COACH)`1LLA VALLEY -04 CE CENTER-LINE v] 41-865 BOARDVALK ■ SUITE 101 m PALM DESERT, CA it 92211 TITLE PID 0 POWER P❑L-E. (619) 346-9844 1 FAX (619) 346-9368 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A PALM TREE HIGHLAND AVENUE A N� 4 22 -, SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, Q) THERE 4 f THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. PREPARED UNDER THE SUPERVISION OF THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO TREE EAST AVENUE PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD //� , OR NOT SHOWN ON THESE DRAWINGS. IT SHALL BE THE CONTRACTORS ahv/7s RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES Q TREE STUMP R.C.E. No. 46188 (EXP. 12-31-98) CONCERNED BEFORE STARTING WORK. CONTRACTOR FURTHER ASSUMES ALL APPROVED BY DATL !Z- 4-19S._ LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES, j CITY ENGINEER - R.C.E. NOA4471 CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. _w STREET SIGN QROFESS/pA, IT'S THE LAW! CALL AT LEAST TWOCONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR JOB <v��O�S S�'yl��<<"y DESIGN RECOMMENDED DIAL BEFORE WORKING DAYS PRIOR SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, c13 ,� `�'�" c; U.L.S. Hmmw � �� � ��YOU DIG TO EXCAVATING INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS No, 46t88 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL w M DRAWN SHEET WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND Exp 12/31/98 __4D Consulting T,affic Engineers UNDERGROUND SERVICE ALERT HOLD THE OWNER, THE CITY OF RANCHO CUCAMONGA AND THE ENGINEER rt D.L.S. 275 Centennial Way, Suite 208 Tustin CA. 92680 1 OF 8 IF SOUTHERN CALIFORNIA HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION CIVIL �P BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FROM CHECK (714) 731-9455 DRAWING NO. LOCATION OF UNDERGROUND UTILITIES BY CONTACTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE CITY OF CAl UTILITY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 OF RANCHO CUCAMONGA OR THE ENGINEER. -ISS$ 40116 12-19- 95 RC-TITLE.dwg D.L.S. 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APf'ROVEC3 BY DATL /,?-,?,7—7,$-.- OI 35.00' 90'01'16" 54.99' 35.01' - QRpFESS/ ITY ENGINEER ` _ R.C.E. NO.3V g77_7 OO 35.00' 89"58'52" 54.97' 34.99' BENCHMARK ���\5 R' Scti �� DESIGN RECOMt�ENDEU O 35.00' 89'59'21" 54.97' 34.99' ��`' `� 7- �c� IT'S THE LAWI CALL AT LEAST TWO FD. CHISELED "❑ " TOP OF CURB SOUTH END OF c., f" AL:S, Ha�r-zoc � � ( ,Iilo...c DIAL. BEFORE WORKING DAYS PRIOR ® 35.00' 9000'31" 54.98' 35.01' Z3 No. 46188 mNa YOU DIGI TD EXCAVATING SCALE 1" = 4 0 DRIVEWAY, WEST SIDE OF EAST AVENUE IN FRONT OF m DRAWN SHEET GENERAL TELEPHONE CO., SOUTH OF SUMMIT AVENUE. Exp, 14/31/98 Corsulting -rotfic Engineers UNDERGROUND SERVICE ALERT 0 10 20 40 60 80 120 160 `� CIV1� �P D.L.S. 275 Centennial Way, Suite 208 Tustin CA, 92680 3 OF 8 BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE ELEVATION: 1449.19 q� \F� CHE� 714 731-9455 DRAWING N0. 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DATE CONSTRUCT VAR: THICK ADJUST T❑ GRADE xKEITH ArcNtecture AC OVERLAY _ -Land Strveyhg Yti COMPANIES CITY OF RANCHO CUCAMONGA COACHELLA VALLEY 41-865 6-9844ALK ■ SUITE 101 ■ PALM DESERT, 92211 - STREET IMPROVEMENT PLA N (619) 346-9844 : FAX (619) 346-9368 BASIS OF BEARINGS HIGHLAND AVENUE AND PREPARED UNDER THE SUPERVISION OF EAST AVENUE I THE BASIS OF BEARINGS FOR THESE PLANS ARE TAKEN 4 11 FROM THE CENTERLINE OF HIGHLAND AVENUE BETWEEN _ �2//I/�s STA 25+00 TO 35+00 goo' 422-ir ETIWANDA AVENUE AND EAST AVENUE AS SHOWN ON R.C.E. No. 46188 ( XP. 12-31-98) ti R.S. 70/98- 99, BEING: N89'56'48 W. APPFtOVEU BY DAT1 !2 27-`M_ ROFESS/ ITY ENGINEER r�:�&�>��_- _—____---_-__ R.C.E. No.31477 BENCHMARK P R Scy l� DESIGN RECOMMENDED IT'S THE LAWI CALL AT LEAST Two H _ FD. CHISELED ❑ ' TOP OF CURB SOUTH END OF Z D.L.S. _-�L -_-- A 4 N0. 46188 DIAL BEFORE WORKING DAYS PRIOR S C L E I O DRIVEWAY, WEST SIDE OF EAST AVENUE IN FRONT OF CD r'' � A� � "�' " YOU DIG TO EXCAVATING -` - � � DRAWN SHEET GENERAL TELEPHONE CO., SOUTH OF SUMMIT AVENUE. Exp. 12/31/98 Consulting -,a`fic Engineers O 10 20 40 60 80 120 160 D.L.S. 275 Centennial Way, Suite 208 Tustin CA. 92680 4—OF 8 UNDERGROO��ERVIC�WVMA ALERT - --- - `� CIVIC �P 714 731-9455 BEFORE EXCAVATING;. THE CDNTRACTDR SHALL VERIFY THE Lmlir111m, www� ' ELEVATION: 1449.19 �� OF CAt\F CHECK D ( ) DRAWING N0. LOCATION OF UNDERGROUND UTILITIES BY CONTACTING ,57.�7 S UTILITY UNDERGROMD SERVICE ALERT AT I-800-422-4133 40116 IL_19-95 RC-PP3.dwg D,L.S. z : i : i I ; : i : ! I - I j i U I i i --- ------- i I : - ' I i I I � I F- _.. I _.. fi ! � I �; I � Z I � I -I t 1 { ------- ---- -- - -- - ao I + - - - - - -- --- ---- -- - - -. - - - - - - -- - - - - 11 41 w ........ ....... 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O { f ln �j f (y1W I ! w + v t I i ; i : ri I i I i i i ! � I i i i y, : , Ad— + } ! t- a }.. j. _. j_ �.. t- -i 1 I i �N ----- -- -- ----- --- ---- --... ---- -- --- ------ -- -— ------ ---- --- --- -- - - -- - - - - - -- -- --- - - -- - - + : : i � IT �. I, �. ._T- —Y— �� ', '?-- --� 1- - --�...— _ t i I -+- I I i I --+- � -+- i t i T0� IIR�� P�'�F � t } } 1 } -+ :- 1 J ♦ -i V t , } - .. .. '-- .-+' fi t I i I � I t i I I f , i I PREFILE SCA G+__Q�) LE I I I I f—T I i j HORIZONTA Lt 1'=2 0 f --kr 1-7- T -1I ++ nn ERTICALt 1'�' i I � , I CONSTRUCTION NOTES 8 + 00 9 + 00 10 + � 11 + 00 12 + 00 10 CONSTRUCT 5' AC OVER 10' AB 4 IN R 33 O2 CONSTRUCT TYPE 'A' DIKE PER CALTRANS STD• N8-A BCADIKE45.O1 O REMOVE EXIST. 18' CMP 20 Q3 CONSTRUCT VAR: THICK AC OVERLAY 0:1' MIN THICK EXISTING STA 19+45.01 EP=1415.63 R� 18, EUCALYPTUS ® SAWCUT EXISTING EDGE OF PAVEMENT PER DETAIL STA 0+00 STORM DRAIN TB=1416.13 REMOV TgQS END DIKE4 98 15.5' 5 REMOVE X T A & STUMPS U ROW TO O E IS ING C BERM 1[=IN 2.28 M GUY AN 4- EP=1415.41 125, REMAIN 3 12 TB=1415.91_ © COLD PLANE 10' WIDE PER DETAIL 10 CONSTRUCT 24'x35' CMP ARCH STREET SIGNS • STA 9+50.01 ANCHOR POLE REMOVE Rl4SWI � REMOVE 11 CONSTRUCT 30 CMP 14 GA. 3 GRADE TO DRAIN CABLE 1 EXISTING WALL 66-60 EAST AVENUE END DIKE 2 �� BSTA EGINO 67. 1 RISER © CONSTRUCT CMP-ARCH FLARED END SECTION PER CALTRANS STD. D94A EP=1413.73 4 STREET SIGNS 12 W TB=1414.23 4 TREE STUMP FL-1413:37 EP=1415:37 W A-'-----PROPOSED O3 CONSTRUCT MANHOLE PER CITY OF RANCHO CUCAMONGA STA 9+09:45 TB=1415:27 TI 30' C.M.P. 11 STD. PLAN 321 - MANHOLE NO, 4 EP=1412.77 I - 17 - f- -- -- - REMOVE STA 11+12.14 � P•C•C. DITCH ® CONSTRUCT AC PAVED CHANNEL (4" TN(G1-) ______ MATCH S O _ _ MATCH EXIST. - 45 MR+� 5 © REMOVE EXISTING RCB 1 A_____ EP-1416:3$___ - -- 20 B =-�1 O T�K --- -.-�-�- 1� - - — --- T N -- — — — SEC I❑ A-A �6 REMOVE EXISTING CONCRETE CHANNEL AND WALL ^7TT"-- 77T- ---- �T © EXTEND EXISTING 2-18' CMP-14 GA•-50 L.F. +- 0 0 9 + 0 0 2� 0 / 4 11 + 0 0 10 0 8 REMOVE EXIST: HEADWALL -- 0 } CCD) 20+00 9 CONSTRUCT 5 x 10 x 1 THICK GROUTED RIP-RAP .� O / 4 + O W TE D 32 50 8 II SLY R/W Ai E o O 3 G --- ---_ 5 1 O 4 TR 5 STA 11+12.45 TA 9+52: 2 MATCH EXIST: MANHOLE DETAIL BEGIN DIKE PP EP�16.12 4 STA 9+33:73 EP=1413:81 3 R20B ' 2 10 EP=1413.57 TB=1414.31 STREET MATCH EXIST. 0 16 SIGN 4 STA 10+66:99 �\ , 2 STATE Hkit WY SIG p 3 END DIKE AC PAVED CHANNEL 'S ARV RISEi� _ / 3 4 EP=1415.14 STA 19+001 �` 3 BO VALVE TB=1415.64 NTSol 3 PP Irn $' STA 20+29.5 3 + STA 20+38 BEGIN CHANNEL REM❑ STA 20 62,43 THE PAVING LEGEND DISPOSITION NOTES BEGIN DIKE STA 20+56.02 END DIKE TB-1414.42 -Lame NO. REVISION APPR. DATE BEGIN ROCK WALL STA 20+55:01 EP=1413.92 -ArcNtect�re REMOVAL STA 1+11.03 STORM DRA KEITH Archrtecture CONSTRUCT AC PAVEMENT ❑1 PROTECT IN PLACE MANHOLE I EP=1413.80 -Load S}rwpg PER CONSTRUCTION NOTES -- FL-141L17 ( TB=1414:30 COMPANIES " CITY OF RANCHOCUCAMONGA 2 RELOCATE STA 21+10 - STA 1+65 STORM DRAIN 11 COACHELLA VALLEY REMOVE EXISTING ❑3 RELOCATE BY OTHERS x..__ AC PAVEMENT END CHANNEL & WALL REMOVAL R W -- - ® REMOVE END 30' CMP W R :W FO (619) BOARDVALK ■ SUITE 101 PALM DESERT, � . 92211 INTERSECTION IMPROVEMENT PLAN CONSTRUCT VAR: THICK FL=1410.63 r A A (619) 346-9844 ■ FAX (619) 346-9366 AC OVERLAY ' 0 ADJUST TO GRADE + BASIS OF BEARINGS HIGHLAND AVENUE AND 0 PREPARED UNDER THE SUPERVISION OF EAST AVENUE Q THE BASIS OF BEARINGS FOR THESE PLANS ARE TAKEN `. FROM THE CENTERLINE OF HIGHLAND AVENUE BETWEEN _ze/o ���� /Z ( ETIWANDA AVENUE AND EAST AVENUE AS SHOWN ON R.C.E. No. 46188 (E " . 12-31-98) " R.S. 70/98--99, BEING: N89'56'48"W. APPROVED BY DATE 1.Z2T— i Q 1 Es CITY ENGINEER __ _ R.C.E. NO.S117 s�y � IT'S THE LAWI ALL AT LEAST TWO H ,� DESIGN RE MENDED DIAL BEFORE WORKING DAYS PRIOR _ FD. CHISELED O TOP OF CURB SOUTH END OF - D•LS. YOU DIGI TO EXCAVATING SCALE 1/� - 20 - No. 46188 z HmnoG AICD Cm-L I w,, _ DRIVEWAY, WEST SIDE OF EAST AVENUE IN FRONT OF w m DRAWN Consulting Traffic SHEET 0 5 10 20 30 40 60 80 NOTE= SEE SHEET 7 FOR SIGNING & STRIPING GENERAL TELEPHONE CO., SOUTH OF SUMMIT AVENUE. Exp. ,2/3,/96 D.L.S• 275 Centennial Way, Suite 208 Engineers Tustin CA. 92680 5 OF 8 UNDERGROUND SERVICE ALERT ff SAJTW" CALWO EA _ ELEVATION: r� BEFORE EXCAVATING THE CONTRACTOR SHALL VERIFY THE !_. ELEVA 1 ION; 1449,19 OF+C&,� � CHEC ED (714) 731-9455 LOCATION OF UNDERGROUND UTILIIES BY CONTACTING DRAWING N0. UTILITY UNDERGROUND SERVICE ALERT AT 1-900-422-4133 40116 1 19-95 RC-PP4:o1wg D•L•S. r_�I PRESSURE CALCULATIONS WATER METER # 1 SIZE 1" STATIC PRESSURE: HIGH 100 PSI LOW 90 PSI SOURCE OF INFORMATION: CCWD: RICHARD OAXACA ODOo� PHONE NUMBER: (909) 987-2591 DRAIN CAP DATE OF INFORMATION: 4/24/95 PV U R w BERM 2' 6' 2' PALM TRUNK REMOTE CONTROL VALVE #: V3 SIZE 1" MAXIMUM DEMAND: 24 GPM TOTAL GPM ITEM or PSI LOSS LENGTH PSI TOTAL BY PW PIPE CO. � FINISH GRADE „ �GPM LOSS LINE SIZE PER 100' IN FEET LOSS PSI BUBBLER I _ „ 6''X8 BERM TO FORM � 6 X 8 BERM WATERING BASIN Beginning PSI 90.00 W(2 //A- //A\// /A\ /A\\� N All 24 - 1;fmeter - - 3.4086.60 OI 24 - 2 steel 0.95 10 0.10 86.51 ADV ROOTBALL OOTBALL24 - 1" backflow devic - 1 - 11.00 75.51 SEWER PIPE I24 - 2„ steel 0.95 10 0.10 75.41 -(615" LONG) a� (D PALM TRUNK ( BACKFILL WITH24 1 ressure re ulator reset 50 si PVC NIPPLE a I I NATIVE SOIL -� 24 j1 1/2" PVC 1.51 10 0.15 49.85 #4 WASHED p - 3 24 - 1 1/2 PVC tee - - - 49.85 GRAVEL �'- PVC LAT. I �� 4 6 PERF PVC PIPES WITH BUBBLER 24 - 1 1/2" PVC 1.51 154 2.33 47.52 0 oP, I I PER DETAIL 1 (4) 24 - 1 1/2" PVC ell - - - 47.52 D . � oil ° b0 3'PVC SCH. 40 i\1 4) SEE DETAIILP = III-III=III=III-111-11 -111 - UNDISTURBED 24 - 1 1/2" PVC 1.51 5 0.08 47.45 o' 4 SPRINKLER LAT. co =)II-111=1I I-1 I-111=I I 1=IT NATIVE SOIL 24 - 1" Rainbird valve - - 3.50 43.95 FE: -- 24 - 11 1/2" PVC 1.51 5 - 0.08 43.87 D ob 3" 24 12 1" PVC tee - - - 43.87 4 X 43"X 2I" ELL OR TEE 12 - 1" PVC 3.36 3 0.10 43.77 12 4 11" PVC tee - - - 43.77 8 - ji., PVC 1.59 29 0.46 43.31 PALM TREE PLANTING 8 4 11" PVC tee - - - 43.31 4 - 3/4" PVC 1.42 1 7 0.10 43.21 NOTES* 4 - I3/4" PVC ell - - - 43.21 4 - 3/4" PVC 1.42 7 0.10 43.11 BUBBLER = RAIN BIRD 1408 I. PALM TREE ROOTBALL TO BE 6'X6'X6' CUBE FOR TRANSPORT AND PLANTING. 4 2 3/4" PVC tee - - - 43.11 ADV = KFI CV - 1000-FM PLANTING TO OCCUR UNDER DIRECTION OF CITY INSPECTOR a CERTIFIED ARBORIST. 2 - 3/4" PVC 0.39 7 0.03 43.08 2. BACKFILL TO BE TAMPED AND/OFA WATER JETTED DURING PLANTING FOR STABILITY. 2 - 3/4" PVC ell - - - 43.08 _ 3. BACKFILL MIX TO BE NATIVE SOIL FROM PLANTING SITE SCREENED TO ELIMINATE 2 2 X1/2" PVC 1.55 1 0.02 43.07 DETA I L " Residual pressure at last head exceeds 28* psi; therefore design is adequate. ROCKS OVER 2 IN DIAMETER. 4. ALL TREES ARE TO BE TRANSPLANTED AT THEIR ORIGINAL GRADE. " Last head requires 20 psi plus 8 psi for ADV. 5. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE GENERAL PLANTING NOTES INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES 1. REFER TO PLANTING SPECIFICATIONS FOR ADDITIONAL PLANTING INFORMATION. HAVE BEEN ESTABLISHED,THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND 2. FOR TREE SUPPORT, REFER TO DETAILS ON THIS SHEET. TREES SHALL BE STAKED FOR PREPARED AS SPECIFIED,AND THE WORK APPROVED BY THE CITY. SUPPORT IF STABILITY IS QUESTIONABLE AFTER TRANSPLANTATION. 3. CONTRACTOR SHALL CHALK OUT INTENDED TREE LOCATIONS FOR ALL TREES. CONTACT DETAIL - 2 CITY FOR APPROVAL PRIOR TO DIGGING PLANT PIT. 4. TREES SHALL BE PLANTED A MINIMUM OF 3 FEET FROM ALL PAVING, UNLESS OTHERWISE NOTED. 5. TREES SHALL BE LOCATED NO CLOSER THAN TEN FEET TO ANY STREET LIGHT, POWER POLE, OR REINFORCED CONCRETE BOX OR FIVE FEET TO ANY DRIVE APPROACH, FIRE HYDRANT, UNDERGROUND STRUCTURE (I.E., CATCH BASINS, VAULTS) SEWER LATERAL OR CLEANOUT, WATER METER OR SEWER LINE. 6. SOIL PREPARATION AND BACKFILL RECOMMENDATIONS CONTAINED WITHIN THE PLANS AND SPECIFICATIONS ARE FOR BID PURPOSES ONLY. FINAL SOIL ANALYSIS AND RECOMMENDATIONS SHALL SUPERSEDE. 7. AFTER FINISH GRADE HAS BEEN ESTABLISHED IN PLANTING AREAS, CITY SHALL HAVE Z SOIL SAMPLES TAKEN AT THE NEW SITE OF EACH TREE. THESE SAMPLES SHALL BE z o 0 o i o o z o 0 o z TESTED BY SOIL AND PLANT LAB (909/282-8777) FOR SOIL FERTILITY, AGRICULTURAL a a a a a SUITABILITY, AND SOIL PREPARATION RECOMMENDATIONS. TWO SAMPLES SHALL BE w v w v w a TAKEN AT EACH LOCATION: 1) GROUND LEVEL TO 1' DEEP; 2) 24" TO 36" DEEP. EACH 0 o 0 0 c o 0 0 0: 0 0 0 Cr. SAMPLE SHALL CONTAIN APPROXIMATELY 1 QUART OF SOIL AND BE LABELED PER IMP m 1A I m co 2 CM O N a �` '� a LOCATION AND DEPTH + -j + Q + Q + + -j Q + m + + -1 + 3 8. A COPY OF THE SOILS REPORT SHALL BE GIVEN TO THE CITY PRIOR TO ANY WORK BEING cc a< r` o_ ao a ao Q aD a om n. a) _j � a o a o a o Q DONE. a s 3 Q 3 Q 3 aa.. 4 3 Q 3 a Q 3 a 3 a 3 a ° 9. ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS SHALL BE OBTAINED FROM ON- H x w � w w t- x F- w P w I- x I- w F- w I--1w 1- x SITE EXCAVATIONS. SHOULD IMPORT SOIL BE NECESSARY, INDICATE SOURCE U) w dz cn z cn z (n w cn z cn z cn w cn z (n z cn z N w LOCATION. SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR V2 16 GPM V3 24 GPM ELEMENTS WHICH MAY INHIBIT OR RETARD NORMAL PLANT GROWTH. SOIL TEST V I 24 GPM I "PVC I "PVC " RESULTS SHALL BE SUBMITTED TO CITY FOR APPROVAL PRIOR TO SOIL PLACEMENT. I 2 2 I I PVC I 10. CONTRACTOR SHALL INSTALL SOIL PREPARATION AND BACKFILL MIX TO CONFORM TO THE SOILS REPORT RECOMMENDATIONS. ► 1# I" C " 11. AFTER TRANSPLANTING, APPLY "IRON ROOTS CONCENTRATE" (0-2-3) AT 2 OZ./GALLON I I"PV 3 ' „ -PVC 4 PVC 3 PVC 12 PVC 3 PVC OF WATER PER INCH OF TRUNK DIAMETER IN THE WATERING BASIN OF EACH TREE. 2 " W PVC 2 ST L 4 4 " w PVC I PVC �1 R/W I n I PVC i PVC FOLLOW WITH A FULL BASIN OF WATER TO MOVE THE PRODUCT INTO THE ROOT ZONE. I' PVC ���� `I J�� � R I�� PVC � \l /�) ► I - 12. TREES SHALL BE TRANSPLANTED ON THE SAME DAY THEY ARE EXCAVATED. JO(/ TREES J 2"� �'�L(�j� _ ` �`��I�/i / _ 13. TREES SHALL BE EXCAVATED, MOVED AND TRANSPLANTED BY A COMPANY - � - - - 4r_ / ��L)! -�f EXPERIENCED IN THESE OPERATIONS WITH PALM TREES. ����� ��� j `� 14. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PARKWAY E�`�� AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING v \) �l v m AREAS WHENEVER POSSIBLE. 15. INSTALL BACKFLOW PREVENTER PARALLEL TO STREET WITH CONCRETE FOUNDATION (SEE DETAIL 2 SEE DETAIL 2_") SEE DETAIL 2 AND 6 FOOT LONG, 3/8 INCH CHAIN. COIL 12 INCHES OF CHAIN IN FOUNDATION PRIOR TO POURING. 16. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS 2 SERVICE LINE TO AT THE SITE PRIOR TO COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE HIGHLANDAVENUE METER (B Y CC W D) IMMEDIATELY REPORTED TO THE ENGINEER FOR HIS DIRECTION. S R 30 17. WHEN MAINTENANCE OF IRRIGATION SYSTEM IS ASSUMED BY CITY, CONTRACTOR SHALL E.P. M ' REMOVE HIS LOCKS FROM ALL EQUIPMENT INSTALLED ON THIS PROJECT. -- -- -- - -- - - -- R/W EX. 8" CML a W GENERAL LEGENDNOp DESCRIPTION OF REVISION DATE CITY f..l .... _--___ _ CC W D WATER SYMBOL DESCRIPTION MANUFACTURER/ REFERENCE APPROVED CAL TRANS NOTES MODEL# CITY OF RANCHO CUCAMONGA ® BATTERY OPERATED IRRI-TROL IBOC-4 CITY STD 526 I. ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL BE COMPLETED POINT OF CONNECTION:- CONNECT I" WATER METER FOR CONTROLLER LE MEUR LEA-CR PALM TREE PLANTING IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF IRRIGATION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS ENCLOSURE TRANSPORTATION STANDARD SPECIFICATIONS DATED JULY 1992. AND PAY ALL COSTS* FOR THE INSTALLATION OF A NEW PLAN DETAIL 2. SHOULD A CONFLICT ARISE BETWEEN THE CONTRACTOR PLANS WATER METER.CONTACT C.C.W.D. FOR COSTS AND INSTALLATION PROCEDURES. n 1"WATER METER CCWD SUPPLIED CCWD STD 2 t I N/S HIGHLAND AVE . WHO SPECIFICATIONS AND/OR DETAILS PREPARED BY THE PERS DETERMINED EXISTING WATER PRESSURE: 90-100 PSI 1" REDUCED PRESSURE FEBCO 825Y-BV CCWD STD 2A STATES STANDARD SPECIFICATIONS SHALL GOVERN AS DETERMINED BY THE STATES REPRESENTATIVE. PEAK IRRIGATION DEMAND: 24 GPM Rp BACKFLOW PREVENTER CITY STD 517 EAST AVE. WATER TYPE: POTABLE ASSEMBLY APPROVED BY: DATE: /'� _ _ �� �IFSHALL BE REIMBURSED BY THE CITY PR 1" PRESSURE REGULATOR WILKENS 50OHLR CITY STD 519 CITY ENGINEER2RCE. NO. SCALE.' I = 20 ALL ALL PVC PIPES SHALL BE SCHEDULE 40. DESIGN RECO ENDED ® 1" REMOTE CONTROL VALVE RAINBIRD 100-PEB CITY STD 520 J.T. H. PLANS PREPARED BY: CITY OF RANCHO CUCAMONGA 1/2" BUBBLER/ANTI-DRAIN RAINBIRD 1408 DETAIL 1 DRAWN 10300 CIVIC CENTER DRIVE SHEET ' VALVE/SUMPASSEMBLY KFICV-1000-FM A.S.V. RANCHO CUCAMONGA, CA.91730 8 OF 8 QUICK COUPLING VALVE RAINBIRD 33DNP CITY STD 536 CHECKED R.C.E. N021817 DRAWING No. IN VALVE BOX DATE FILE NO SSS$ 1