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Home My WebLink About2820GENERAL DOTE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CUCAMONGA STANDARDS AND THE STAND KS 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 WITHINTHE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE THE 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 FAMILIARIZ E HIM`SELF WITH TH E 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 PUBLIC WORKS, ENGINEERING 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 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 TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATION'S 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 SUBGRADE 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 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 NUMBER 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION 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. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. ACEI` CY& TI LI TY CONTACT LIST SOUTHERN CALIFORNIA GAS COMPANY 216 N. EUCLI'D AVENUE ONTARIO, CA 91761' PHONE: (80'0) 427 2000 COMCAST 1205 DUPONT STREET ;I ONTARIO, CA 91762 PHONE: (909) 983-9895 i I VERI OBI ' PHONE: (800) 483-3000 (' I CUCAMONGA VALLEY I WATER DISTRICT 10440 ASHFORD ROAD RANCHO CUCAMONGA, CA 91730 PHONE: (909') 987-2591 CHARTER COMMUNICATION 6680 VIEW PARK COURT RIVERSIDE, CA 92503 PHONE: (951') 359-1263 (ELECTRICAL) CITY OF RANCHO CUCAMONGA 10500 CIVIC CENTER DRIVE RANCHO CUCAMONGA, CA 91730 PHONE: (909) 477-2740 SITE OWNER CHRIST'S CHURCH OF THE VALLEY 1404 COVINA BOULEVARD SAN DIM'AS, CA 91786 PHONE: (626) 786-6002 CONTACT: MR, GREG LINZAY AIL EN GINEER VALUED ENGINEERING, INC 600 N MOUNTAIN AVENUE, SUITE C102 UPLAND, CA 91786 PHONE: (90'9) 982-4601' CONTACT: MR. JEFFER'EY D. MEITER, RCE FOILS ENGINEER JOHN R. BYERLY 2257 SOUTH LILAC AVENUE BLOOMINGTON, CA 92316-2903 PHONE: (909) 877-1324 CONTACT: MR. JOHN R. BYERLY F 0.5' 4' PROPS W r CITY OF RANCHO CUCAMONGA BM# 10050A NAVD88 SET 2" BRASS DISK NORTHWEST CORNER OF THE SOUTHERLY CATCH BASIN AT THE NORTHWEST CORNER OF ETIWAN'DA AVENUE & BASELINE STREET 25'± NORTH OF THE BCR ON THE WEST SIDE OF ETI'WANDA AVENUE STAMPED "RANCHO CUCAMONGA BENCHMARK 10050A" ELEVATION = 297,828 (FT) STREET T SYMBOL TREE TYPE SPACING QUANTITY "EASTERN REDBUD'„ CERCES CANADENSIS 2'5" O.C. 3 EA .CONSTRUCTION NOTES 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. 5. LANDSCAPE IN PARKWAY TO BE MAINTAINED AND WATERED BY THE DEVELOPER_ 7.5' PARKWAY 60' IL 18' ROADWAY 30' 2' 2' AC ASPHALT CONCRETE ADA AM'ERICAN WITH DISABILITIES ACT BMP BEST MANAGEMENT PRACTICES CASQ'A CALIFORNIA STORMWATER QUALITY' ASSOCIATION CAB CRUSHED AGGREGATE BASE C&G CURB & GUTTER CY CUBIC YARD E EASTING EA EACH EXIST EXISTING FD FOUND FG FINISHED GRADE FL FLOW LINE FS FINISHED SURFACE GB GRADE BREAK H'C HANDICAP HP HIGH POINT HDP'E HIGH -DENSITY POLYETHYLENE H'ORIZ HORIZONTAL INV INVERT L LENGTH' _14 1 TYPICAL SECTION - LOCAL STREET LONG MEADOW DRIVE AND WILD HORSE WAY SCALE: 1" = 5' 18' EXISTING ROADWAY L/A LANDSCAPE AREA LF LINEAR FEET MAX MAXIMUM MH MANHOLE MIN MINIMUM' MKD MARKED IN NORTHING UC ON CENTER PCC PORTLAND CONCRETE CEMENT P/L PROPERTY LINE PROP PROPOSED R/W RIGHT OF WAY SF SQUARE FEET SMH SEWER MANHOLE ST LT STREET LIGHT S/W SIDEWALK TC TOP OF CURB TF TOP OF FOOTING TG TOP OF GRATE TRW TOP OF RETAINING WALL TW TO OF WALL TYP TYPICAL WV WATER VALVE m -SHEET INDEX 1 TITLE SHEET 2 LONG MEADOW DEMOLITION 3 LONG MEADOW PLAN & PROFILE 7,5' 4' EXIST PARKWAY EXIST PACIFIC ELECTRIC BIDE TRAIL J ry BASELINE AVE w T Pof I._ uj Z. u Q L01CATION w Q > _15(n r CHURCH ST w -�-��LLEr' AVE '� L)L L' w > 0 VICTORIA < GARDENS LAME o WD@V@mun� z 3: FOOTHILL BLVD MAP VICINIW NOT TO SCALE DEMOLITIONITEMS SAWCUT TO A CLEAN AND STRAIGHT EDGE REMOVE AC PAVEMENT AND DISPOSE 0 REMOVE PCC SIDEWALK AND DISPOSE REMOVE CURB & GUTTER AND DISPOSE 0.17' AC GRIND PER DETAIL AI PROTECT IN PLACE, ITEM PER PLAN 90 LF 530 SF 20 SF 45 LF 180 SF CONSTRUCTION I:TEMS QUANTITIES ( CONSTRUCT 3" AC PAVEMENT OVER 4" CRUSHED AGGREGATE BASE 109 SF MINIMUM' TO MATCH IN KIND, PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 100A (LOCAL) CONSTRUCT 6" CURB AND GUTTER (A2-6) PER CITY OF RANCHO 85 LF CUCAMONGA STANDARD PLAN NO. 106 0.17' AC GRIND AND OVERLAY PER DETAIL A 160 SF , 0.5 CONSTRUCT PARKWAY ADJACENT SIDEWALK PER CITY OF RANCHO 395 SF CUCAMONGA STANDARD PLAN N0. 103 CONSTRUCT MORTARED COBBLE PER CITY OF RANCHO CUCAMONGA 420 SF STANDARD PLAN NO. 542 PLANT EASTERN REDBUD (CERCES CANADENSIS) AT 25' ON 3 EA CENTER ADJUST TO GRADE, ITEM PER PLAN PROTECT IN PLACE, ITEM PER PLAN D.41, � 646'96 uj LLJ J 2' MTNTMUM 0.17' GRIND, REMOVE, AND OVERLAY REMOVE & f REPLACE AC EXISTING AC PAVEMENT REMOVE EXISTING REPLACE BASE CAB BASE NATIVE EARTH I ND AND: OVERLAY NOT TO SCALE y SCALE 1 20' 1u 29 49 No.64696 IM GRAPHIC SCALE c / v N\V-- cr- ui ) r E 0 CFt CI-4 CV Li d CI\A U) cl-j N QO Lij Li cn Lli CJ FD Qo ---1 V) m 0 21 V er 0� 5\'0c-y- _000f co�' �5\0�vp" SISA 99 <r- m T7 u + S/W 99 C/L INTERSECTION /21+50.06 LONG MEADOW 5-R-= --------- -- --- ---- -------- ......... . 51+34.49 VICTORIA PARK LN 99 00 C&G 22 LONG MEADOW EIR1VE N 89455'40" W -;pl— "AH EAO " oo LEGEND - 0.00 WILD HORSE LN RSECTION WA_ WILD HORSE Y= SPRING MOUNTAIN DR N SMINGIMIOU TAINDRI:VE SCALE V_2Y IV 29 41Y MONO GRAPHIC SCALE Lu M ;0 No.646,96 CONSTRUCTION ITEMS (D CONSTRUCT 3" AC PAVEMENT OVER 4" CRUSHED AGGREGATE BASE MINIMUM TO MATCH IN KIND, PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO, 1001A (LOCAL) CONSTRUCT 6" CURB AND GUTTER (A2-6) PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 106 0.17' AC GRIND AND OVERLAY PER DETAIL I 7_P CONSTRUCT PARKWAY ADJACENT SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 103 CONSTRUCT MORTARED COBBLE PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 542 PLANT EASTERN REDBUD (CERCES CANADENSIS) AT 25' ON CENTER ADJUST TO GRADE, ITEM PER PLAN PROTECT IN PLACE, ITEM PER PLAN jjllllllwljjI� J ry w PLAN AND PROFILE CD FOR Ls.! 1111 Z mile PLAN: & PROFILE ROW 2019-00581 U, APPROVED By DATE CITY ENGINEER RCE U-ISf!f DESIGN FD RECOMMENDED DH VA EkD DRAWN SHEET m CIVIL ENGINEERING -LAND SURVE AND PLANNING 0 , X 04 2. U; VEInc 600 N. MOUNTfi OZ UP ND. CA 91786 1265 1260 1255 1252 — (7 10 2o 3C7 4 1265 1260 1255 1252 265 1265 y 60 1265 1265 30' 30' 12 16' ± 18' ± 12' 0.66' - I 4' 7.34'cm I I Lo eo "' 260 1260 2.1 1260 1260 _ 255 1255 1255 1255 252 1252 -40 - 0 -1 p lb 20 30 61252 1252 265 126u 260 1260 255 1255 252 1252 1—) —I— li 0 12' 18, 0,67' 4' .34' IK, Lo- C14 'o - O - O -10 1 10 2C} 3b 4 10-_- :15-0� 00 6Q' 30' 30' ± 12' t 18' t 1 S' 12' I— r-VIP I � � d67 s 's..r CN 1 40 fl a - _C 20 k 0 266 255 252 265 260 255 252 ,.v,r �v: .r vvrrtrt WILD LANE - REVIEWED BY � p DATE HOR,Z: 1"=10' DESIGN "�,J`ERT:1i'"=2' ED RECOMMENDED aHVAL-M DRAWNIENEiIOERINO,INC -�HFFT