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HomeMy WebLinkAbout2337G"ENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION -- CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY 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 WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA, ENGINEERING SERVICES DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT -OF -WAY. 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 WITHIN 0.01 FOOT OF SUB -GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL 'CURVE AREAS. 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, COMPACTING ORIGINAL GROUND AND ALL SUB- GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND /OR SURFACING, 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT, AND GRADATION OF ASPHALT PAVING. 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R- VALVE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 10, PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R- VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL). 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL, WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB -GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB -GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 12, IF THE 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 UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AND BE RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH' IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401 -A AND 401 -B SHALL BE CONSTRUCTED AT EACH INTERSECTION. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 16. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION'. SITE SHALL BE CLEANED UPON REQUEST OF THE CITY' INSPECTOR. 17. CONTACT ALL UTILITY' COMPANIES AS REQUIRED 2 WORKING DAYS PRIOR TO EXCAVATION. SEE CONTACT INFORMATION PROVIDED ON THIS SHEET. T ' RESPONSIBILITY IN SUBMITTING A BID FOR THIS WORK, THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQU'IREM'ENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; THAT THE CONTRACTOR SHALL DEFEND, INDE'MN'IFY AND HOLD THE OWNER, THE ENGINEER AND THE CITY OF RANCHO CUCAMONGA HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE ENGINEER, OR THE CITY OF RANCHO CUCAMONGA. ALL CONTRACTOR AND SUB CONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT EMPLOYEES ARE PROVIDED A PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF O.S.H.A. AND WITH "CONSTRUCTION SAFETY ORDERS ". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR OR SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIE S OR STRUCTURES EXCEPT AS SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES H SE LOCATIONS ARE NOT SHOWN, THE OR IRRIGATION LINES WHO G CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION! COMPANIES PRIOR TO EXCAVATION WORK TO DETERMINE EXACT LOCATION OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON, AND FOR ANY DAMAGE OR PROTECTION OF THESE LINES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT (U.S.A.) PHONE 811 TWO WORKING DAYS PRIOR TO DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. BED H MARK BENCHMARK No. 10025 2" BRASS DISC IN CONCRETE STAMPED Know har "CITY OF RC BM 10025 - 1987" AT Call 81 lbefore dig. NORTHWESTERLY CORNER OF 8TH & VINEYARD, WESTERLY END OF CURB BOX AT THE END OF THE CURB RETURN. ELEVATION: 1112.563 (ft) PROJECT LOCATION 7TH STREET BETWEEN VINEYARD AND HELLMAN AVE. RANCHO CUCAMONGA, CALIFORNIA 12 CORPORATE PLAZA, STE 150 NEWPORT BEACH, CA. 92660 PH. (949) 720 -8000 CONTACT: M'S. TERRI ALLEN AGENCY/UTILITY CONTACT LIST CUCAMONGA VALLEY TER DISTRICT 10440 ASHFORD STREET RANCHO CUCAMONGA, CA 91730 (909) 987 -2591 SOUTHERN CALIFORNIA EDISON COMPANY 7951 REDWOOD AVENUE FONTANA, CA 92336 (909) 987-6585 CHARTER iMLI I , TI ' 6680 VIEW PARK COURT RIVERSIDE, CA 92503 (951) 359 -1263 N 0 7TH STREET 1 f�Je� stn; ASSOCIATED ENGINEERS, INC. 451 E. VANDERBILT WAY STE 200 SAN BERNARDINO, CA 92408 PH': (909) 888 -1106 FAX: (909) 889 -1884 CONTACT: MR. JEFF MEITER, PE SOUTHERN ,LIFOR I GEOTECHNICAL 22885 E. SAVI RANCH PKWY, STE E YORBA LINDA, CA. 92887 PH: (714) 685 -1885 FAX: (714) 685 -1118 CONTACT: MR. GREGORY MITCHELL REPORT #11G169 -1 SOUTHERN CALIFORNtA GAS COMPANY 216 NORTH EUCLID AVENUE ONTARIO, CA 91761 (800) 427 -2000 COCAT 1205 DUPONT STREET ONTARIO, CA 91762 (909) 983 -9895 VERIZON 1400 E. PHILLIPS BOULEVARD POMONA, CA 91766 (800) 483 -3000 EXISTING SURVEY MONUMENTATION I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS. FOUND 1" IP PLUG, ILLEGIBLE FOUND N&T "MWD LS6599" SIGNED - -- DATED PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OF THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY SURVEYOR FOR EACH MONUMENT SHOWING THE REFERENCES TO BE USED TO RESET THAT MONUMENT AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED TO THE CITY. PRIOR TO OBTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT, A COPY OF THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY SURVEYOR FOR THE RESETTING OF THE EXISTING MONUMENTS AND THE RELATED PERMANENT WITNESS MONUMENTS AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED TO THE CITY. .CONSTRUPTION NOTES FOR STREET T 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING SERVICES DEPARTMENT. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. ad 3� EXISTING AC PAVEMENT N'LY R/W SHEETINDEX DEMOLITION NOTES QUANTITIES ' SHEET 2 4 5 DESCRIPTION REMOVE CURB AND GUTTER 257 LF GENERAL NOTES AND TITLE SHEET REMOVE AC PAVEMENT 11,623 SF DEMOLITION PLAN 7TH STREET 7TH STREET PLAN AND PROFILE STA. 41+00 TO 43 +50 131 REMOVE ITEM AS SHOWN CROSS SECTION STA 41 +75.94 TO 43 +52.79 7TH STREET STORM DRAIN IMPROVEMENTS 4 SAWCUT AND REMOVE 245 SF CONCRETE SIDEWALK 5 PROTECT IN PLACE AS SHOWN 6 RELOCATE ITEM AS SHOWN 7 ADJUST TO GRADE AS SHOWN CONSTRUCTION NOTES QUANTITIES SAWCUT 2' MINIMUM AND REMOVE AC PAVEMENT, PRIOR TO PLACING 0 LF R%W S W �-1 °° AC PAVEMENT EDGE SHALL BE CUT TO CLEAN VERTICA L AN D STRAIGHT WITH TACK COAT ON FACE OF CUT MINIMUM 0.13' GRIND & ARHM OVERLAY PER DETAIL A 200 SF 3 ( PLACE 4" AC PAVEMENT OVER 4" CLASS 2 AGGREGATE BASE 13,781 SF (FINAL PAVEMENT STRUCTURAL SECTION PER APPROVED SOILS RECOMMENDATION), SEE CITY GENERAL NOTES 9 & 10, LATEST EDITION, FINISH COURSE OF 0.13' ARHM CONSTRUCT 8 PCC CURB AND GUTTER TYPE A2 -8 PER CITY OF 501' SF RANCHO CUCAMONGA STANDARD PLAN NO. 104 CONSTRUCT 4" PCC NON- CONTIGUOUS SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN No. 101, TYPE "C" & lot 5-r- NO- 103 INSTALL STREET LIGHT 5800 LUMENS HPSV BY SOUTHERN CALIFORNIA 2 EA EDISON; PAID FOR AND COORDINATED BY DEVELOPER A\ INSTALL STREET TREES PER NOTES AND LEGEND ON SHEET 1 19 EA CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA 1' EA STANDARD PLAN N0, 300 ADJUST TO GRADE I EA @ PROTECT IN PLACE -- -- 11 INSTALL R -26 "NO PARKING" SIGN PER MUTCD 2010 5 EA (401 -8 SIGN POST AS NEEDED) 1 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA 1 A E STANDARD PLAN NO. 207, CASE C, W -27' INSTALL TRAIL. GATE PER CITY OF RANCHO CUCAMONGA STANDARD 1 EA PLAN NO. 1007 -B TYPICAL 7TH STREET - SCALE N,T.S. T.L= 7 R= 60 AC ASPHALTIC CONCRETE BCR BEGIN CURB RETURN *) EXISTING (E) EXISTING CF CURB FACE ECR END CURB RETURN ELEC ELECTRICAL E/P EDGE OF PAVEMENT EXIST EXISTING FG FINISHED GRADE FH FIRE HYDRANT FL FLOW LINE FS FINISHED SURFACE GB GRADE BREAK I'NV INVERT M'H MANHOLE P'13 PULL BOX PCC PORTLAND CEMENT CONCRETE R W RIGHT-OF-WAY SID STORM DRAIN SMH SEWER MANHOLE STA STATION ST LT STREET LIGHT TC TOP OF CURB STREET NAME 7TH STREET n° 46.74 TC (47.32 FL) 2, 0 � ,- AC PAVING AC REMOVAL GRIND AND OVERLAY AC SAW -CUT PCC C&G SAW -CUT MANHOLE PROPOSED ELEVATION EXISTING ELEVATION DIRECTION ION OF FLOW BACK OF CURB TOP OF CURB GUTTER STREET LIGHT STREET TREE QUANTITIES BOTANICAL NAME COMMON NAME MIN. GRO7 SPARE / PYRUS BETULAEFOLIA DANCER FLOWERING 3 FEET ( "PARADISE ") PEAR �I SPACING 20 FEET O.C. ,i z i SIZE QTR` 15 GALLON 6 0 A '-° PROTECTED IN PLACE. CONSTRUCT CONCRETE COLLAR AROUND 42" RCP AT 1 EA CONNECTION TO CATCH BASIN PROVIDE AND INSTALL 42" RCP 8 LF ' ME 2des-007". ` °- / w 2 REPLACED 3A TH SHEET 3 W / E I r w 1 SEE REVISION ON - SHEETS 2-3 PER PM' 19518 v J 1- DESCRIPTION OF REVISION DATE CITY APPROVED CITY U"F RANCHO G0NUC`AMu0":N:1GA cn } / 7TH STREET IMPROVEMENT v v T11"LE SHEET s / Q 640° WEST OF HELL MAN AVENUE i PARCEL MAP 18794, DRC 2007-00551 2013-0:0406 APPROVED BY - DATE v CITY ENGINEER R.C.E. 53672 Q 00 DESIGN Associated En- 91neers. Inc.. RECOM ENDED DH A SUBSIf�IARY OF PASSO S: RINC 5 45 € E. VAPDEiBILT WAY, STE 200 I DRAWN salt' BERh1A,RDihlO,GA92408 T :(90 8) 8 8 -1108+ FAK(909) 889-1884 SHEET f � BW OF CHECKED DRAWING N ©. JDM RCE No.: 773fl8 DA Nt}VEMBER 2014 FILEo.: 177836E E � / \ CONSTRUCTION MOTES � � ' r` � 1-0 � -- H��O\� AC PAVEMENT, EDGE SHALL BE CUT TO CLEAN VERTICAL AND 26.548 CO in|«� `— EXISTING ' `~ MINIMUM 0.13' GRIND & ARHM OVERLAY PER DETAIL('A_'_� \ PLACE 4" AC PAVEMENT OVER 4" CLASS 2 AGGREGATE BASE N| PAVEMENT (FINAL PAVEMENT STRUCTURAL SECTION PER APPROVED SOILS � /THiCKNE3S VAR|E CONSTRUCT D' PCC CURB AND CUTTER, TYPE A2-8 PER CITY OF ON REMOVE EXISTING CONSTRUCT 4' PCC NON—CONTIGUOUS OF `— RANCHO CUCAMONGA STANDARD , TYPE 'C' � NO. |03 CUL-DE-SAC MOVED 8' EASTERLY /�\ INSTALL STREET LIGHT 5800 HP3V BY SOUTHERN CALIFORNIA `~' ED|5DN; PAID FOR AND COORDINATED BY DEVELOPER � INSTALL STREET TREES PER '�QT[S AND LEGEND ON SHEET 1 SEE REVISION ON SHEETS 2-3 PER PM 19518 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAM0NQA CL STANDARD PLAN N0. 300 DESCRIPTION OF REVISION DATE ADJUST TO GRADE � In INSTALL R-25 'NO PARKNG" SIGN PER WUTCD 2010 7TH STREET IMPROVEMENT PLANS (401--B SIGN POST AS EE CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 207, CASE C. W=27' 640'WEST OF HELLMAN AVENUE NOT USED PARCEL MAP 18794, DRC 2007-00551 1072 CF 78 FS APPROVED BY DATE 11-1-7-1,51 STANDARD PLAN NO. 10, TYPE C. WIDTH AND RADIUS AS NOTED CITY ENGINEER R.C,E 53672- ON PLAN 1072.55 FS DH A SUBSIDIARY OF PARSONS ARINOMMMMOFF 451 E. VANDERBILT WAY, STE. 200 _j DRAWN SAN BERNAVINO, CA 92408 SHFET CHECKED � / \ CONSTRUCTION MOTES � � ' r` � 1-0 � -- H��O\� AC PAVEMENT, EDGE SHALL BE CUT TO CLEAN VERTICAL AND 26.548 CO in|«� `— EXISTING ' `~ MINIMUM 0.13' GRIND & ARHM OVERLAY PER DETAIL('A_'_� \ PLACE 4" AC PAVEMENT OVER 4" CLASS 2 AGGREGATE BASE N| PAVEMENT (FINAL PAVEMENT STRUCTURAL SECTION PER APPROVED SOILS � /THiCKNE3S VAR|E CONSTRUCT D' PCC CURB AND CUTTER, TYPE A2-8 PER CITY OF ON REMOVE EXISTING CAB - (N c� ~ cq 2' /W|N� // -`-~--12"— 95% COMPACTED NATIVE BASE 8 � �� ��� ~' . O]O` GRIND, REMOVE, AND OVERLAY EXISTING AC .~~ PAVEMENT (THICKNESS VAR|E3\ EXISTING /._ CAB w Z) z gql 5OfOO CONSTRUCTION MOTES SAWCUT 2' MINIMUM AND REMOVE AC PAVEMENT, PRIOR TO PLACING AC PAVEMENT, EDGE SHALL BE CUT TO CLEAN VERTICAL AND 26.548 STRAIGHT WITH TACK COAT ON FACE OF CUT 14.214' MINIMUM 0.13' GRIND & ARHM OVERLAY PER DETAIL('A_'_� r-,'% PLACE 4" AC PAVEMENT OVER 4" CLASS 2 AGGREGATE BASE (FINAL PAVEMENT STRUCTURAL SECTION PER APPROVED SOILS RECOMMENDATION). SEE CITY GENERAL NOTES 9 & 10, LATEST CONSTRUCT D' PCC CURB AND CUTTER, TYPE A2-8 PER CITY OF ON CONSTRUCT 4' PCC NON—CONTIGUOUS OF `— RANCHO CUCAMONGA STANDARD , TYPE 'C' � NO. |03 CUL-DE-SAC MOVED 8' EASTERLY /�\ INSTALL STREET LIGHT 5800 HP3V BY SOUTHERN CALIFORNIA `~' ED|5DN; PAID FOR AND COORDINATED BY DEVELOPER � INSTALL STREET TREES PER '�QT[S AND LEGEND ON SHEET 1 SEE REVISION ON SHEETS 2-3 PER PM 19518 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAM0NQA CL STANDARD PLAN N0. 300 DESCRIPTION OF REVISION DATE ADJUST TO GRADE � CITY OF RANU'HO u`UC*%AM0NGA INSTALL R-25 'NO PARKNG" SIGN PER WUTCD 2010 7TH STREET IMPROVEMENT PLANS (401--B SIGN POST AS EE CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 207, CASE C. W=27' 640'WEST OF HELLMAN AVENUE NOT USED PARCEL MAP 18794, DRC 2007-00551 CONSTRUCT ~'~`� '^ `~' ".[ PER OF RANCHO CUCAMONGA APPROVED BY DATE 11-1-7-1,51 STANDARD PLAN NO. 10, TYPE C. WIDTH AND RADIUS AS NOTED CITY ENGINEER R.C,E 53672- ON PLAN 26.548 30.00 50'42'13" 14.214' ON CUL-DE-SAC MOVED 8' EASTERLY SEE REVISION ON SHEETS 2-3 PER PM 19518 CL DESCRIPTION OF REVISION DATE CITY OF RANU'HO u`UC*%AM0NGA 7TH STREET IMPROVEMENT PLANS 640'WEST OF HELLMAN AVENUE PARCEL MAP 18794, DRC 2007-00551 ROW 2013-00406 APPROVED BY DATE 11-1-7-1,51 CITY ENGINEER R.C,E 53672- DH A SUBSIDIARY OF PARSONS ARINOMMMMOFF 451 E. VANDERBILT WAY, STE. 200 _j DRAWN SAN BERNAVINO, CA 92408 SHFET CHECKED DRAWING No. RCE No.: 77308 2337 JDM LATE: NOVEMBER 2014 FILE No.: 177836L ■ MSTRM 1 30 oa } . CONTACT PLANNING DIVISION :. FOR TREE REMOVAL PERMIT. A" J �1 REMOVE CURB ADD GUTTER 2� REMOVE AC PAVEMENT �3 REMOVE ITEM AS SHOWN QSAWCUT AND REMOVE CONCRETE SIDEWALK �5 PROTECT IN PLACE AS SHOWN �6 RELOCATE ITEM AS SFf011 Q7 ADJUST TO GRADE AS SHOWN 1 mm" 4 Go .y t ti v C) 04 "NSTRUCTION NOTES SAWCUT 2' MINIMUM AND REMOVE AC PAVEMENT, PRIOR TO PLACING AC PAVEMENT, EDGE SMALL BE CUT TO CLEAN VERTICAL AND STRAIGHT WITH TACK COAT ON FACE OF CUT 2� MINIMU� 0.13' GRIND & AR'Hl OVERLAY PER DETAIL PLACE 4" AC PAVEMENT OVER 4" CLASS 2 AGGREGATE BASE (FINAL PAVEMENT STRUCTURAL SECTION PER APPROVED SOILS RECOMMENDATION ). SEE CITY GENERAL NOTES 9 & 10, LATEST EDITION. FINISH COURSE OF 0.13' ARHM CONSTRUCT 8" PCC CURB ADD GUTTER, TYPE A2 -8 PER CITY OF RANCHO CUCAMtGA STANDARD PLAN NO. 104 Q CONSTRUCT 4" PCC NON—CONTIGUOUS SIDEWALK PER CITY OF RANCHO CllCAMONGA STANDARD PLAN No. 101, TYPE "C" PLO. 103 INSTALL STREET LIGHT 5844 LUMENS HPSV BY SOUTHERN CALIFORNIA EDISQ�1; PAID FOR AND COORDINATED BY DEVELOPER INSTALL STREET TREES PER NOTES AND LEGEND ON SWEET 1 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAM4tdGA STANDARD PLAN N0. 300 9 ADJUST TO GRADE 1C! PROTECT IN PLACE INSTALL R -26 "NO PARKING" SIGN PER MU1CD 2010 (401 —B SIGN POST AS NEEDED) CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMOAIGA - STANDARD PLAN N:4. 207, CASE C, W =27' 13 NOT USED 14 CONSTRUCT O1RVE APPROACWi PER CITY OF RANCHO CUCAM(}GA STANDARD PLAN N0. 101, TYPE C, WIDTH AND RADIUS AS NOTED ON PLAN LEGEND PRO -POSED CONCRETE AC PAVING r OVERLAY DANCING FLOWER PEAR TREE (SPACING 20' O.C.) ��..� 5$00 LUMEN HPSV STREET LIGHT R -26 "NO PARKING" SIGN .y t ti v C) 04 S^ A 11 L#ALwE* Ho 1" ZU • V* 41+50 6 � A IM19 , MIAMAW, 116701 69, F I EON$ It I 6 i 0 0 A, W zo K0 R -4-0 0 C) it CD C-4 0 z �I I I ix I �42+00 NFL Y RM SL Y WWI A 7 2� 62.$2 A 9. 1 �7 31 2 068 A N I EON$ It I 6 i 0 0 A, W zo K0 R -4-0 0 C) it CD C-4 0 z �I I I ix I SCALE: H: 1" 20' V: 1" = 5' ac i 1!J 43 +52.79 CONSTRUCTION NOTES SAWCUT 2' MINIMUM AND REMOVE AC PAVEMENT, PRIOR TO PLACING AC PAVEMENT, EDGE SHALL BE CUT TO CLEAN VERTICAL AND STRAIGHT WITH TACK COAT ON FACE OF CUT MINIMUM 0.13' GRIND & ARHM OVERLAY PER DETAILe O PLACE 4" AC PAVEMENT OVER 4" CLASS 2 AGGREGATE BASE (FINAL PAVEMENT STRUCTURAL SECTION PER APPROVED SOILS RECOMMENDATION). SEE CITY GENERAL NOTES 9 & 10, LATEST EDITION. FINISH COURSE OF 0.13' ARHM OCONSTRUCT 8" PCC CURB AND GUTTER, TYPE A2 -8 PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 104 O CONSTRUCT 4" PCC NON- CONTIGUOUS SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN No. 101, TYPE "C" & NO. 103 INSTALL STREET LIGHT 5800 LUMENS HPSV BY SOUTHERN CALIFORNIA EDISON; PAID FOR AND COORDINATED BY DEVELOPER INSTALL STREET TREES PER NOTES AND LEGEND ON SHEET 1 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 300 ADJUST TO GRADE PROTECTIN PLACE INSTALL R -26 "NO PARKING" SIGN PER MUTCD 2010 (401 -8 SIGN POST AS NEEDED) CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 207, CASE C, W =27' INSTALL TRAIL GATE PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 1007 -B L c _o 0 3 M N M O N 0 N C 01 3 H !n U W N x I O V1