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HomeMy WebLinkAbout1790 VICINITY MAI mo� 5 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, -HE 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. OLE N JONES SENIOR APARTMENTS 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 19th STREET 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 W BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM STREET IMPROVEMENT PLANS FOR AMETHYST STREET a w HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. z o z 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING UJI_ �- > > DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA FROM 55 S / O LOMITA DRIVE TO 58 N O LA GRANDE STREET EASEMENT OR RIGHT OF WAY. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL z HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUBGRADE ELEVATION AND AT NOT MORE = w > w THAN 50.00 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED \ Q o AT WARPED OR VERTICAL CURVE AREAS. O Z a 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE = 1 CONSTRUCTED PRIOR TO PAVING. N.T.S. w 1 CON51FUCTION NOTE5 and 5-'I MAS of QUANTITIF5 : PLAN LEGEND 7COMPACTION TEST OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND � _ . Q ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT zF.F. FINISH FLOOR WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE a PLACEMENT OF BASE MATERIALS AND OR SURFACING. 1 SAWCUT AND REMOVE EXISTING A.C. PAVEMENT. 6,600 S F T.P.C.C. TOP OF PERIMETER CONCRETE CURB 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING i 2 REMOVE EXISTING COBBLE/P.C.C. CURB. 400 L.F. TC TOP OF CURB ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT 3a-REMOVE EXISTING P.C.C. WALK. 4,200 S.F. PAVING.FL FLOW LINE 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER BASELINE ROAD 4 REMOVE EXISTING TREE SUBJECT TO TREE REMOVAL PERMIT. CONTACT RANCHO CUCAMONGA PLANNING DIVISION. EA. P.C.C. PORTLAND CEMENT CONCRETE LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND 0__ EQUIVALENT OF AGGREGATE BASE. UNDERGROUND EXISTING OVERHEAD UTILITIES AND REMOVE POLE (BY OTHERS). L•S• TW TOP OF WALL 275 HP HIGH POINT 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE 6 REMOVE EXISTING P.C.C. DRIVE APPROACH. S.F. STRUCTURAL SECTIONS. 7O-CONSTRUCT 0.23' MIN. A.C. PAVEMENT OVER 0.33' MIN. AGGREGATE BASE. 6,300 S.F. FG DESIGN FINISH GRADE 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB- In FS DESIGN FINISH SURFACE GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS m 8 ADJUST EXISTING MANHOLE, WATER VALVE CAN & COVER, ETC. TO GRADE. 6 EA. OR DEPRESSIONS SHALL BE FILLED WITH A FINE MATERIAL OF QUALITY BETTER THAN THE NATIVE MATERIAL. �--� SHEET FLOW DRAINAGE v ( 9 CONSTRUCT 4' WIDE P.C.C. SIDEWALK PER RANCHO CUCAMONGA STD. DWG. NO. 103. 60 S.F. 12. IF THE ASPHALTIC CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR FLOWLINE USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE a 10 CONSTRUCT P.C.C. ACCESS RAMP PER RANCHO CUCAMONGA STD. DWG. NO. 102. 225 S.F. ® EXISTING IMPROVEMENT TO BE REMOVED FOR FULL PAVEMENT WIDTH PRIOR TO PAVING. 11 CONSTRUCT 8" CURB WITH 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 104, A2-8 260 L.F. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, PROPOSED A.C. PAVEMENT THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING 12 CONSTRUCT 6" P.C.C. CURB ONLY PER RANCHO CUCAMONGA STD. DWG. N0. 104, Al-6. 280 L.F. A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE EXISTING FIRE HYDRANT OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 13 CONSTRUCT P.C.C. DRIVE APPROACH PER RANCHO CUCAMONGA STD. DWG. N0. 101, TYPE C, 1 ,100 S.F. � 'R' AND 'W' AS NOTED ON PLAN. 14. EXISTING CHAIN LINK FENCE 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD DWG. NUMBERS 401-A & 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION. D14 CONSTRUCT P.C.C. CROSS GUTTER AND SPANDREL PER RANCHO CUCAMONGA STD. DWG. N0. 106-A. 500 S.F. EXISTING TREE STUMP 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF FOOTHILL ( ROUTE 66 ) BOULEVARD &-THE INSTALL 16,000 LUMEN H.P.S.V. STREET LIGHT BY S.C.E., PAID FOR AND COORDINATED BY (TO BE REMOVED) ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS CONTRACTOR. THE GENERAL CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. FACILITIES (I.E. CONDUITS, PULLBOXES, HANDHOLES, ETC.) AS REQUIRED BY S.C.E. 3 EA. EXISTING TREE 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT 16 COLD PLANE EXISTING A.C. PAVEMENT, DEPTH=0.10' MIN. 3,650 S.F. `�✓ EXISTING CACTUS PLANT(S) CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 17 CONSTRUCT 0.10' ARHM-GG PAVEMENT OVERLAY. 10, S.F. 17. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO (2) WORKING DAYS PRIOR TO EXISTING PALM TREE THE START OF CONSTRUCTION. a18 PROTECT EXISTING MANHOLE IN PLACE. 2 EA. N A PROPOSED 3:1 SLOPE 18. THE FINAL SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES 19a- 9 EXISTING WATER VALVE/METER TO BE REMOVED PER PROJECT PUBLIC SEWER & WATER PLANS. AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS INCLUDING GRADING a HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED 2O RELOCATE EXISTING POWER/TELEPHONE POLE (BY OTHERS). �' EA. TO THE SATISFACTION OF THE CITY ENGINEER. - a PLANT STREET TREE PER STREET TREE INSTALLATION NOTES AND TABLE HERE-ON. SEE TABLE PROPOSED GARDEN WALL AND PILASTER STREET TREE INSTALLATION NOTES. 19. CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO EXCAVATION. 1. ALL S'FEET TREES SHALL BE PLANTED AND STAKED ACCORDING TO CITY STANDARDS & SPECIFICATIONS 22 REPAINT 4" SKIP YELLOW CENTERLINE PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 133. L.S. ® COLD PLANE EXISTING A.C. PAVEMENT PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: AS PROXIMITY TO HARDSCAPE DICTATES, NO STREET TREE SHALL BE PLANTED WHERE L S A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 THE CENTER OF TRUNK IS CLOSER TO THREE FEET (3') TO THE FACE OF CURB, UNLESS 23 REPAINT 12" SOLID WHITE CROSSWALK LINE PER CALTRANS STD. PLAN A24E. EXISTING POWER TELEPHONE POLE MR. BOB STALLINGS OTHERWISE NOTED. AND NO STREET TREE SHALL BE PLANTED ANY CLOSER THAN 10' FROM FOR BASELINE ROAD CONSTRUCTION THE OUTSIDE DIAMETER OF ANY UNDERGROUND UTILITY, UNLESS OTHERWISE DIRECTED. 24 REPAINT PAVEMENT MARKING AS SHOWN PER CALTRANS STD. PLAN A24D. L.S. 2. PRIOR TO COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SUITABILITY/FERTILITY SOILS REPORT EXISTING GUY ANCHOR B. GENERAL TELEPHONE 1-800-483-3000 SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES C. SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES. MAY REQUIRE BACKFILL SOIL AMENDMENTS AS DETERMINED BY THE CITY INSPECTOR. THE ABOVE QUANTITIES ARE NOTED ON THIS PLAN BY THE ENGINEER SOLELY AS AN ESTIMATE EXISTING/PROPOSED WATER VALVE 216 N. EUCLID AVENUE 1-800-427-2000 COMM. 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE CITY ENGINEERING OF THE WORK REQUIRED FOR THE PROJECT. THE CONTRACTOR IS HERE-BY NOTIFIED TO PROVIDE ONTARIO, CA. 91762 DIVISION PRIOR TO AND AFTER STREET TREE INSTALLATION. A BID BASED ON HIS OWN DETERMINATION OF QUANTITIES AND A COMPLETE JOB. O EXISTING/PROPOSED SEWER MANHOLE 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. D. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 ❑W EXISTING WATER METER 9641 SAN BERNARDINO ROAD (909) 483-7440 ENGR. DEPT. RANCHO CUCAMONGA, CA. 91730 STREET SYMBOL & BOTANICAL NAME COMMON NAME MINIMUM SPACING SIZE QTY. METROPOLITAN WATER DISTRICT MWD GROW SPACE E. 700 N. MORENO AVENUE (MWD) (909) 593-7474 AMETHYST ST. ( � ) GEIGERA PARVIFLORA AUSTRALIAN WILLOW 5' CLEAR 20' O.C. 15 GAL. 12 -EXISTING SURVEY MONUMENTATION: LA VERNE, CA. 91750 I HERE-BY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED F. ADELPHIA COMMUNICATIONS 909) 481-1115 BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND 1205 DUPONT ST. PORTION OF REDHILL) ARE DESCRIBED AS FOLLOWS. NOTE REGARDING OVERHEAD UTILITIES: ONTARIO, CA. 91762 G. CHARTER COMMUNICATIONS 909 987-6275 MO DESCRIPTIONS: THE EXISTING OVERHEAD UTILITIES (TELECOMMUNICATIONS AND ELECTRICAL, EXCEPT FOR THE 66KV ELECTRICAL) ON 10808 FOOTHILL BLVD. #120 M9� 880-0222 THE PROJECT SIDE OF AMETHYST STREET SHALL BE UNDERGROUNDED ALONG THE ENTIRE PROJECT FRONTAGE, RANCHO CUCAMONGA, CA. 91730 � FOUND RAILROAD SPIKE PER M.B. EXTENDING TO THE FIRST POLE OFF SITE NORTH AND SOUTH OF THE PROJECT BOUNDARIES, PRIOR TO PUBLIC C.L. INTERSECTION AMETHYST AVENUEE AND LOMITA DRIVE.A , ACCEPTED AS IMPROVEMENT ACCEPTANCE OR OCCUPANCY, WHICHEVER OCCURS FIRST. 20. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE REFERENCED AND RESET ND❑ ALL SERVICES CROSSING AMETHYST STREET SHALL BE UNDERGROUNDED AT THE SAME TIME. THE DEVELOPER MAY PURSUANT TO BUSINESS AND PROFESSIONS CODE, SECTIONS 8700 TO 8805 (LAND SURVEYOR'S ACT). S C.L. INTERSECTION AMETHYST AVE. AND LA GRANDE STREET.B FOUND SPIKE AND WASHER, NO RECORD. ACCEPTED REQUEST A REIMBURSEMENT AGREEMENT TO RECOVER ONE HALF THE DIFFERENCE BETWEEN THE UNDERGROUNDING COST OF THE UTILITIES (ELECTRICAL) ON THE PROJECT SIDE OF THE STREET MINUS THOSE (TELECOMMUNICATIONS) ON THE OPPOSITE SIDE OF THE STREET FROM FUTURE DEVELOPMENT (REDEVELOPMENT) AS IT OCCURS ON THE OPPOSITE SIDE OF THE STREET. IF THE DEVELOPER FAILS TO SUBMIT FOR SAID REIMBURSEMENT AGREEMENT WITHIN BENCH MARK LEGEND: 6 MONTHS OF THE PUBLIC IMPROVEMENT BEING ACCEPTED BY THE CITY, ALL RIGHTS OF THE DEVELOPER TO REIMBURSE SHALL TERMINATE, IF ACROSS-THE-STREET UTILITIES ARE MORE EXPENSIVE TO UNDERGROUND THAN THOSE ON THE PROJECT SIDE, AN IN-LIEU FEE FOR ONE HALF THE DIFFERENCE BETWEEN THE TWO SHALL BE THE ELEVATIONS SHOWN HEREON ARE BASED ON SAN BERNARDINO COUNTY X DENOTES MONUMENT NODE, SEE PLAN(S) FOR LOCATION(S) PAID TO THE CITY PRIOR TO THE ISSUANCE OF BUILDING PERMITS. ROAD DEPARTMENT BENCHMARK NUMBER 33 DESCRIBED AS FOLLOWS: 1397.710' CHIZ SQUARE ON SOUTH END 3RD STEP, FRONT OF AMERICAN CAN CO. BLDG., EAST SIDE AMETHYST, NORTH OF LOMITA DRIVE. TEMPORARY BENCHMARK STEEL NUB ON 6" DIAMETER CONCRETE POST LOCATED ON THE NORTHWEST CORNER OF AMETHYST AND LOMITA WITH ELEVATION 1395.07 NOVC� -'O COMTP-,,AC-rO[,9, : 66.00' 3 33.00' 33.00 THE EXIS LV-L AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN } r ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO J 1J EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THESE PLANS ARE NOT INTENDED TO SHOW 3 EXISTING 23.5'± W LOCATIONS OF ELECTRICAL LINES, LANDSCAPE IRRIGATION LINES, ETC. THE CONTRACTOR SHALL TAKE DUE 11'1 VARIES 22'1 PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS. PROPOSED 22.00' 11.00' THE EXISTING UNDERGROUND UTILITIES AND SUBSTRUCTURES IDENTIFIED ON THESE PLANS WERE TAKEN FROM CITY W QRpFESS/pN AVAILABLE RECORDS AND SHOWN ACCORDINGLY. IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR 0.OVARIES,'MIN. 4.00 DESCRIPTION OF REVISION DATE APPROVED PUBLIC WORKS CONSTRUCTION PART 1 SECTION 5, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING z p q E UNDERGROUND SERVICE ALERT (OR CALTRANS ON STATE HIGHWAYS) TO IDENTIFY ALL EXISTING UTILITIES, 15'MAX. SEL ��F I/ CITY OF RANCHO CUCAMONGA WHETHER SHOWN ON THESE PLANS OR NOT, AND SHALL DETERMINE THEIR LOCATIONS & DEPTHS, Z w p y �, INCLUDING SERVICE CONNECTIONS WHICH MAY AFFECT OR BE AFFECTED BY ITS OPERATIONS PRIOR TO 1 z0.00' T, STARTING WORK ON THE PROJECT. IF CONFLICTING UTILITIES ARE NOT BROUGHT TO THE ENGINEER'S 17 R.C.E. 29224 �! FLAN AND PROFILE PRIOR TO THE START OF THE CONTRACTOR'S WORK, THE ENGINEER WILL NOT BE RESPONSIBLE o FOR ANY CHANGES, REVISIONS OR MODIFICATIONS. T16 17 9 EXISTING CdcG o , „ AMETHYST STREET ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS sT CIV it. �`P SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND _ _ 2'0 12 ATF OF CA��F% THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE _ _ _ - - - - - J-77 - "OCCUPATIONAL SAFETY AND HEALTH REGULATION' OF THE DEPARTMENT OF U.S. LABOR, AND WITH THE 1 _ _ - - - - - - - FROM 55'f SOUTH OF LOMITA DR. TO 58'1 NORTH OF LA GRANDE ST. STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS'. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS - 3 UNDERGROUND SERVICE ALERT: ` Dan Guerra ?pw La,t-oo8S_e DR 00-60 COMPLIANCE WITH THE "OCCUPATIONAL HEALTH AND SAFETY REGULATIONS" OF THE U.S. DEPARTMENT OF 1 2 LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAF=TY` e & ,1SSOGIateS APPROVED BY: DATE ORDERS". Call: Toll FREE --- CITY ENGINEER R.C.E. No. 24953 1 -800 CIVIL ENGINEERS • LAND SURVEYORS CONTRAC'CR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB 227-2600 10271-B TRADEMARK STREET DESIGN % RECOMMENCED AMETHYST AVE TYPICAL SECTION RANCHO CUCAMONGA.4306 CA 91-1 DGA = �= SITE CONDIT ONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED -0 PN (909)987-4,906 FAX (909)941-1528 r �r� Dan Guerra � NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER _ _ - - TWO WORKING DAYS BEFORE YOU DIG DRAWN �. , l SHEET AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE CJC �Ss�GlaleS N.T.S. 'CAUTION" Remember that the USA Center r PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF T.1. = 6 ���1 DGA 1 2 notifies only those utilities belonging to 0�► __ Oj'' THE OWNS:P OR ENGINEER. the center. There could be other utilities present at the work site. The center will EL E. UERRA DATE CHECKED DRAWING No. inform you of who(m) they will notify. R. .29224 EXP. 03- CITY CIVIL EW LAND SURVEYORS 1790 o M BENCH MARK -- loi THE VATIo ELE ONS SH WN H R0 E EON ARE AB SED ON SAN R BE NARDIN0 COUNTY ROAD DEPARTMENT BENCHMARK NUMBER 33 DESCRIBED AS FOLLOWS: 1397.710' ao po II ° CHIZ SQUARE ON SOUTH END 3RD STEP, FRONT OF AMERICAN CAN CO. BLDG., �' EAST SIDE AMETHYST, NORTH OF LOMITA DRIVE. M Im i N d M II r I � ° p TEMPORARY BENCHMARK EXISTING GAD 1 -1 ' E ST OF .L. STEEL NUB ON 6" DIAMETER CONCRETE POST LOCATED ON THE NORTHWEST M II F d CORNER OF AMETHYST AND LOMITA WITH ELEVATION 1395.07 Artj-- - N M II 2 o d o �lei IMi dt ° M d O> V) N OS N N � II �` $ ° n M N VI p OD go Ft 1 18.51 --- 100 a0 M v, II 'r 2 1 o N C" M U M N °o d M N V ° V) /� M m M II ►� 4� ° o rn M ml .� N N en � N N M II V) M O M ! N O O O Lo Lk! LL M o M II 6- 5 M I d M EAT F C.L. N II �- n � I I I+ _ — - N 1.8 % � M M M Q II' N .07° gof.. ' °° NCD �I ~ °° 6 ° 10.50% -PRO SED T.C. 22' RIGHT cn rn V - M a' • M v Z, _h m N M zl- W J '4 M N O O Ii p - (n LO M U 2• ° Z Ki Lj N + rn -PROPOSED .C. II ~ N M II II � ~'m ~ WWI z I 11 �n ~1 ° _ r: -PROPOSEDF.L. 12.57' B. N. I POINT c� N E ISTII G T.�. 2315'± �T. co II - - ° �� • - - ROP SED F.L. �! L` X - g 49�• _ _ M M LL- d Cc-:4> N I I Z I I I I 70.) 1 . 8% O O I U J -+_ - i �- -y N • ^ ISTI G .C. 2' +L! N O EAST-DF L. O Ck O) m In M ♦ O Tf II fY N r- �J J 0 II II EXI TIN F.L 32 - EAT 0 C.L. cn LL i - P OP ED �X-GbTTE� F. 1)ROF,ILE SCALES: 18 19 20 21 22 23 24 CONSTRUCTION NOTES HORIZ.: 1 "=30' VERT. : 1 "=3' a- 2 SAWCUT AND REMOVE EXISTING A.C. PAVEMENT. REMOVE EXISTING COBBLE/P.C.C. CURB. L� m I I I I 3O—REMOVE EXISTING P.C.C. WALK. Ln ( ( G4) REMOVE EXISTING TREE SUBJECT TO TREE REMOVAL PERMIT. CONTACT IRANCHO CUCAMONGA PLANNING DIVISION. D S UNDERGROUND EXISTING OVERHEAD UTILITIES AND REMOVE POLE (BY OTHERS). wO— I I �-'i I O m \ �-+ z T: 6 REMOVE EXISTING P.C.C. DRIVE APPROACH. 13 o I I m \ �--+' II I II co LA GR UE T. ( I 7 CONSTRUCT 0.23' A.C. PAVEMENT OVER 0.33' AGGREGATE BASE. I r- Of ori O I I Vr Q (/1 rn I � m I I J I z _ rn II it 'n OA CURVE DATA: o 8 ADJUST EXISTING WATER VALVE CAN/COVER TO GRADE. I _ , r v R-22.00 I p J \ I J Q M �, p > ®CURVE DATA- 9 CONSTRUCT 4' WIDE P.C.C. SIDEWALK PER RANCHO CUCAMONGA STD. DWG. NO. 103. to ti a v w I o o II D=89'27'08", I vi R=8.00' ck�II �� �c� - I o m oo V L=34.35 I + D=90'00'00" 10 CONSTRUCT P.C.C. ACCESS RAMP PER RANCHO CUCAMONGA STD. DWG. N0. 102. ../ d Li L=12.57' I oo Li W Z ®� o ❑ 11 CONSTRUCT 8" CURB WITH 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 104, A2-8.. 00 O L_ �`i M �, :/1 z 12 CONSTRUCT 6" P.C.C. CURB ONLY PER RANCHO CUCAMONGA STD. DWG. NO. 104, A11-6. a co W + II c9 1 $ 0 W 0 1. 1 + op / � U m II N M 23+50.34 B.C. o + � 13 CONSTRUCT P.C.C. DRIVE APPROACH PER RANCHO CUCAMONGA STD. DWG. NO. 101 TYPE C 1 A nN U v~i J AMETHYST ^�' N F- + ro po 4 22 N TC=1401.83,1 =1401.16 00 ® $ 22 K soh �'R' AND 'W' AS NOTED ON PLAN. 19+75.00 7 W - 22 1 g $ 24 04 O o in N N o + N N o N ' s �! N AVENIE e - -� 14 CONSTRUCT P.C.C. CROSS GUTTER AND SPANDREL PER RANCHO CUCAMONGA STD. DWG. N0. 106-A. S8 3„ _ - S 6 ! N } �.. _ ___ 15 INSTALL 16,000 LUMEN H.P.S.V. STREET LIGHT BY S.C.E., PAID FOR AND COORDINATED BY 1 ? THE CONTRACTOR. THE GENERAL CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. ® A_ - - .4 FACILITIES (I.E. CONDUITS, PULLBOXES, HANDHOLES, ETC.) AS REQUIRED BY S.C.E. - - - - - - - - - - - - - - - - - - - tet+: a Ips EXISTING ROCK a- E } - - - - COBBLE CURE , , / _ _ - __ _ 16 COLD PLANE EXISTING A.C. PAVEMENT, DEPTH=0.10' MIN. Al - - - - . . 1 _ �. �- �1 1 - -r�_ — X 1 . 1 _ _� r. _ �. i 1 7 CONSTRUCT 0.10' ARHM-GG PAVEMENT OVERLAY. T D _ r 24 - _ — r x 18 PROTECT EXISTING MANHOLE IN PLACE. ' --- -_ a Z 20 LO 6 N 6 12 21 �--� 21 12 9 - 9 5 21 1 3 A \ 19 EXISTING WATER VALVE/METER TO BE REMOVED PER PROJECT PUBLIC SEWER do WATER PLANS. M �., �Ki 3 5 6 1 V , rn $ TYP. I 1 9 I f 1 - 4 8 �� �, MOVE ISLE N LY w = w M rn L� ® r. B 10 20 �\ 20 RELOCATE EXISTING POWER/TELEPHONE POLE (BY OTHERS). � \ m aZ a M Z ®� _ -® - � I I I I r - - L_ I - - '� 12 ,� O C) OUT 0 RAMP p N J o r W m r I I INSTALL STREET TREE PER STREET TREE INSTALLATION NOTES AND TABLE, SHEET 1 OF 2. pQ W a�� imp �,� + L s �� I M y 3 W m w-�_ �, w� O L I I r� � - M� 01 C14 or '�o o \z,� z o a J �° m v 3 L - , N ( I ( + m "? ?r`! 22 REPAINT 4" SKIP YELLOW CENTERLINE PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 133. U N F I I I I M N N rrj rn w d Q M w o g v ( 1 5 I I I I N M °p J O O x O o ( ( 23 REPAINT 12" SOLID WHITE CROSSWALK LINE PER CALTRANS STD. PLAN A24E. \ ^� + 2� i w�� ,�; o Naz '� - - - - -` }- - Z _ - � I ir� I j - - - �- - -� _ 'It--t w� + o ( I© 1 1 15 i I � � II + ilii rn w�m + 1 I v U J + II II I 24 REPAINT PAVEMENT MARKING AS SHOWN PER CALTRANS STD. PLAN A24D. N OL J 54 sa I N 3 N,pQ ( / N IL� N OF- IJi 11 J REMOVE AND REINSTALL EXISTING REMOVE EXISTING R26A "NO PARKING ANY rl RELOCATE EXISTING N "STOP SIGN" SCHOOL SPEED LIMIT SIGN. TIME" SIGN AND POST AND REINSTALL SIGN AND W66 PEDESTRIAN CROSSING ON STREET LIGHT. SIGN TO NEW CURB RETURN. CITY NOTE REGARDING EXISTING LANE STRIPING: DESCRIPTION OF REVISION DATE NOTE -_ APPROVED CONTRACTOR SHALL REPAINT ALL EXISTING STREET LANE CURVE DATA: STRIPING AND LEGENDS DAMAGED DURING CONSTRUCTION CITY OF RANCHO CUCAMONGA AS REQUIRED BY AND TO THE SATISFACTION OF THE CITY RADIUS DELTA LENGTH OF RANCHO CUCAMONGA INSPECTOR. 22.00' 89.27'08" 34.35' PLAN AND PROFILE OB 8.00' 90'00'00" 12.57' AMETHYST STREET FROM 55't SOUTH OF LOMITA DR. TO 58't NORTH OF LA GRANDE ST. DR 00-60 Dan Guerra & Associates APPROVED BY: - DATE /PRpFESS/p �.. �� ��< `- CITY ENGINEER �`' � � �-�-�� R.C.E. No. 24953 / F CIVIL ENGINEERS • LAND SURVEYORS DESIGN ✓ REC NEED 1/0 10271-B TRADEMARK STREET z RANCHO CUCAMONGA, CA 9,730 D GA Dan Guerra rn PH (909)987-4,906 FAX (909)941-1528 I R.C.E. 29224 � -- R Associates 0 15 30 DRAWN DGA & • `�+sociates SHEET - �+ 22 SCALE 1"=30' STq clvl� OF TF OF CA��F�� DANT E. G ERRA ATE CHECKED CAVIL ENGINEERS • LAND SURVEYORSDRAWING No. R.C.E. 224 EXP. 03- 1 CITY 1790