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GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARD PLANS 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. 1 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 ANY 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 SUBGRADE ELEVATION AND AT NOT MORE THAN 50.00 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 TEST OF EMBANKMENT CONSTRUCTION, TRENCH BACK FILL, 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 TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY R- VALUE, 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. 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 FULL PAVEMENT WIDTH PRIOR TO PAVING. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ARE ONLY FOR THE CONVENIENCE OF THE CONTRACTOR, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF 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 NUMBERS 401A AND 4018 SHALL BE CONSTRUCTED AT EACH INTERSECTION 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE CONTRACTOR 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 IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 17. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO (2) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION. 18. THE FINAL SURFACE LAYER OF ASPHALT CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. 19, WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE REFERENCED AND RESET PURSUANT TO BUSINESS AND PROFESSIONS CODE , SECTIONS 8700 TO 8805 (LAND SURVEYOR'S ACT). 20. CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO EXCAVATION. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969 -7911 CONTACT MR. BOB STALLINGS FOR BASE LINE ROAD CONSTRUCTION B. VERIZON- _ (909) 469 -6340 C. SOUTHERN CALIFORNIA GAS COMPANY (909) 335 -7583 P.O. BOX 3003 REDLANDS, CA 92373 D. CUCAMONGA VALLEY WATER DISTRICT (909) 987 -2591 10440 ASHFORD STREET ENGR. DEPT. (909) 483 -7440 RANCHO CUCAMONGA, CA 91730 E. METROPOLITAN WATER DISTRICT (MWD) (909) 593 -7474 700 N. MORENO AVENUE LA VERNE, CA 91750 F. SPRINT - TRANSMISSION DEPARTMENT (909) 873 -8022 282 S. SYCAMORE AVENUE RIALTO, CALIFORNIA 92376 G. CHARTER COMMUNICATIONS CORPORATION (888) 438 -2427 4240 N. HALLMARK PARKWAY SAN BERNARDINO, CA 92407 H. SOUTHERN CALIFORNIA EDISON COMPANY (909) 987 -6585 7951 REDWOOD AVENUE (909) 880 -0222 FONTANA, CA 92336 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: MONUMENT DESCRIPTIONS: Fd. SPIKE & WASHER TAGGED R.C.E. 29224 IN LIEU OF P.K. NAIL & WASHER TAGGED L.S. 3186 PER TR. 15711 -2, M.B. 279/1 -5 & RCTB 24/57 ©Fd. SPIKE & WASHER TAGGED R.C.E. 29224 0.40' EAST PER P.M. 15641, P.M.B. 192193 -100 & DOCUMENT No. 2005- 0330807 D.R. & RCTB 24188 ©Fd. SPIKE & WASHER TAGGED R.C.E. 29224 0.39' EAST PER P.M. 15641, P.M.B. 192193 -100 & DOCUMENT No. 2005- 0330807 O.R. & RCTB 24188 ❑D Fd. SPIKE & WASHER TAGGED R.C.E. 29224 IN LIEU OF P.K. NAIL & WASHER TAGGED L.S. 3186 PER TR. 15711 M.B. 288180 -83 & RCTB 24/14 E. • �l 4.1.1. {� I,, R.C.E. 29224 Daniel E. Guerra Ca Date EXP 3/31/1y CIVIL / oP OF CP, NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THESE PLANS ARE NOT INTENDED TO SHOW LOCATIONS OF ELECTRICAL LINES, LANDSCAPE IRRIGATION LINES, ETC. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS. THE EXISTING UNDERGROUND UTILITIES AND SUBSTRUCTURES IDENTIFIED ON THESE PLANS WERE TAKEN FROM AVAILABLE RECORDS AND SHOWN ACCORDINGLY. IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART I SECTION 5, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING UNDERGROUND SERVICE ALERT (OR CALTRANS ON STATE HIGHWAYS) TO IDENTIFY ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, AND SHALL DETERMINE THEIR LOCATIONS & DEPTHS, INCLUDING SERVICE CONNECTIONS WHICH MAY AFFECT OR BE AFFECTED BY ITS OPERATIONS PRIOR TO STARTING WORK ON THE PROJECT. IF CONFLICTING UTILITIES ARE NOT BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO THE START OF THE CONTRACTOR'S WORK, THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY CHANGES, REVISIONS OR MODIFICATIONS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE DEPARTMENT OF U.S. LABOR, AND WITH THE 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 COMPLIANCE WITH THE "OCCUPATIONAL HEALTH AND SAFETY REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS ". CONTRACTOR FURTHER 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 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. CONSTRUCTION NOTES FOR STREET TREES 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. 2. PRIOR TO 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. PLAN LEGEND T.C. TOP OF CURB C.F. CURB FACE 4® SYMBOL BOTANICAL COMMON NAME GROW SPACE SPACING LIP OF GUTTER T.G. TOP OF GRATE INV. INVERT OF PIPE T.W. TOP OF WALL T. F. TOP OF FOOTING i ETIWANDA EUCALYPTUS SILVER II FINISH SURFACE F.G. FINISH GRADE GR. BRK. AVE POLYANTHEMOS GUM C.L. CENTERLINE R/W RIGHT -OF -WAY i MAGNOLIA GRANDIFLORA EA. EXISTING TREE TO BE REMOVED CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STD. PLAN 101, TYPE II X =3'. SEE TABLE FOR STATION & "W ". PROPOSED GRADED SLOPE EA. PROPOSED ASPHALT CONCRETE PAVING ON "MAJESTIC BEAUTY" FIRE HYDRANT EA. SHEET FLOW DRAINAGE PLANT STREET TREE PER STREET TREE INSTALLATION NOTES AND LEGEND HEREON. PLANT TREES PER CITY OF RANCHO CUCAMONGA STD. PLAN 502. EARTH SWALE AND DIRECTION OF FLOW iDRIVE GRADE WITH DIRECTION OF FLOW CORE 3" DIA. HOLE THROUGH CURB FACE AND INSTALL 3" DIA. CONTECH A -2000 P.V.C. DRAIN PIPE TO R /W. LAY P.V.C. PIPE AT 1.00% AND DRAIN THROUGH CURB. SEE DETAIL ON SHEET 4. 40/585 EA. /L. F. 13 CURB OPENING CATCH BASIN AND LOCAL DEPRESSION PER STORM DRAIN PLAN (SHEETS 7 AND 8). N/A 14 SAWCUT TO A CLEAN EDGE_ 825 L.F. 15 REMOVE EXISTING. L.S. 16 GRIND 0.12' MINIMUM. FLAME TREE S.F. 17 CONSTRUCT VARIABLE HEIGHT (10" TO 8" OR 6 ", SEE PLAN) COBBLE CURB AND 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 105 -B._ _ _ _ _ _ 165 L.F. 0-0.12' MIN. A.C. ARHM OVERLAY. 38,100 S.F. 19 CONSTRUCT P.C.C. CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 106 -A. _ _ THREE VINES GEIJIERA t•' 20 ® • CI 21 REMOVE EXISTING SIGN AND POST AND SALVAGE TO CITY YARD. 11 WILLOW 22 INSTALL 5800 LUMEN HPSV STREET LIGHT BY S.C.E. PAID FOR AND COORDINATED BY DEVELOPER. 14 EA. 23 INSTALL CURBSIDE DRAIN OUTLET PER CITY RANCHO CUCAMONGA STD. PLAN 107 -13. _ 1 EA. 24 - TRENCH AND INSTALL FIBER OPTIC CONDUITS PER DETAIL, SHEET 2 AND CITY OF RANCHO CUCAMONGA STD. PLAN 135. 690 i 25 CHINESE 1 EA. 26 INSTALL VAULT FOR FIBER OPTIC CONDUITS PER CITY OF RANCHO CUCAMONGA STD. PLAN 137. i EA. PISTACHE CONSTRUCT CONCRETE HEADER PER CITY OF RANCHO CUCAMONGA STD. PLAN 534. 39 L.F. STORM DRAIN IMPROVEMENTS CONSTRUCTION NOTES 51 INSTALL 24" R.C.P. STORM DRAIN, 2000 -D. 72 L.F. 52 PLAN LEGEND T.C. TOP OF CURB C.F. CURB FACE A.C. ASPHALT CONCRETE F.L. FLOWLINE LIP LIP OF GUTTER T.G. TOP OF GRATE INV. INVERT OF PIPE T.W. TOP OF WALL T. F. TOP OF FOOTING H.P. HIGH POINT F.S. FINISH SURFACE F.G. FINISH GRADE GR. BRK. GRADE BREAK F.F. FINISH FLOOR C.L. CENTERLINE R/W RIGHT -OF -WAY PT, POINT EA. EXISTING TREE TO BE REMOVED CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STD. PLAN 101, TYPE II X =3'. SEE TABLE FOR STATION & "W ". PROPOSED GRADED SLOPE EA. PROPOSED ASPHALT CONCRETE PAVING O° FIRE HYDRANT EA. SHEET FLOW DRAINAGE PLANT STREET TREE PER STREET TREE INSTALLATION NOTES AND LEGEND HEREON. PLANT TREES PER CITY OF RANCHO CUCAMONGA STD. PLAN 502. EARTH SWALE AND DIRECTION OF FLOW 3.80 % --- GRADE WITH DIRECTION OF FLOW EXISTING GRADE CONTOUR LINE 1332 PROPOSED GRADE CONTOUR LINE - - -0- - - - R.D. � aer. -ass EXISTING CHAIN -LINK FENCE PROPOSED CONCRETE BLOCK GARDEN WALL PROPOSED CONCRETE BLOCK RETAINING WALL PROPOSED DECORATIVE FENCE /WALL PER LANDSCAPE ARCHITECT'S PLANS ROOF DRAIN TRAFFIC SIGN EXISTING RETAINING WALL PROPOSED STORM DRAIN PROPOSED GRATED CATCH BASIN STREET PAPROVEMENTS CONSTRUCTION NOTES SHEET DESCRIPTION 1 1 CONSTRUCT 10" COBBLE CURB AND 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 105 -B. 482 L.F. ❑ CONSTRUCT P.C.C. 8" CURB AND 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, TYPE A2 -8. _ 512 L.F. 3� CONSTRUCT P.C.C. 6" CURB AND 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, TYPE A2 -6. 2,685 L.F. 4a- CONSTRUCT 1.5" ARHM OVER 4.5" A.C. PAVEMENT OVER 6" CRUSHED AGGREGATE BASE PER CITY OF RANCHO CUCAMONGA STD. PLAN 100 -A. 11.975 S.F. 55 CONSTRUCT 3" A.C. PAVEMENT OVER 4" CRUSHED AGGREGATE BASE PER CITY OF RANCHO CUCAMONGA STD. PLAN 100 -A.- 47,910 S.F. 6 - CONSTRUCT 4" P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 101 & 103. REFER TO TYPICAL SECTIONS AND PLAN FOR WIDTHS. 18,480 S.F. 0 - -- CONSTRUCT P.C.C. ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102. 7 EA. 80 - INSTALL 9500 LUMEN HPSV STREET LIGHT BY S.C.E.; PAID FOR AND COORDINATED BY DEVELOPER. 8 EA. 99 CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STD. PLAN 101, TYPE II X =3'. SEE TABLE FOR STATION & "W ". _ 43 EA. 10 RAISE TO FINISH GRADE. 24 EA. 11 PLANT STREET TREE PER STREET TREE INSTALLATION NOTES AND LEGEND HEREON. PLANT TREES PER CITY OF RANCHO CUCAMONGA STD. PLAN 502. SEE LEGEND 12 CORE 3" DIA. HOLE THROUGH CURB FACE AND INSTALL 3" DIA. CONTECH A -2000 P.V.C. DRAIN PIPE TO R /W. LAY P.V.C. PIPE AT 1.00% AND DRAIN THROUGH CURB. SEE DETAIL ON SHEET 4. 40/585 EA. /L. F. 13 CURB OPENING CATCH BASIN AND LOCAL DEPRESSION PER STORM DRAIN PLAN (SHEETS 7 AND 8). N/A 14 SAWCUT TO A CLEAN EDGE_ 825 L.F. 15 REMOVE EXISTING. L.S. 16 GRIND 0.12' MINIMUM. 20,050 S.F. 17 CONSTRUCT VARIABLE HEIGHT (10" TO 8" OR 6 ", SEE PLAN) COBBLE CURB AND 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 105 -B._ _ _ _ _ _ 165 L.F. 0-0.12' MIN. A.C. ARHM OVERLAY. 38,100 S.F. 19 CONSTRUCT P.C.C. CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 106 -A. _ _ 2,210 S.F. 20 CONSTRUCT P.C.C. VARIABLE HEIGHT (8" TO 6 ") CURB AND 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104. 111 L.F. 21 REMOVE EXISTING SIGN AND POST AND SALVAGE TO CITY YARD. 11 EA. 22 INSTALL 5800 LUMEN HPSV STREET LIGHT BY S.C.E. PAID FOR AND COORDINATED BY DEVELOPER. 14 EA. 23 INSTALL CURBSIDE DRAIN OUTLET PER CITY RANCHO CUCAMONGA STD. PLAN 107 -13. _ 1 EA. 24 - TRENCH AND INSTALL FIBER OPTIC CONDUITS PER DETAIL, SHEET 2 AND CITY OF RANCHO CUCAMONGA STD. PLAN 135. 690 L.F. 25 INSTALL END OF RUN MARKER FOR FIBER OPTIC CONDUITS PER CITY OF RANCHO CUCAMONGA STD. PLAN 136. 1 EA. 26 INSTALL VAULT FOR FIBER OPTIC CONDUITS PER CITY OF RANCHO CUCAMONGA STD. PLAN 137. 1 EA. 0__ CONSTRUCT CONCRETE HEADER PER CITY OF RANCHO CUCAMONGA STD. PLAN 534. 39 L.F. STORM DRAIN IMPROVEMENTS CONSTRUCTION NOTES 51 INSTALL 24" R.C.P. STORM DRAIN, 2000 -D. 72 L.F. 52 INSTALL BROOKS PRODUCTS 3636 CB 36 "x36" PRE -CAST CATCH BASIN WITH TRAFFIC RATED STEEL GRATES_ 3 EA. 53 CONSTRUCT MANHOLE No. 1 PER CITY OF RANCHO CUCAMONGA STD. PLAN 318. 1 EA. 54 CONSTRUCT MANHOLE No. 2 PER CITY OF RANCHO CUCAMONGA STD. PLAN 319. 1 EA. 55 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 300. SEE PLAN FOR "W" AND "V "._ 3 EA. 56 CONSTRUCT LOCAL DEPRESSION CASE "B" PER CITY OF RANCHO CUCAMONGA STD. PLAN 307_ 2 EA. 57 CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STD. PLAN 329. 1 EA. 58 REMOVE EXISTING HANCOR STORM DRAIN AND GRATED CATCH BASINS. L.S. 59 RECONSTRUCT EXISTING DROP MANHOLE. 1 EA. 0Eq60 CONSTRUCT JUNCTION STRUCTURE No. 2 PER CITY OF RANCHO CUCAMONGA STD. PLAN 331. 1 . 61 BREAK INTO EXISTING CURB OPENING CATCH BASIN AND CONNECT P.V.C. DRAIN PIPE. 2 EA. 62 CONSTRUCT LOCAL DEPRESSION CASE "A" PER CITY OF RANCHO CUCAMONGA STD. PLAN 307. 1 EA. 9L63 INSTALL 6" DIA. CONTECH A -2000 P.V.C. DRAIN PIPE. 42 .F. 64 INSTALL 6" DIA. CONTECH A -2000 P.V.C. DRAIN PIPE 1/8 (450) BEND. 1 EA. 65 INSTALL 30" R.C.P. STORM DRAIN, 2000 -D, 542 L.F. THE ABOVE QUANTITIES ARE NOTED ON THIS PLAN SOLELY AS AN ESTIMATE OF THE WORK REQUIRED FOR THE PROJECT. THE CONTRACTOR IS HEREBY NOTIFIED TO PROVIDE A BID BASED ON HIS OWN DETERMINATION OF QUANTITIES AND A COMPLETE JOB. ITEMS OF WORK NOT SPECIFICALLY NOTED ABOVE ARE INTENDED TO BE INCLUDED IN OTHER ITEMS OF WORK. ROAD BASELINE W y w FF�p 'a F� 0 z N.T.S. y W 1� TR. 15711 LLK AV PROJECT" PERDEW ELEMENTARY SITE SCHOOL W LL z a N W I FOOTHILL BOULEVARD VICINITY MAP N. T. S. PROJECT SHEET INDEX: PROJECT SHT. # SHEET DESCRIPTION 1 PROJECT TITLE SHEET 2 PLAN & PROFILE - ETIWANDA AVENUE 3 PLAN & PROFILE - MILLER AVENUE 4 PLAN & PROFILE - GRAPE HARVEST DRIVE 5 PLAN & PROFILE - THREE VINES PLACE 6 PLAN & PROFILE - CANOPY COURT 7 STORM DRAIN - LINE "A" 8 STORM DRAIN - LAT. "E -1" & LATERAL PROFILES 9 SIGNING & STRIPING PLAN - ETIWANDA AVE. & MILLER AVE. UNDERGROUND SERVICE ALERT: CALL TOLL FREE 1- 800 - 227 -2600 TWO WORKING DAYS BEFORE YOU DIG "CAUTION ": Remember that the USA Center notifies only those utilities belonging to the center. There could be other utilities present at the work site. The center will inform you of who(m) they will notify. It ,FES R.C.E. 29224 EXP. 3/31/11 Dan Guerra - > & Associates CIVIL ENGINEERS • LAND SURVEYORS 10271 -8 TRADEMARK STREET RANCHO CUCAMONGA. CA 91730 PH (909)987-4308 FAX (909)941 -1528 DANI E. OUERRA DATE R.C.E. 29224 EXP. PROJECT BENCHMARK: CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10046: DESCRIPTION: Fd. 2" BRASS DISK IN SOUTHERN CALIFORNIA EDISON CONC. TOWER BASE STAMPED "CITY OF RANCHO CUCAMONGA BM 10046 1987" ON EASTERLY SIDE OF EAST AVENUE 0.25 MILES NORTH OF FOOTHILL BOULEVARD, AT MOST WESTERLY TOWER BASE OF MIRA LOMA TOWER No. 223. ELEVATION: 1213.685 NOTE REGARDING EXISTING UTILITIES THE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS. THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND UTITLITIES (WHETHER SHOWN ON THESE PLANS OR NOT) TO VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION. L. 1 m M ei E': PROFILE SCALES : 4 A -- HORIZ. 1"=40' _ _ _ __ _ _ - - -----4- -1_— --�— ....._ -ti L - L A VERT. 1"=4' 17 18 19 20 21 22 23 24 25 26 L n Iti —NORTH � s ( — 1 �.. � L � �Y_ I F, — _ \ EXIST: 1 EMENTS PER DWG. SCALE: 1 -40' \_��: -L ��£3 "ET 3 Of 4f; \�, ta• 20 +5 88" ETIWARDA� /E - _ S Sta. 0 +00.00 C.L. GRAPE HARVEST DR FVICT IAAPPnV(- AACfJTC PAP nW(' 27 ys Std. 26 +0.\77 C.L. - E1 ate PROJECT BENCHMARK: CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10046: DESCRIPTION: Fd. 2" BRASS DISK IN SOUTHERN CALIFORNIA EDISON CONC. TOWER BASE STAMPED "CITY OF RANCHO CUCAMONGA BM 10046 1987" ON EASTERLY SIDE OF EAST AVENUE 0.25 MILES NORTH OF FOOTHILL BOULEVARD, AT MOST WESTERLY TOWER BASE OF MIRA LOMA TOWER No. 223. ELEVATION: 1213.685 A.C. C.A-B. z N TRENCH REPAIR PER CITY OF RANCHO CUCAMONGA STD. PLAN 120 CONCRETE SLURRY BEDDING AND BACKFILL - INSTALL (4) 4" SCH. 80 FIBER OPTIC CONDUITS (TYP.) INSTALL (3) 1.25" SMOOTH SCH. 40 OSP. (HDPE) INNERDUCTS IN BOTTOM 4" CONDUIT NOTES 1. CONTRACTOR WILL AFFIX THE TRACE WIRE ON THE OUTSIDE OF THE FOUR -INCH (4 ") CONDUIT. 2. CONTRACTOR WILL INSTALL A TRACE WIRE THE LENGTH OF THE CONDUIT AND ALL LATERAL CONDUIT RUNS. 3. THE VAULT COVER SHALL BE LABELED "RC FIBER." 4. BUTTERFLY DIAGRAM (AutoCAD) DELIVERABLES TO GIS AND IS TO UPDATE THE CITY OF RANCHO CUCAMONGA INFRASTRUCTURE INVENTORY. GRAPE HARVEST DR SEE SHEET 4 CONSTRUCTION NOTES DELTA RADIUS ARC LENGTH OA 87'38'30" O CONSTRUCT 10" COBBLE CURB AND 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 105 -B. 20 CONSTRUCT P.C.C. VARIABLE HEIGHT (8" TO 6 ") CURB AND 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104. 89'19'51" 35.00' 54.57' AND SALVAGE TO CITY YARD. CONSTRUCT 1.5" ARHM OVER 4.5" A.C. PAVEMENT OVER 6" CRUSHED AGGREGATE BASE PER CITY OF RANCHO CUCAMONGA 21 REMOVE EXIST. SIGN 22 INSTALL 5800 LUMEN HPSV STREET LIGHT BY S.C.E. PAID FOR AND COORDINATED BY DEVELOPER. O6 -- CONSTRUCT 4" P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 101 & 103. REFER TO TYPICAL SECTIONS AND PLAN FOR WIDTHS. 24 TRENCH AND INSTALL FIBER OPTIC CONDUITS PER DETAIL, SHEET 2 AND CITY OF RANCHO CUCAMONGA STD. PLAN 135. 7 CONSTRUCT P.C.C. ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102. 25 INSTALL END OF RUN MARKER FOR FIBER OPTIC CONDUITS PER CITY OF RANCHO CUCAMONGA STD. PLAN 136. — 0— INSTALL 9500 LUMEN HPSV STREET LIGHT BY S.C.E. PAID FOR AND COORDINATED BY DEVELOPER. 26 INSTALL VAULT FOR FIBER OPTIC CONDUITS PER CITY OF RANCHO CUCAMONGA STD. PLAN 137. 27 CONSTRUCT CONCRETE HEADER PER CITY OF RANCHO CUCAMONGA STD. PLAN 534. 10 0 RAISE TO FINISH GRADE. 11 PLANT STREET TREE PER STREET TREE INSTALLATION NOTES AND LEGEND, SHEET 1. PLANT TREES PER CITY OF RANCHO CUCAMONGA STD. PLAN 502. 13 CURB OPENING CATCH BASIN AND LOCAL DEPRESSION PER STORM DRAIN PLAN (SHEETS 7 AND 8). 14 SAWCUT TO A CLEAN EDGE. 05 17--- REMOVE EXISTING. 16 — . GRIND 0.12' MINIMUM. ", *SEE SHEET 6 OF 9 FOR TYPICAL SECTION* 07— CONSTRUCT VARIABLE HEIGHT (10" TO 8" OR 6 SEE PLAN) COBBLE CURB AND 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 105 -B. 18 0.12' MIN. ARHM OVERLAY. 19 CONSTRUCT P.C.C. CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 106 -A. Z-1 CURVE DATA TABLE NOTE: PROPERTY OWNERS OF LOTS WITH ETIWANDA AVENUE FRONTAGE (20, 21, 37, AND 38) SHALL MAINTAIN THE PRIVATE LANDSCAPING AND IRRIGATION SYSTEMS BETWEEN THE BACK OF CURB AND THE PUBLIC RIGHT OF WAY. PLANS FOR THESE AREAS SHALL BE REVIEWED AND APPROVED BY THE PLANNING DIVISION WITH THE EXCEPTION OF STREET TREES. ALSO, PROPERTY OWNERS OF CORNER SIDE YARD LOTS 1, 27, 31, AND 43 SHALL PRIVATELY MAINTAIN THEIR PROPOSED PARKWAYS AND PLANTING AREA BETWEEN THE BACK OF SIDEWALK AND PERIMETER WALLS. AVE ES TYPICAL FIBER OPTIC TRENCH NOT TO SCALE LEGEND GRIND 0.12' MINIMUM EXISTING (ASPHALT PAVEMENT, CONCRETE CURB, A.C. BERM, ETC.) TO BE REMOVED OARHM OVER A.C. PAVEMENT OVER CRUSHED AGGREGATE BASE D0.12' ARHM OVERLAY UNDERGROUND SERVICE ALERT: E � d, )' � Dan Guerra CALL TOLL FREE & Associates 1- 800 - 227 -2600 CMLENGINEERS • LAND SURVEYORS 10271 -B TRADEMARK STREET RANCHO CUCAMONGA, CA 91730 TWO WORKING DAYS BEFORE YOU DIG - - -P" I901�T E^ I9os >sa11s2e "CAUTION ": Remember that the USA Center notifies only those utilities belonging to 1 I� the center. There could be other utilities jE- present at the work site. The center will DM1I DATE inform you of who(m) they will notify. RC.E XP. 1 Stq %J tn 5t, +ZA by b41 11L r t� N DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA Plan & Profile Tract 18466 DRC 2011-00968 & 2012-01097 ROW 2013-00230 ETIWANDA AVENUE APPROVED BY: DATE S` -L Z3 CITY ENGINEER R.C.E. No. 53672 DESIGNS __ - -- __ -- - - RECOMMENp;�D DGA D Qn GtteNNq DRAWN ' : & ASSOCiateS SHE2 9 DGA OF CHECKED 10271 -B TRADEMARK STREET DRAWING No. RANCHO CUCAMONGA CALIFORNIA 91730 CITY PH (909) 967 -4306 FAX (909) 941 -1528 2329 DELTA RADIUS ARC LENGTH OA 87'38'30" 35.00 53.54' © 92'21'30" 35.00' 56.42' © 89'19'51" 35.00' 54.57' NOTE: PROPERTY OWNERS OF LOTS WITH ETIWANDA AVENUE FRONTAGE (20, 21, 37, AND 38) SHALL MAINTAIN THE PRIVATE LANDSCAPING AND IRRIGATION SYSTEMS BETWEEN THE BACK OF CURB AND THE PUBLIC RIGHT OF WAY. PLANS FOR THESE AREAS SHALL BE REVIEWED AND APPROVED BY THE PLANNING DIVISION WITH THE EXCEPTION OF STREET TREES. ALSO, PROPERTY OWNERS OF CORNER SIDE YARD LOTS 1, 27, 31, AND 43 SHALL PRIVATELY MAINTAIN THEIR PROPOSED PARKWAYS AND PLANTING AREA BETWEEN THE BACK OF SIDEWALK AND PERIMETER WALLS. AVE ES TYPICAL FIBER OPTIC TRENCH NOT TO SCALE LEGEND GRIND 0.12' MINIMUM EXISTING (ASPHALT PAVEMENT, CONCRETE CURB, A.C. BERM, ETC.) TO BE REMOVED OARHM OVER A.C. PAVEMENT OVER CRUSHED AGGREGATE BASE D0.12' ARHM OVERLAY UNDERGROUND SERVICE ALERT: E � d, )' � Dan Guerra CALL TOLL FREE & Associates 1- 800 - 227 -2600 CMLENGINEERS • LAND SURVEYORS 10271 -B TRADEMARK STREET RANCHO CUCAMONGA, CA 91730 TWO WORKING DAYS BEFORE YOU DIG - - -P" I901�T E^ I9os >sa11s2e "CAUTION ": Remember that the USA Center notifies only those utilities belonging to 1 I� the center. There could be other utilities jE- present at the work site. The center will DM1I DATE inform you of who(m) they will notify. RC.E XP. 1 Stq %J tn 5t, +ZA by b41 11L r t� N DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA Plan & Profile Tract 18466 DRC 2011-00968 & 2012-01097 ROW 2013-00230 ETIWANDA AVENUE APPROVED BY: DATE S` -L Z3 CITY ENGINEER R.C.E. No. 53672 DESIGNS __ - -- __ -- - - RECOMMENp;�D DGA D Qn GtteNNq DRAWN ' : & ASSOCiateS SHE2 9 DGA OF CHECKED 10271 -B TRADEMARK STREET DRAWING No. RANCHO CUCAMONGA CALIFORNIA 91730 CITY PH (909) 967 -4306 FAX (909) 941 -1528 2329 0 13 PROFILE SCALES: HORIZ. 1"=40' VERT. 1 " =4' r� 0 ETIWANDA AVENUE SEE SHEET 2 CONSTRUCTION NOTES �J b M N 1 4 E e+ I F.SI 3 F. 0 Mme', a N EXISTING rOP OF F. SEE SHEET 5 2Q— CONSTRUCT P.C.C. 8" CURB AND 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, TYPE A2 -8. MIN. OVERLAY 17 CONSTRUCT VARIABLE HEIGHT (10" TO 8" OR 6 ", SEE PLAN) COBBLE CURB AND 24" GUTTER PER CITY OF RANCHO OVER 6" CRUSHED BASE TYPICAL SECTION MILLER AVENUE © CUCAMONGA STD. PLAN 105 -B. 54.57' CONSTRUCT 1.5" ARHM OVER 4.5" A.C. PAVEMENT OVER 6" CRUSHED AGGREGATE BASE PER CITY OF RANCHO CUCAMONGA 18 0.12' MIN. ARHM OVERLAY. STD. PLAN 100 -A. 19 CONSTRUCT P.C.C. CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 106 -A. CONSTRUCT 4" P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 101 & 103. REFER FOR WIDTHS. TO TYPICAL SECTIONS 20 CONSTRUCT P.C.C. VARIABLE HEIGHT (8" TO 6 ") CURB AND 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104. O7 AND PLAN CONSTRUCT P.C.C. ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102. 21 REMOVE EXIST. SIGN AND SALVAGE TO CITY YARD. Ba— INSTALL 9500 LUMEN HPSV STREET LIGHT BY S.C.E.; PAID FOR AND COORDINATED BY DEVELOPER. 10 RAISE TO FINISH GRADE. 11 PLANT STREET TREE PER STREET TREE INSTALLATION NOTES AND LEGEND, SHEET 1. PLANT TREES PER CITY OF RANCHO CUCAMONGA STD. PLAN 502. 12 CORE 3" DIA. HOLE THROUGH CURB FACE AND INSTALL 3" DIA. CONTECH A -2000 P.V.C. DRAIN PIPE TO R /W. LAY P.V.C. PIPE AT 1.00% AND DRAIN THROUGH CURB. SEE DETAIL ON SHEET 4. 14 SAWCUT TO A CLEAN EDGE. 15 REMOVE EXISTING. 16 GRIND 0.12' MINIMUM. -Ir! n I �—L 52 i II 53 x f7 -EXISTING IMPROVEMENTS PER DWG. No. 1693 nnnirnr curr-r rn nr e� U { �N w� IMPROVEMENTS TO PROJECT BENCHMARK: CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10046: DESCRIPTION: Fd. 2" BRASS DISK IN SOUTHERN CALIFORNIA EDISON CONC. TOWER BASE STAMPED "CITY OF RANCHO CUCAMONGA BM 10046 1987" ON EASTERLY SIDE OF EAST AVENUE 0.25 MILES NORTH OF FOOTHILL BOULEVARD, AT MOST WESTERLY TOWER BASE OF MIRA LOMA TOWER No. 223. ELEVATION: 1213.685 NOTE REGARDING EXISTING UTILITIES THE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS. THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND UTITLITIES (WHETHER SHOWN ON THESE PLANS OR NOT) TO VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION. Vmgzi GRIND 0.12' MINIMUM v EXISTING (ASPHALT PAVEMENT, CONCRETE CURB, A.C. BERM, ETC.) TO BE REMOVED DARHM OVER A.C. PAVEMENT OVER CRUSHED AGGREGATE BASE O0.12' A.C. ARHM OVERLAY 27 I- Or 0 Z i SCALE: 1 " =40' - VARIES: 50' MIN., 65' MAX. 3 32' MIN., 43' MAX. 12' 4 GRIND 0.12' MIN. 0.12' MIN. OVERLAY OA 0.12' ARHM OVER 4.8" A.C. - .. 35.00' OVER 6" CRUSHED BASE TYPICAL SECTION MILLER AVENUE SCALE: 1 " =10' .C.C. SIDEWALK 8" P.C.C. CURB & 24" GUTTER CURVE DATA TABLE ?,OF ES w rn R.C.E. 29224 z EXP. 3/31/15 �Pq CIV I� ���� �TF OF CAFtFO� UNDERGROUND SERVICE ALERT: k Dan Guerra CALL TOLL FREE & ,Associates 1- 800 - 227 -2600 CNILENGINEERS • LAND SURVEYORS 10271 -B TRADEMARK STREET RANCHO CUCAMONGA. CA 91730 TWO WORKING DAYS BEFORE YOU DIG PH (9o9) ss7 Iaos FAx (909) 941-1628 "CAUTION ": Remember that the USA Center notifies only those utilities belonging to J the center. There could be other utilities _�Te�'11 �1 present at the work site. The center will DAME E. GU *DATE inform you of who(m) they will notify. R.C.E. 4 EXP. 1 -�� r I•catca 7tvcaf- L jk* -, -Fr-ft sty Otid j-'M �y y DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA Plan & Profile Tract 18466 I)RC 2011 - 00968 & 2012 - 01997 ROW 2013 - 00230 MILLER AVENUE APPROVED BY: DATE CITY ENGINEER R.C.E. No. 53672 DESIGN �> __ -_ -- ___ -- RECOM E ED DGA D av► GUe -eect f DRAWN DGA - -_ & AssOClates SHEET 3 9 OF CHECKED 10271 -8 TRADEMARK STREET DRAWING No. CALIFORA 91 CITY PH (909) 987 -4306 FAX () 99411 - 15287 2329 DELTA RADIUS ARC LENGTH OA 89'19'51" 35.00' 54.57' © 92'06'05" 35.00' 56.26' © 89'19'51" 35.00' 54.57' ?,OF ES w rn R.C.E. 29224 z EXP. 3/31/15 �Pq CIV I� ���� �TF OF CAFtFO� UNDERGROUND SERVICE ALERT: k Dan Guerra CALL TOLL FREE & ,Associates 1- 800 - 227 -2600 CNILENGINEERS • LAND SURVEYORS 10271 -B TRADEMARK STREET RANCHO CUCAMONGA. CA 91730 TWO WORKING DAYS BEFORE YOU DIG PH (9o9) ss7 Iaos FAx (909) 941-1628 "CAUTION ": Remember that the USA Center notifies only those utilities belonging to J the center. There could be other utilities _�Te�'11 �1 present at the work site. The center will DAME E. GU *DATE inform you of who(m) they will notify. R.C.E. 4 EXP. 1 -�� r I•catca 7tvcaf- L jk* -, -Fr-ft sty Otid j-'M �y y DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA Plan & Profile Tract 18466 I)RC 2011 - 00968 & 2012 - 01997 ROW 2013 - 00230 MILLER AVENUE APPROVED BY: DATE CITY ENGINEER R.C.E. No. 53672 DESIGN �> __ -_ -- ___ -- RECOM E ED DGA D av► GUe -eect f DRAWN DGA - -_ & AssOClates SHEET 3 9 OF CHECKED 10271 -8 TRADEMARK STREET DRAWING No. CALIFORA 91 CITY PH (909) 987 -4306 FAX () 99411 - 15287 2329 •W• Q •W• v v F. V,C. 22 W J OF M_ F PIA mr] OF vi PROJECT BENCHMARK: CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10046: DESCRIPTION: Fd. 2" BRASS DISK IN SOUTHERN CALIFORNIA EDISON CONC. TOWER BASE STAMPED "CITY OF RANCHO CUCAMONGA BM 10046 1987" ON EASTERLY SIDE OF EAST AVENUE 0.25 MILES NORTH OF FOOTHILL BOULEVARD, AT MOST WESTERLY TOWER BASE OF MIRA LOMA TOWER No. 223. ELEVATION: 1213.685 NOTE REGARDING EXISTING UTILITIES THE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND UTITLITIES (WHETHER SHOWN ON THESE PLANS OR NOT) TO VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION. LEGEND GRIND 0.12' MINIMUM EXISTING (ASPHALT PAVEMENT, CONCRETE CURB, A.C. BERM, ETC.) k TO BE REMOVED 3„ A.C. PAVEMENT OVER 4" CRUSHED AGGREGATE BASE CURVE DATA TABLE t t + - _ ±.: r - DELTA RADIUS ARC LENGTH PROPOSED: GUI�TER L� F. f *6 4 1 -i -- + + + - + + - ' - t� - I ± 89'19'51" 27.00' 42.10' PROPOSED OUT1ER f_L. �+ r + t C 87'38'30" 35.00' 53.54' + T D 10'00'00" 102.00' 17.80' t + 1 + + OE 10'00'00" 90.00' 15.71' PROFILE SCALES: + -_;_ } + ' +__ + + + + .___. t- + ____ -' - �- t ' -__+ -ter - +,� r + _- - - - t +T+ __ +- + -__- 4 -- } - +_- __ + - -.T;, r HORIZ. 1 " =40, 109-19'51 1 - -� - __ F 58 00 10 67 — -, — }— } G 109'19'51" 70.00' 133.57' VERT. 1 " =4' — \�— Z C, SCALE: i =40' Sta. 20 +N4.]BJC.L. ETIWANL E u Sta. 0+066 C.L. GRAPE HARVES R Q v \/ \, _4\ �) Iz w kp ¢ w LU CONSTRUCTION NOTES 1 2 3 4 5 6 CONSTRUCT P.C.C. 6" CURB AND 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, TYPE A2 -6. 55 CONSTRUCT 3" A.C. PAVEMENT OVER 4" CRUSHED AGGREGATE BASE PER CITY OF RANCHO CUCAMONGA STD. PLAN 100 -A. 6O— CONSTRUCT 4" P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 101 & 103. REFER TO TYPICAL SECTIONS AND PLAN FOR WIDTHS. 0— CONSTRUCT P.C.C. ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102. 99 CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STD. PLAN 101, TYPE R -1; X =3'. SEE PLAN FOR "W ". 10 RAISE TO FINISH GRADE. 11 PLANT STREET TREE PER STREET TREE INSTALLATION NOTES AND LEGEND, SHEET 1. PLANT TREES PER CITY OF RANCHO CUCAMONGA STD. PLAN 502. 12 CORE 3" DIA. HOLE THROUGH CURB FACE AND INSTALL 3" DIA. CONTECH A -2000 P.V.C. DRAIN PIPE TO R /W. LAY P.V.C. PIPE AT 1.00% AND DRAIN THROUGH CURB. SEE DETAIL HEREON. 13 CURB OPENING CATCH BASIN AND LOCAL DEPRESSION PER STORM DRAIN PLAN (SHEETS 7 AND 8). 17 CONSTRUCT VARIABLE HEIGHT (10" TO 8" OR 6 ", SEE PLAN) COBBLE CURB AND 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 105 -8. 22 INSTALL 5800 LUMEN HPSV STREET LIGHT BY S.C.E. PAID FOR AND COORDINATED BY DEVELOPER. 47 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD. PLAN 401 -A & 401 -B. THREE VINES PLACE SEE SHEET 5 PROPOSED STORM DRAIN SEE SHEET 7 PROPOSED SEWER PER PUBLIC SEWER PLAN 3 aY Lot # STATION ® C.L. DRIVE APPROACH WIDTH 11 Cb. Sto. 5 +57.79 14' 12 Cb. Sto. 5 +25.81 16' 13 Cb. Sta. 4 +65.38 16' 14 1 4 +28.88 16' 15 3 +64.63 16' 16 3 +28.88 16' 17 2 +60.38 16' 18 2 +18.96 16' 19 1 +49.63 16' 20 1 +03.88 16' 21 1 +14.97 16' 22 1 +70.87 16' 23 2 +44.45 16' 24 2 +85.87 16' 25 3 +50.12 1 16' 26 3 +86.62 1 16' UNDERGROUND SERVICE ALERT: CALL TOLL FREE 1- 800 -227 -2600 TWO WORKING DAYS BEFORE YOU DIG "CAUTION ": Remember that the USA Center notifies only those utilities belonging to the center. There could be other utilities present at the work site. The center will inform you of who(m) they will notify. l � z o m R.C.E. 29224 A EXP. 3/31 /1S + `ST CIVIL \re OF CALIF °�� Dan 6verra & ssociates -- CIVILENGINEERS • LAND SURVEYORS 10271 -B TRADEMARK STREET RANCHO CUCAMONGA, CA 91730 PH (909)987-x306 FAX (909)941 -1528 DANI L E. GUERRA DATE R.C. 29224 EXP. 31 -1$ -- -PER PROJECT PRECISE 12' GRADING PLAN DESCRIPTION OF REVISION DATE CITY PRO APPROVED CITY OF RANCHO CUCAMONGA I CORE HOLE TO BE SLIGHTLY LARGER THAN O.D. OF PIPE P.C.C. SIDEWALK Plan & Profile 2 %-- 112" LIP Tract 18466 *SEE SHEET 6 OF 9 FOR TYPICAL SECTION* DRC 2011-00968 & 2012-01097 ROW 2013-002,30 ENO PIPE 1" MIN. IN 3" P.V.C. SCH. 40 0 1% SLOPE PLACED WITH MARKINGS VISIBLE. FROM BACK OF CURB GRAPE HARVEST DRIVE APPROVED BY: DATE s7-- 6-13 CITY ENGINEER R.C.E. No. 53672 INSPECTION EXT. 4010 REQUIRED BEFORE (CITY ENGINEERING BACKFILLING. CALL DIVISION) WITH 24 909 - 477 -2740 HRS ADVANCE NOTICE. DESIGN Ica Gt4 RECOM E ED f> CURB CORE & 3 P.V.C. PIPE DETAIL QDa]h ',$$OCIQte$ - ,f� - OC DRAWN DGa SHEET 4 OF 9 10271 -B TRADEMARK STREET RANCHO CUCAMONGA CALIFORNIA 91730', PH (909) 967-4306 FAX (909) 941 -1528 NOT TO SCALE CHECKED CITY DRAWING No. 2329 v _2 .... .v. PROFILE SCALES: HORIZ. 1 " =40' VERT. I"=4' 17 NORTH 13 SCALE: 1 " =40' --- -- 12 = Sta. 5 Ci E vi m s 6 5 GRAPE HARVEST DRIVE SEE SHEET 4 T75i 1.7>/� ct r\ + 27 I 28 fit\ OI N tn.tn i V ° TYP. =4' 1 570 A {ul 6 ti U biro nt I ., x x h w TC28.2 I �p F.S. FL27.77 5 N 00 6' 3" E 28.53 C27. 28.25 TC TC28.55 FL 27 7 11 �� c 9 1 H/ 9 1 6 F � TYP. �, W =4' 1 PROPOSED SEWER PERI m i PUBLIC SEWER PLAN Nl� vrn I 10 I y.h f O N 8 PROPOSED STORM DRAIN' 9 + ci SEE SHEET 7 UN i I U.N i I OFIC - I- N 29 4 I I aY �X x p A ( x x _ TYP ,6 o o m I T H R LIE �1 7 I I r r ' I I � 1 1 CONSTRUCTION NOTES 3a -- CONSTRUCT P.C.C. 6" CURB AND 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, TYPE A2 -6. O5 - -- CONSTRUCT 3" A.C. PAVEMENT OVER 4" CRUSHED AGGREGATE BASE PER CITY OF RANCHO CUCAMONGA STD. PLAN 100 -A. 6O- CONSTRUCT 4" P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 101 & 103. REFER TO TYPICAL SECTIONS AND PLAN FOR WIDTHS. CONSTRUCT P.C.C. ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102. 99 CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STD. PLAN 101, TYPE R -1; X =3'. SEE PLAN FOR "W" 10 RAISE TO FINISH GRADE. 11 PLANT STREET TREE PER STREET TREE INSTALLATION NOTES AND LEGEND, SHEET 1. PLANT TREES PER CITY OF RANCHO CUCAMONGA STD. PLAN 502. 12 CORE 3" DIA. HOLE THROUGH CURB FACE AND INSTALL 3" DIA. CONTECH A -2000 P.V.C. DRAIN PIPE TO R /W. LAY P.V.C. PIPE AT 1.00% AND DRAIN THROUGH CURB. SEE DETAIL ON SHEET 4. 19 CONSTRUCT P.C.C. CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 106 -A. 20 CONSTRUCT P.C.C. VARIABLE HEIGHT (8" TO 6 ") CURB AND 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104. Q &_ INSTALL 5800 LUMEN HPSV STREET LIGHT BY S.C.E.; PAID FOR AND COORDINATED BY DEVELOPER. 24 CONSTRUCT MEDIUM CAPACITY CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STD. PLAN 107 -B. 47 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD. PLAN 401 -A & 401 -B. V. elY� ci 3 i V� , N 1 � I U W 30®; 31 + M t N TYP. I I 6 i I I x roll 2 CANOPY COURT SEE SHEET 6 UI I "tip' IF I x N N w- 0 n n, w, C aox FL39.54 N 00'36'13" It, U_ F. 1 0 42 LU 1 r N w 43 +� TYP. z - - v W w -4, o 11 ��I °v 1 ch� 6 1 C44. 13 fl u Is M �H.P.FL43.63 dim I J L )� } 10 p gq, Sta. 5 +5 9 C ' . LERAVE vi 4 -- Sta 0 +00 00 C L TH EE VINE H.P. 04!`,95 'C. L_- FL42.19 Im 1 h43.97 ImF'L43.95 0 -' TC42.69 T�4�4. 9 i TC44.29 TC44.241..0 ' ° w FL42.19 i F 43 9 I 43.79 FL433 4f _ - x 3;HPTC44361 a AIv FL43.86 6 v I V V� , N N+ 1 1 L LZ f 0.5' -_ --0.5' - TYPICAL SECTION - GRAPE HARVEST DRIVE, THREE VINES PLACE & CANOPY COURT SCALE: 1 " =10' CT CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10046: DESCRIPTION: Ed. 2" BRASS DISK IN SOUTHERN CALIFORNIA EDISON CONC. TOWER BASE STAMPED "CITY OF RANCHO CUCAMONGA BM 10046 1987" ON EASTERLY SIDE OF EAST AVENUE 0.25 MILES NORTH OF FOOTHILL BOULEVARD, AT MOST WESTERLY TOWER BASE OF MIRA LOMA TOWER No. 223. ELEVATION: 1213.685 NOTE REGARDING EXISTING UTILITIES THE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS. THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND UTITLITIES (WHETHER SHOWN ON THESE PLANS OR NOT) TO VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION. LEGEND GRIND 0.12' MINIMUM ' EXISTING (ASPHALT PAVEMENT, CONCRETE CURB, A.C. BERM, ETC.) XIx TO BE REMOVED 3„ A.C. PAVEMENT OVER 4" CRUSHED AGGREGATE BASE .W. STATION ® C.L. Lot # DRIVE APPROACH WIDTH 1 0+92.57 16 2 1 +29.07 16' 3 1 +78.99 16' 4 2 +43.24 16' 5 2 +79.74 16' 6 3 +38.99 16' 7 4 +03.24 16' 8 4 +39.74 16' 9 Cb. Sto. 4 +95.37 16' 10 Cb. Sta, 5 +38.82 14' 27 1 +14.97 16' 28 1 +70.87 16' 29 2 +44.45 16' 30 2 +85.87 16' 31 3 +50.12 6' J PROPOSE 30" R.C.P. STORM PROPOSE 8" V.C.P. SEWER SECTION X- X _ SCALE: 1 " =5' CURVE DATA TABLE DELTA RADIUS ARC LENGTH OA 89. 19'51 " 27.00' 42.10' © 90'00'00" 27.00' 42.41' © 90'00'00" 27.00' 42.41' OD 92'06'05" 35.00' 56.26' OE 109'19'51" 58.00' 110.67' ( 109'19'51" 70.00' 1 33.57' © 10'00'00" 102.00' 17.80' OH 10'00'00" 90.00' 15.71' UI 89'19'51" 35.00' 54.57' FES ..29224 . C E EXP3/3tCV IV ,��R Tf OF CAV_ UNDERGROUND SERVICE ALERT: t Dan 6tAe_l e � o' CALL TOLL FREE & Associates 1- $00-227-2600 CIVILENGINEERS • LAND SURVEYORS 10271 -8 TRADEMARK STREET RANCHO CUCAMONGA, CA 91730 PH (909) 987.4306 FAX (909) 941 -1528 TWO WORKING DAYS BEFORE YOU DIG - - - "CAUTION ": Remember that the USA Center notifies only those utilities belonging to the center. There could be other utilities .- present at the work site. The center will DAN L E GU ATE inform you of who(m) they will notify. R.C. 29224 03$1-tf DESCRIPTION OF REVISION I DATE I APPROVED CITY OF RANCHO CUCAMONGA Plan & Profile Tract 18466 DRC 2011 - 00968 & 2012 - 01097 ROW 2013 - 00230 THREE VINES PLACE APPROVED BY: DATE C -13 CITY ENGINEER R.C.E. No. 53672 DESIGN _ -- -- _ -- - - RECOMME ED DGA D�� Q cal Gl tel"Na DRAWN !. OC ,ASSOCIGite$ SHEET DGA - - rJ of 9 CHECKED 10271 -B TRADEMARK STREET DRAWING No. RANCHO CUCAMONGA CALIFORNIA 91730 CITY PH (909) 987 -4306 FAX (909)941 -1528 2329 J PROPOSE 30" R.C.P. STORM PROPOSE 8" V.C.P. SEWER SECTION X- X _ SCALE: 1 " =5' CURVE DATA TABLE DELTA RADIUS ARC LENGTH OA 89. 19'51 " 27.00' 42.10' © 90'00'00" 27.00' 42.41' © 90'00'00" 27.00' 42.41' OD 92'06'05" 35.00' 56.26' OE 109'19'51" 58.00' 110.67' ( 109'19'51" 70.00' 1 33.57' © 10'00'00" 102.00' 17.80' OH 10'00'00" 90.00' 15.71' UI 89'19'51" 35.00' 54.57' FES ..29224 . C E EXP3/3tCV IV ,��R Tf OF CAV_ UNDERGROUND SERVICE ALERT: t Dan 6tAe_l e � o' CALL TOLL FREE & Associates 1- $00-227-2600 CIVILENGINEERS • LAND SURVEYORS 10271 -8 TRADEMARK STREET RANCHO CUCAMONGA, CA 91730 PH (909) 987.4306 FAX (909) 941 -1528 TWO WORKING DAYS BEFORE YOU DIG - - - "CAUTION ": Remember that the USA Center notifies only those utilities belonging to the center. There could be other utilities .- present at the work site. The center will DAN L E GU ATE inform you of who(m) they will notify. R.C. 29224 03$1-tf DESCRIPTION OF REVISION I DATE I APPROVED CITY OF RANCHO CUCAMONGA Plan & Profile Tract 18466 DRC 2011 - 00968 & 2012 - 01097 ROW 2013 - 00230 THREE VINES PLACE APPROVED BY: DATE C -13 CITY ENGINEER R.C.E. No. 53672 DESIGN _ -- -- _ -- - - RECOMME ED DGA D�� Q cal Gl tel"Na DRAWN !. OC ,ASSOCIGite$ SHEET DGA - - rJ of 9 CHECKED 10271 -B TRADEMARK STREET DRAWING No. RANCHO CUCAMONGA CALIFORNIA 91730 CITY PH (909) 987 -4306 FAX (909)941 -1528 2329 FES ..29224 . C E EXP3/3tCV IV ,��R Tf OF CAV_ UNDERGROUND SERVICE ALERT: t Dan 6tAe_l e � o' CALL TOLL FREE & Associates 1- $00-227-2600 CIVILENGINEERS • LAND SURVEYORS 10271 -8 TRADEMARK STREET RANCHO CUCAMONGA, CA 91730 PH (909) 987.4306 FAX (909) 941 -1528 TWO WORKING DAYS BEFORE YOU DIG - - - "CAUTION ": Remember that the USA Center notifies only those utilities belonging to the center. There could be other utilities .- present at the work site. The center will DAN L E GU ATE inform you of who(m) they will notify. R.C. 29224 03$1-tf DESCRIPTION OF REVISION I DATE I APPROVED CITY OF RANCHO CUCAMONGA Plan & Profile Tract 18466 DRC 2011 - 00968 & 2012 - 01097 ROW 2013 - 00230 THREE VINES PLACE APPROVED BY: DATE C -13 CITY ENGINEER R.C.E. No. 53672 DESIGN _ -- -- _ -- - - RECOMME ED DGA D�� Q cal Gl tel"Na DRAWN !. OC ,ASSOCIGite$ SHEET DGA - - rJ of 9 CHECKED 10271 -B TRADEMARK STREET DRAWING No. RANCHO CUCAMONGA CALIFORNIA 91730 CITY PH (909) 987 -4306 FAX (909)941 -1528 2329 F .V. I PROFILE SCALES: HORIZ. I"=40' VERT. 1 " =4' Lot # STATION ® C.L. DRIVE APPROACH WIDTH 32 1 +80.53 16' 33 2 +23.20 16' 34 Cb. Sta. 2 +79.55 16' 35 Cb. Sta. 3 +40.35 16' 36 Cb. Sta, 3 +97.48 14' 37 Cb. Sta, 4 +20.51 14' 38 Cb. Sta, 4 +17.46 14' 39 Cb. Sto. 3 +16.04 16' 40 2 +52.32 16' 41 1 +87.56 16' 42 1 +28.80 16' 43 0 +84.42 16' Cb. Sta. 4 +28.8 Street Light a 4+33.7 7_M.0 T.C., 39.46 F-L CONSTRUCTION NOTES • 0 F.S 4 3 2 1 3Q CONSTRUCT P.C.C. 6" CURB AND 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, TYPE A2 -6. Sa CONSTRUCT 3" A.C. PAVEMENT OVER 4" CRUSHED AGGREGATE BASE PER CITY OF RANCHO CUCAMONGA STD. PLAN 100 -A. CONSTRUCT 4" P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 101 & 103. REFER TO TYPICAL SECTIONS AND PLAN FOR WIDTHS. 7Q CONSTRUCT P.C.C. ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102. CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STD. PLAN 101, TYPE R -1; X =3'. SEE PLAN FOR "W ". 99 . 10 RAISE TO FINISH GRADE. 11 PLANT STREET TREE PER STREET TREE INSTALLATION NOTES AND LEGEND, SHEET 1. PLANT TREES PER CITY OF RANCHO CUCAMONGA STD. PLAN 502. 12 CORE 3" DIA. HOLE THROUGH CURB FACE AND INSTALL 3" DIA. CONTECH A -2000 P.V.C. DRAIN PIPE TO l LAY P.V.C. PIPE AT 1.00% AND DRAIN THROUGH CURB. SEE DETAIL ON SHEET 4. 19 CONSTRUCT P.C.C. CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 106 -A. 21 REMOVE EXISTING SIGN AND SALVAGE TO CITY YARD. a 9- INSTALL 5800 LUMEN HPSV STREET LIGHT BY S.C.E. PAID FOR AND COORDINATED BY DEVELOPER. R I- III: IV= I : &VI 1 ►I: & W Q■ m m 4 UIJ 1 SHEET p v, 39 Wo ; mll 40 41 42 -4' ° ca - 9 W I'i O'' I + - J 37 9 + M OIW + U o'- ++M "''IV +�- `v. rn � U +,r_ 1 TYP. O i0 -- 6 k-: d W64 r rn nIm v_) N rn, , o' r AIM 1 9 D.. Z_ `--' g 3Q CONSTRUCT P.C.C. 6" CURB AND 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, TYPE A2 -6. Sa CONSTRUCT 3" A.C. PAVEMENT OVER 4" CRUSHED AGGREGATE BASE PER CITY OF RANCHO CUCAMONGA STD. PLAN 100 -A. CONSTRUCT 4" P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 101 & 103. REFER TO TYPICAL SECTIONS AND PLAN FOR WIDTHS. 7Q CONSTRUCT P.C.C. ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102. CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STD. PLAN 101, TYPE R -1; X =3'. SEE PLAN FOR "W ". 99 . 10 RAISE TO FINISH GRADE. 11 PLANT STREET TREE PER STREET TREE INSTALLATION NOTES AND LEGEND, SHEET 1. PLANT TREES PER CITY OF RANCHO CUCAMONGA STD. PLAN 502. 12 CORE 3" DIA. HOLE THROUGH CURB FACE AND INSTALL 3" DIA. CONTECH A -2000 P.V.C. DRAIN PIPE TO l LAY P.V.C. PIPE AT 1.00% AND DRAIN THROUGH CURB. SEE DETAIL ON SHEET 4. 19 CONSTRUCT P.C.C. CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 106 -A. 21 REMOVE EXISTING SIGN AND SALVAGE TO CITY YARD. a 9- INSTALL 5800 LUMEN HPSV STREET LIGHT BY S.C.E. PAID FOR AND COORDINATED BY DEVELOPER. R I- III: IV= I : &VI 1 ►I: & W Q■ 1 SHEET G v, Wo ; -4' ° m - 9 W I'i O'' I + - J 37 9 + o x 1 1 6 v'J TYP. +'M m r rn cn W =4' M O' 32 - 33 35 1 N N34m',M N i 36 rp m �i� °'� , �+ M CANOPY 1O 3Q CONSTRUCT P.C.C. 6" CURB AND 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, TYPE A2 -6. Sa CONSTRUCT 3" A.C. PAVEMENT OVER 4" CRUSHED AGGREGATE BASE PER CITY OF RANCHO CUCAMONGA STD. PLAN 100 -A. CONSTRUCT 4" P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 101 & 103. REFER TO TYPICAL SECTIONS AND PLAN FOR WIDTHS. 7Q CONSTRUCT P.C.C. ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102. CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STD. PLAN 101, TYPE R -1; X =3'. SEE PLAN FOR "W ". 99 . 10 RAISE TO FINISH GRADE. 11 PLANT STREET TREE PER STREET TREE INSTALLATION NOTES AND LEGEND, SHEET 1. PLANT TREES PER CITY OF RANCHO CUCAMONGA STD. PLAN 502. 12 CORE 3" DIA. HOLE THROUGH CURB FACE AND INSTALL 3" DIA. CONTECH A -2000 P.V.C. DRAIN PIPE TO l LAY P.V.C. PIPE AT 1.00% AND DRAIN THROUGH CURB. SEE DETAIL ON SHEET 4. 19 CONSTRUCT P.C.C. CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 106 -A. 21 REMOVE EXISTING SIGN AND SALVAGE TO CITY YARD. a 9- INSTALL 5800 LUMEN HPSV STREET LIGHT BY S.C.E. PAID FOR AND COORDINATED BY DEVELOPER. R I- III: IV= I : &VI 1 ►I: & W Q■ 2 .w. • Y . 0 z SCALE: 1 " =40' Sto. 1 +98.22 C.L. THREE VINES Sta. 0 +00.00 -CL. CANOPY CO NOTE REGARDING EXISTING UTILITIES THE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS. THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND UTITLITIES (WHETHER SHOWN ON THESE PLANS OR NOT) TO VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION. IMPROVEMENTS TO PROJECT BENCHMARK: CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10046: DESCRIPTION: Ed. 2" BRASS DISK IN SOUTHERN CALIFORNIA EDISON CONC. TOWER BASE STAMPED "CITY OF RANCHO CUCAMONGA BM 10046 1987" ON EASTERLY SIDE of EAST AVENUE 0.25 MILES NORTH OF FOOTHILL BOULEVARD, AT MOST WESTERLY TOWER BASE OF MIRA LOMA TOWER No. 223. ELEVATION: 1213.685 VARIES: 50' MIN., 65' MAX 32' MIN., 47' MAX. EXIST. A.C. BERM - TO BE REMOVED -.._ 1.3 2.8% MAX EXIST. F.S.` / ' -� GRIND 0.12 MIN. _--- -- �- ' EXIST. F.S. J 0.12' MIN. OVERLAY 0.11' ARHM OVER 4.8" OVER 6" CRUSHED BASE TYPICAL SECTION ETIWANDA AVENUE SCALE: 1"=10' 12' 4 U I U 2' 2' a Ci BIKE LANE 3 I 1'3% MIN. P.C.C. SIDEWALK 4.9% ev =i I t- 0.5' SCALE: 1"=10' 10" COBBLE CURB & 24" GUTTER R.C.E. 29224 EXP. 3/31/1 �sr Club �?rF OF CAOf�, v J Qi 4 CURVE DATA TABLE UNDERGROUND SERVICE ALERT: Dan Guerra W=4 � 31 - - -- - TYP. °p ° _ _ _ _ DELTA RADIUS ARC LENGTH m m �. � X CALL TOLL FREE - & AssOC)CIteS QA 8'59'37" 850.00' 133.42' - o 1- 800 - 227 -2600 8'59'37" 832.00' 130.60' CIVIL ENGINEERS LAND SURVEYORS 6i 10271 -B TRADEMARK STREET +1 5 © 8'59'37" 820.00' 128.71' RANCHO cucAMONCA CA 61760 PH (609)9874906 FAX (906)941 -1528 l ° ''m x ; OD 8'59'37" 868.00' 136.25' TWO WORKING DAYS BEFORE YOU DIG � - -- _ "CAUTION ": Remember that the USA Center 30 x ..,,� _- _ 8'59'37" 880.00' 138.13' notifies only those utilities belonging to OE the center. There could be other utilities __ l 15'00'00" 112.00' 29.32' present at the work site. The center will DAN E., DATE THREE VINES PL inform you of who(m) they will notify. R.C.E 29224 EXP. D�1 -I$ COURT © 15'00'00" 100.00' 26.18' SEE SHEET 5 OH 15'00'00" 112.00' 29.32' OI 15'00'00" 100.00' 26.18' OJ 210'00'00" 38.00' 139.28' QK 210'00'00" 50.00' 183.26' © 90'00'00" 27.00' 42.41' CITY QM 90.00'00 27.00' 42.41 DESCRIPTION OF REVISION DATE PRO APPROVED CITY OF RANCHO CUCAMONGA -ftehIT GRIND 0.12' MINIMUM EXISTING (ASPHALT PAVEMENT, CONCRETE CURB, A.C. BERM, ETC.) TO BE REMOVED D3„ A.C. PAVEMENT OVER 4" CRUSHED AGGREGATE BASE Plan & Profile Tract 18466 DRC 2011 - 00968 & 2012 - 91097 ROW 2013 - 00230 CANOPY COURT APPROVED BY: DATE CITY ENGINEER R.C.E. No. 53672 DGA i D avi GtAewwa DRAWN &A ssociates i, SHEET DGA 6 OF -9- CHECKED 10271 -B TRADEMARK STREET DRAWING No, RANCHO CUCAMONGA CALIFORNIA 91730 CITY PH (909) 987 4306 FAX (909) 941 -1526 2329 SEE SHEET 5 43 O, TYP. o x 1 p XI o - �+ M �0 1O SOY, M Mo 2 .w. • Y . 0 z SCALE: 1 " =40' Sto. 1 +98.22 C.L. THREE VINES Sta. 0 +00.00 -CL. CANOPY CO NOTE REGARDING EXISTING UTILITIES THE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS. THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND UTITLITIES (WHETHER SHOWN ON THESE PLANS OR NOT) TO VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION. IMPROVEMENTS TO PROJECT BENCHMARK: CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10046: DESCRIPTION: Ed. 2" BRASS DISK IN SOUTHERN CALIFORNIA EDISON CONC. TOWER BASE STAMPED "CITY OF RANCHO CUCAMONGA BM 10046 1987" ON EASTERLY SIDE of EAST AVENUE 0.25 MILES NORTH OF FOOTHILL BOULEVARD, AT MOST WESTERLY TOWER BASE OF MIRA LOMA TOWER No. 223. ELEVATION: 1213.685 VARIES: 50' MIN., 65' MAX 32' MIN., 47' MAX. EXIST. A.C. BERM - TO BE REMOVED -.._ 1.3 2.8% MAX EXIST. F.S.` / ' -� GRIND 0.12 MIN. _--- -- �- ' EXIST. F.S. J 0.12' MIN. OVERLAY 0.11' ARHM OVER 4.8" OVER 6" CRUSHED BASE TYPICAL SECTION ETIWANDA AVENUE SCALE: 1"=10' 12' 4 U I U 2' 2' a Ci BIKE LANE 3 I 1'3% MIN. P.C.C. SIDEWALK 4.9% ev =i I t- 0.5' SCALE: 1"=10' 10" COBBLE CURB & 24" GUTTER R.C.E. 29224 EXP. 3/31/1 �sr Club �?rF OF CAOf�, v J Qi 4 CURVE DATA TABLE UNDERGROUND SERVICE ALERT: Dan Guerra W=4 � 31 - - -- - TYP. °p ° _ _ _ _ DELTA RADIUS ARC LENGTH m m �. � X CALL TOLL FREE - & AssOC)CIteS QA 8'59'37" 850.00' 133.42' - o 1- 800 - 227 -2600 8'59'37" 832.00' 130.60' CIVIL ENGINEERS LAND SURVEYORS 6i 10271 -B TRADEMARK STREET +1 5 © 8'59'37" 820.00' 128.71' RANCHO cucAMONCA CA 61760 PH (609)9874906 FAX (906)941 -1528 l ° ''m x ; OD 8'59'37" 868.00' 136.25' TWO WORKING DAYS BEFORE YOU DIG � - -- _ "CAUTION ": Remember that the USA Center 30 x ..,,� _- _ 8'59'37" 880.00' 138.13' notifies only those utilities belonging to OE the center. There could be other utilities __ l 15'00'00" 112.00' 29.32' present at the work site. The center will DAN E., DATE THREE VINES PL inform you of who(m) they will notify. R.C.E 29224 EXP. D�1 -I$ COURT © 15'00'00" 100.00' 26.18' SEE SHEET 5 OH 15'00'00" 112.00' 29.32' OI 15'00'00" 100.00' 26.18' OJ 210'00'00" 38.00' 139.28' QK 210'00'00" 50.00' 183.26' © 90'00'00" 27.00' 42.41' CITY QM 90.00'00 27.00' 42.41 DESCRIPTION OF REVISION DATE PRO APPROVED CITY OF RANCHO CUCAMONGA -ftehIT GRIND 0.12' MINIMUM EXISTING (ASPHALT PAVEMENT, CONCRETE CURB, A.C. BERM, ETC.) TO BE REMOVED D3„ A.C. PAVEMENT OVER 4" CRUSHED AGGREGATE BASE Plan & Profile Tract 18466 DRC 2011 - 00968 & 2012 - 91097 ROW 2013 - 00230 CANOPY COURT APPROVED BY: DATE CITY ENGINEER R.C.E. No. 53672 DGA i D avi GtAewwa DRAWN &A ssociates i, SHEET DGA 6 OF -9- CHECKED 10271 -B TRADEMARK STREET DRAWING No, RANCHO CUCAMONGA CALIFORNIA 91730 CITY PH (909) 987 4306 FAX (909) 941 -1526 2329