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HomeMy WebLinkAbout2314ULNLRAL 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 AND 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 THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINA- TIONS 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 PRIOR TO CONSTRUCTION OF THE 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 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 PLAN NUMBERS 401 -A AND 401 -8 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 SITES 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 UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS PRIOR TO EXCAVATION. PHONE NO. 1- 800 - 227 -2600 PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING. A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (626) 969 -7911 P.O. BOX 1299 AZUSA, CA 91702 B. VERIZON 1400 E. PHILIPS BLVD. POMONA, CA 91766 (909) 469 -6354 C. SOUTHERN CALIFORNIA GAS CO. P.O. BOX 3003 (909) 335 -7583 REDLANDS, CA 92373 D. CUCAMONGA VALLEY WATER DISTRICT (909) 987 -2591 10440 ASHFORD STREET P.O. BOX 638 RANCHO CUCAMONGA, CA 91729 E. METROPOLITAN WATER DISTRICT (909) 593 -7474 700 N. MORENO AVE. LA VERNE, CA 91750 F. ADELPHIA (800) 481 -1115 1205 DUPONT ST. ONTARIO, CA 91752 G. CHARTER COMMUNICATION (909) 880 -0220 4240 N. HALLMARK PARKWAY SAN BERNARDINO, CA. 92407 H. SOUTHERN CALIFORNIA EDISON COMPANY (909) 665 -4555 7951 REDWOOD AVENUE FONTANA, CA. 92336 18. THE FINAL SURFACE LAYER OF ASPHALTIC 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. Underground Service Alert CALL TOLL FREE 905 1 -800 227 -2600 TWO WORKING DAYS BEFORE YOU DIG PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS 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 THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS. CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS. CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY BOXES AND LIDS, ETC. 6/4:1 SLOPE OR GREATER OR ADEQUATE SHORING 90% COMPACTED NATIVE BACKFILL GRANULAR BEDDING FROM 3" MAX. SIZE SELECTED TRENCH SIDE MATERIAL (1" MAX. SIZE). Z 6 MAX 0 N � BELL Lm� 6 D� STORM DRAIN GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIPE 10' OR GREATER IN DEPTH USE NOTES: 1/2 CRUSHED STONE BEDDING. 1. TRENCH WIDTH SHALL ppSHAZZLLNNEEBE CONTROLLED NOTE: COMPACTION SHALL BE 90% IN ALL 2. _RENLQH DjVPT�SEOFOGREATER THAN 5' ZONES UNLESS OTHERWISE SPECIFIED. SHALL HAVE ADEQUATE SHORING. TRENCH STABIUTY SHALL CONFORM 3. CLASS II AGGSASE ALL TRENCHES TO CAL -OSHA REQUIREMENTS. LESS THAN 100' IN LENGTH. TRENCH DETAIL NOT TO SCALE STRIPING GENERAL NOTES: Y O_ V) X W z v ,K ll INDEX MAP SCALE: 1 " = 100' & OUANTITY FSTIMATF- STREET IMPROVEMENT 11 -- CONSTRUCT 5 1/2" MIN. AC OVER 6 1/2" MIN. CLASS 2 AGGREGATE BASE. 22 CONSTRUCT 5" MIN. AC OVER 7" MIN. CLASS 2 AGGREGATE BASE. 3O -- CONSTRUCT 8" CURB & GUTTER "A2 -8" PER CITY STD. PLAN NO. 104. 44 - CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO.103, "W" PER PLAN. 55 -- CONSTRUCT DRIVE APPROACH PER CITY STD. PLAN NO. 101 TYPE C 66 CONSTRUCT BUSBAY PER CITY STD. PLAN NO. 119. 77 -- CONSTRUCT ACCESS RAMP PER CITY STD. PLAN NO. 102. 8a- SAWCUT /REMOVE E XISTING AC PAVEMENT AND AGGREGATE BASE. 1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPING AND MARKINGS AND THE INSTALLATION 99 -- INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO.134. THEREOF SHALL CONFORM TO CALTRANS STANDARD SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND STANDARD PLANS AND CITY STANDARD PLAN NO. 133, UNLESS 00 _ OTHERWISE APPROVED OR DIRECTED BY THE CITY ENGINEER. INSTALL STREET NAME SIGN PER CITY STD. PLAN N0.401 -A & 401 -8. 11 2. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND INSTALLATION OF INSTALL STREET LIGHT 9500 LUMEN H.P.S.V. BY S.C.E.; PAID FOR AND COORDINATED BY THE DEVELOPER. PAVEMENT MARKERS SHALL CONFORM TO THE STANDRAD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE FOLLOWING PROVISIONS. 12 ADJUST MANHOLE RIM AND SEWER CLEANOUT T OFF -SITE 23,679 S.F. 37,790 S.F. 1,703 L.F. 8,961 S.F. 1,474 S.F. 1,840 S.F. 3 EA. 41,103 S.F. 4 EA. 1 EA. 10 EA. D. ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL BE REPLACED 0 GRADE. 4 � A. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE CITY MAINTENANCE STENCILS, (S.A.E.) 13 ADJUST WATER VALVE COVER TO GRADE. 27 INSTALL STREET LIGHT PER BUILDING & SAFETY PERMIT: PMT 2012 -01916 UNLESS OTHERWISE NOTED. CONSTRUCT ACCESS RAMP PER SPWWC STD. 111 -3 SEE DETAILS ON SHEET 13. E. 8 18 REMOVE EXISTING POWER POLES, MISCELLANEOUS STREET SIGNS. 9 EA, 14 SAWCUT /REMOVE EXISTING CURB & GUTTER. 19 SAWCUT, REMOVE AND REPLACE EXISTING AC PAVEMENT TO MATCH EXISTING GRADE 1,681 S.F. B. ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. 15 GRIND 0.1'MIN. & OVERLAY EXISTING AC PAVEMENT TO MATCH EXISTING AC PAVEMENT. 640 L.F. LOW VOC TYPE, 15 MIL THICK (WET). INSTALLATION SHALL BE IN TWO COATS WITH THE SECOND 20 CONSTRUCT 4" A.C. PAVEMENT OVER 4" AGGREGATE BASE 10,018 S.F. C. SUFFICIENT CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL BE 16 INSTALL STREET TREE PER NOTES AND LEGEND ON THIS SHEET. (SEE RIGHT SIDE) 21 REPLACED PRIOR TO INSTALLATION OF STRIPING AND MARKINGS. 17 , RELOCATE EXISTING POWER POLES, FIRE HYDRANTS, TRAFFIC SIGNAL 14 EA D. ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL BE REPLACED 7�-- ELECT. PULL BOXES, GAS VALVE COVER, MISCELLANEOUS STREET SIGNS. 16 PRIOR TO INSTALLATION OF STRIPING AND MARKINGS. 7,865 CT -IN -PLACE PROTE 1 EA 27 INSTALL STREET LIGHT PER BUILDING & SAFETY PERMIT: PMT 2012 -01916 28 CONSTRUCT ACCESS RAMP PER SPWWC STD. 111 -3 SEE DETAILS ON SHEET 13. E. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY THE CITY 18 REMOVE EXISTING POWER POLES, MISCELLANEOUS STREET SIGNS. 9 EA, 31 TRAFFIC ENGINEER PRIOR TO INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS. 19 SAWCUT, REMOVE AND REPLACE EXISTING AC PAVEMENT TO MATCH EXISTING GRADE 1,681 S.F. F. ALL STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD SURFACES SHALL BE APPROVED �33 AND ELEVATION. CONSTRUCT TRENCH RESTORATION PER CITY STD. PLAN NO. 120, FL - LOW VOC TYPE, 15 MIL THICK (WET). INSTALLATION SHALL BE IN TWO COATS WITH THE SECOND 20 CONSTRUCT 4" A.C. PAVEMENT OVER 4" AGGREGATE BASE 3 34 A MINIMUM OF TWO WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED. 8�comow"er of wtm "mm FM mrm_ 6g"SET 2 G. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ONE COAT AND 21 CONSTRUCT MODIFIED 6" CURB AND GUTTER PER CITY STD. PLAN NO. 102. R/W - BE 10 MIL THICK (DRY), UNLESS OTHERWISE NOTED. TC - (A2 -6) (W =18 "). TR - TANGENT RATE H. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVERNIGHT, WEEKEND OR HOLIDAYS WITHOUT 22 CONSTRUCT ACCESS RAMP PER CITY STD. PLAN NO. 102 (ON PRIVATE STREETS). 11 EA. APPROPRIATE STRIPING AND MARKINGS TO THE SATISFACTION OF THE CITY ENGINEER. 23 CONSTRUCT DRIVE APPROACH PER CITY STD. 3 PLAN NO. 101 TYPE R -1. I. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED WITH ALL APPROPRIATE PEAR (ON PRIVATE STREETS). 20 O.C. PERMITS AND TRAFFIC CONTROL MEASURES, IN ACCORDANCE WITH THE CITY AND STATE STANDARDS. 7 EA. ARCHIBALD AVENUE LAGERSTROENEMIA I. TUSCARORA CRAPE MYRTLE 24 CONSTRUCT MODIFIED CROSS GUTTER PER CITY STD. PLAN N0. 106 -A. J. TEMPORARY OR CONSTRUCTION STRIPING AND MARKINGS SHALL BE IN ACCORDANCE WITH THE CITY AND STATE STANDARDS AND AS DIRECTED BY THE CITY ENGINEER. Q25 CONSTRUCT 6" THICK INTEGRAL COLOR CONCRETE PAVING ON 8" C.A.B. NOTE: THE STREET TREES, GROUND COVERS AND SHRUBS, TO BE INSTALLED WITHIN THE PUBLIC RIGHT -OF -WAY, LOTS A AND B ON 6TH STREET AND ARCHIBALD AVENUE AND ON PRIVATE STREETS SHALL BE PRIVATELY MAINTAINED BY THE HOMEOWNERS ASSOCIATION. NOTE: CONCRETE PAVER SECTION SHALL BE IN CONFORMANCE WITH THE GEOTECHNICAL PAVEMENT RECOMMENDATIONS LETTER PREPARED BY LEIGHTON & ASSOCIATES DATED 8/ 2/12. NOTE: PRIOR TO INSTALLATION OF CONCRETE PAVERS, SUBGRADE AND AGGREGATE BASE SHALL BE CERTIFIED BY GEOTECHNICAL ENGINEER. 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: NONE. DATED: - ANTHONY HARO P.L.S. NO. 7635 ON -SITE 14 EA. 16 EA. 66 EA. 28 EA. 161,657 COLOR SHALL BE L.M. SCOFIELD C -21 "ADOBE TAN ". PROVIDE 18" WIDE STEEL 26 TROWEL BAND PERIMETER. (FOR SECTION, SEE SHEET 2.) BROOM FINISH PER LANDSCAPE PLANS CONSTRUCT 4" PCC "W" 16 SIDEWALK PER CITY STD. PLAN NO. 103, (ON PRIVATE 7,865 STREETS). 27 INSTALL STREET LIGHT PER BUILDING & SAFETY PERMIT: PMT 2012 -01916 28 CONSTRUCT ACCESS RAMP PER SPWWC STD. 111 -3 SEE DETAILS ON SHEET 13. 29 INSTALL FIBER OPTIC CONDUIT PER DETAIL ON SHEET 5. 30 CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 106 -A. 1,182 S.F. 31 CONSTRUCT 6" CURB ONLY PER CITY STD. PLAN NO. 104, A1-6. 140 L.F. z 32 CONSTRUCT CURB CORE W/ 3" PVC PIPE PER DETAIL ON SHEET 2. CL - SEE PRECISE GRADING PLANS FOR LOCATION. �33 CONSTRUCT 80 MM BELGARD, PATTERN "A" FL - PAVERS ON 1" SAND BASE FS - OVER 8" C.A.B. (SEE SECTION ON SHEET 2) 3 34 CONSTRUCT 8" THICK CONCRETE PAVING ON 8" C.A.B. (PCC SHALL BE 560 -C -3250) 8�comow"er of wtm "mm FM mrm_ 6g"SET 2 ON -SITE 14 EA. 16 EA. 66 EA. 28 EA. 161,657 S.F. 30 6,921 L.F. 16 EA. 7,865 S.F. 4,705 S.F. 7,524 S.F. 26,536 S.F. 30 EA, 28 EA. 110 EA. 5,940 S.F. 566 S.F. DEVELOPER # �� �Q N Y h, 90 NOTE: PRIOR TO ACCEPTANCE OF PUBLIC IMPROVEMENTS, LEWIS INVESTMENT COMPANY No. 7635 DEVELOPER SHALL PROVIDE "AS- BUILT" PLANS 1156 N. MOUNTAIN AVE., Exp: 12 -31 -2012 OF THE FIBER OPTIC TRENCH. UPLAND, CA. 91786 -0670 PHONE: 909.579 -1282 9�GrCAL.\� NOTE: SEE SHEET 2 FOR TYPICAL SECTIONS AND DETAILS CONTACT: GARTH CHAMBERS a M. 0 0 I I W J a U `�p STREET TREE LEGEND BENCHMARK: BENCH MARK NO. 10012 FD. i' ROUND HEAD BOLT IN CONC. CURB STAMPED 'S.B. Co. BM 01670' AT THE NORTHEAST CORNER OF 6TH STREET AND HELLMAN AVENUE, 1 FOOT EAST OF OCR. ELEVATION: 1051.107 VICINITY MAP NOT TO SCALE ABBREVIATIONS: BC - BEGINNING OF CURVE EC - END OF CURVE BCR - BEGINNING OF CURB RETURN ECR - END OF CURB RETURN VC - VERTICAL CURVE BVC - BEGINNING OF VERTICAL CURVE MVC - MIDDLE OF VERTICAL CURVE EVC - END OF VERTICAL CURVE MOC - MIDDLE OF CURVE CF - CURB FACE CL - CENTERLINE EP - EDGE OF PAVEMENT FL - FLOWLINE FS - FINISHED SURFACE GB - GRADE BREAK PL - PROPERTY LINE PRC - POINT OF REVERSE CURVE RP - RADIUS POINT R/W - RIGHT OF WAY TC - TOP OF CURB TR - TANGENT RATE \S; STREET BOTANICAL NAME COMMON NAME MIN.GROW SPACING SIZE QTY. SPACE 6TH STREET MAGNOLIA GRANDIFLOR MAJESTIC BEAUTY" NCN 5' 20 O.C. 15 GAL. 19 EA. 6TH STREET MAGNOLIA GRANDIFLOR ST. MARY" NCN 3' 20 O.C. 15 GAL. 17 EA. 6TH STREET CITRUS S. DWARF WASHINGTON DWARF WASHINGTON 15 GAL. 16 EA. ARCHIBALD AVENUE PLATANUS ACERIFOLIA LONDON PLANE THE 7' 40 O.C. 15 GAL. 11 EA. ARCHIBALD AVENUE PYRUS BETULAEFOLIA DANCER FLOWERING 3 PARADISE PEAR 20 O.C. 15 GAL. 7 EA. ARCHIBALD AVENUE LAGERSTROENEMIA I. TUSCARORA CRAPE MYRTLE 2' 20 O.C. 15 GAL. 7 EA. ARCHIBALD AVENUE CITRUS S. DWARF WASHINGTON DWARF WASHINGTON 15 GAL. 8 EA. HARVEST VISTA DRIVE CERCIS CANADENSIS EASTERN REDBUD 3' 25' O.C. 15 GAL. 27 FOREST PANSY" EA. HARVEST VISTA DRIVE PLATANUS CALIFORNIA RACEMOSA SYCAMORE 50' O.C. 15 GAL. 2 EA. BISTRO PLACE ERIOBOTRYA DEFLEXA BRONZE LOQUAT 3 25' O.C. 15 GAL. 6 EA. TREE SEASONS DRIVE CIS EASTERN REDBUD 3' 25' O.C. 15 GAL. 17 EA. SEASONS DRIVE UYU PERSIMMON ION 15 GAL. 4 EA. GREENBELT PLACE ERIOBOTRYA DEFLEXA BRONZE LOQUAT 3' 25' O.C. TREE 15 GAL. 2 EA. KLUSMAN AVENUE PLATANUS CALIFORNIA 50' RACEMOSA SYCAMORE O.C. 15 GAL. 2 EA. KLUSMAN AVENUE CITRUS S. DWARF WASHINGTON ----[ DWARF WASHINGTON -----ORANGE- 15 GAL. 14 EA. KLUSMAN AVENUE CUPRESSUS SEMPERVIRENS ITALIAN CYPRESS 8' 40' O.C. 15 GAL. 4 EA. CONSTRUCTION NOTES FOR STREET TREES: 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. CML ENGINEER MADOLE & ASSOCIATES, INC. CONSULTING CIVIL ENGINEERS AND LAND PLANNERS PHONE: 909.481.6322 FAX: 909.481.6320 CONTACT: MARK BERTONE No. 36637 Exp: 06 -30 -14 V /5\ twuAANrmm,s 11 ee6, f/6 'z ti 5- £ ~3 ez1v- 44, R AN By C 17Y 3 REVISED AND ADDED STAMPED CONCRETE PAVING CONST. NOTES & .� QUANTITIES. SHTS. 1,2,4,6,7 THRU 10 2 REVISED STREETLIGHT CONSTRUCTION NOTE ADD CURB CORE _ 7y CONSTRUCTION NOTE AND QUANTITY. CURB CORE DETAIL ON SHEET 2 7 1 REVISED LOCATIONS OR STATIONS OF PROPERTY LINES STREET UGHTS DRIVE APPROACHES AND STREET TREES AS NOTED ON SHEETS 8 & 9' 7 -Z:- DESCRIPTION of REVISION DATE APPROVED CITY of RANCHO CUCAMONGA STREET IMPROVEMENT PLANS - TRACT 18804 6TH STREET STA. 13 +38.38 TO STA. 26 +76.28 ARCHIBALD AVENUE STA. 19 +82.53 TO STA. 26 +42.50 BISTRO PLACE, CULINARY PLACE, GREENBELT PLACE HARVEST VISTA DRIVE, SEASONS DRIVE, KLUSMAN AVE. ROW 2012- 00088 (PRIVATE STREETS) APPROVED BY: DATE: CITY ENGINEER = �.�a- -..''� �- RCE: 53672 >: DESIGN MADOLE & ASSOCIATES, INC. RE DED SGL CONSULTING CIVIL ENGINEERS AND LAND PLANNERS DRAWN 930R2A�PITTSBURGH AVENUE. SUITE 30 30 SHEET CB/CV (' (909) 4Bt -6`322 1 OF 21 CHECKED No 36637 DRAWING NO. SCL DATE '2-. FILE No 2314 PROPOSED - 7' BLOCKWALL PROPOSED - 7' BLOCKWALL W'LY R/W 14' LET. LOT , . , cV i ' 4' I 1 1 II I I _2q 1 1 PCC -� SIDEWALK SAWCUT, REMOVE & RECONST. CURB & GUTTER W'LY R/W 14' LET. LOT 14' 36' 100' EXIST. IMPROVEMENTS 1 36' SAWCUT, REMOVE & RECONST. ::DLJ U Z 2' SAWCUT, REMOVE _< EX. SIDEV & RECONST. AC /AB EX. AC PVMNT VAR. VAR_ 5 1/2" AC OVER EX. CURE 6 1/2" AB GUTTER 1 I i 10' 1 BUS BAY 1 I 1 N I2 1 PCC -� SIDEWALK Underground Service Alert CALL TOLL FREE 1 -800 227 -2600 TWO WORKING DAYS BEFORE YOU DIG SAWCUT, REMOVE & RECONST. CURB & GUTTER N'LY R/W 1 I 1 I211, 1 1 I 1 I 1 1 ( E'LY R/W P/L SINGLE FAMILY HOMES I 52' T 1 1 4' 1 8' 1 18' 1 18 14' 7' 1 7' 1 1 ARCHIBALD AVENUE SCALE: 1 " = 10' T.I. = 9.0 R = XX 100' EXIST. IMPROVEMENTS 36' 3 6' 36' SAWCUT, REMOVE & RECONST. =)LJ Uz SAWCUT, REMOVE �= EX. SIDEWALK & RECONST. AC /AB EX. AC PVMNT VAR VAR. w Q3 5 1/2" AC OVER EX. CURB & 6 1/2" AB GUTTER ARCHIBALD AVENUE SCALE: 1 " = 10' T.I. = 9.0 R = XX 32' 32' EXISTING IMPROVEMENTS F- 18' Lil LLJ SAWCUT, REMOVE EX. CURB & cn & RECONST. w GUTTER _ 1gVAR. __ s EX. AC PVMNT 5" AC OVER 7" AB 6TH STREET SCALE: 1 " = 10' T.I. = 8.0 R = XX 14' 7' E'LY R/W 7, I I 1 1 1 1 1 I 1 P/L S'LY R/W I I I 12' ; 8 ' LET. LOT 4' i 1' PROPOSED 6' BLOCKWALL I 1 I 1 I I I I 1 20' I I 1 I � 1 I 1 \ - -- I \ I -- PCC SIDEWALK I STD. 8" CURB & GUTTER PCC SIDEWALK 1 1 MOD.6 11 CURB & ! 4" AC OVER — GUTTER 4" AB P/L MULTI FAMILY HOMES 8' ' 1 4.5' 1 I 3.5 20/0 1 3/S "LIP PCC \ SIDEWALK I D.6 "CURB & MO GUTTER HARVEST VISTA DRIVE, SEASONS DRIVE BISTRO STREET AND GREENBELT PLACE SCALE: 1 " = 10' T.I. = 5.0 R = XX P/L 64' 1 8' 20' 1. 8' 6 "MED. CURB --,\ 1 j 20' 8' PARKWAY �- AC PVMNT j 1 I - ENTRY STREET KLUSMAN AVENUE SCALE: 1 " = 10' T.I. = 5.0 R = XX R/W MOD.6 "CURB & — GUTTER 3" PVC PIPE SCH 40 ® S =0.5% PLACE W MARKINGS VISIBLE. INSPECTION REQUIRED BEFORE BACKFILL. CALL 477 -2740, EXT 4010 W/ 24 HOURS ADVANCE NOTICE. CONC.SIDEWALK DRILL CORE HOLE TO BE SLIGHTLY LARGER PER PLAN FIN.GRD THAN THE OUTSIDE DIAMETER OF PIPE. A.C. PAVEMENT CN PER PLAN SLOPE IF INSERT PIPE END 1" MIN. FROM BACK OF CURB PIPE INVERT 1/2" ABOVE FL. D CURB CORE W/ 3' PVC PIPE DETAIL NTS NOTE: EACH LOT SHALL HAVE TWO CURB CORES. SEE PRECISE GRADING PLANS FOR LOCATIONS. BENCHMARK: BENCH MARK NO. 10012 FD. 1' ROUND HEAD BOLT IN CONC. CURB STAMPED '5.8. Co. BM 01670' AT THE NORTHEAST CORNER OF 6TH STREET AND HELL" AVENUE, 1 FOOT EAST OF BCR. ELEVATION: 1051.107 36" bp 'IV ToP OF �o��Q 1 /2 "R PAVEMENT to S WIDE GUTTER NT5 6" COLORED P.C.C. OVER 8" AB 270 ter, TYPICAL COLORED CONCRETE 0 PAVING SECTION N.T.S. (SEE NOTE 25 ON SHEET 1) PAVERS* 80 MM BELGARD MEGA PATTERN A 1 SAND 2% MIN. - -_ - -_L — - - - - - -- 8" C.A.B. ATYPICAL PAVER SECTION N.T.S. (SEE NOTE 33 ON SHEET 1) ADDED 3'WIDE &UTTER DETAIL. 1 -8-13_ 3 REVISED AND ADDED CONCRETE & PAVER CONSTRUCTION SECTION - 2 ADDED CURB CORE DETAIL. 7 -L3 -/y DESCRIPTION of REVISION DATE APPROVED CITY of RANCHO CUCAMONGA STREET IMPROVEMENT PLANS -TRACT 18804 6TH STREET STA. 13 +38.38 TO STA. 26 +76.28 ARCHIBALD AVENUE STA. 19 +82.53 TO STA. 26 +42.50 BISTRO PLACE, CULINARY PLACE, GREENBELT PLACE HARVEST VISTA DRIVE, SEASONS DRIVE, KLUSMAN AVE. (PRIVATE STREETS) ROW 2012- 00088 APPROVED BY- _ DATE: ® - //,-/Z CITY ENGINEER �>° -y z- RCE: 53672 9FL "�TFti DESIGN MADOLE & ASSOCIATES, INC. RE NDED ,O d'Gc SCL CONSULTING CIVIL ENGINEERS No. 36637 C AND LAND PLANNERS _ Exp: 06 -30 -14 DRAWN 302 PITTSBURGH AVENUEC, SUITE 230 SHEET $ RANCHO CUCAMONGA A 91730 �P SCL /CB (92 2 OF ?1 4T C I V I �. �y? - L L F�CAUF� ® CHECKED 36637 DRAWING NO. SCL 'DATE ___i�i� FILE No 2314 BENCHMARK: BENCH MARK NO. 10012 FD. 1' ROUND HEAD BOLT IN CONC. CURB STAMPED 'S.S. Co. BM 01670' AT - THE NORTHEAST CORNER OF 6TH STREET AND HELLMAN AVENUE, 1 FOOT'EAST OF BCR. .... ...._ _ ELEVATION: 1051.107 _. .... _. 0, __O� -0 O� ,. © ^a0 O� 00 O.M. O.O.. 0^__ Off_.. OM .. .. .... .. .. _ O p 00 0 0 6 � � 0 � ,._ .I� aQ OIL O Q l.p O � p 1065 (j C3 -. 1065 Ct 0) t 01 p._F O� In tO +tp _ ± N N Off. to : ��.. : °� �� 00 �^ O� - C5 LO O t0 + O O N M M d. N t0 p W a O __N. N N N N N + p 0 1=N O t� to '. M + - - - 04 + ztn0 —0.0 22 S 0 0.0008 S 0.000 S 0.0014 S 0.0012: _ _ _ S_0.0038_ �S =O_OQ0— 3 -- — - - -- - - - -- - - - -- - -- — S O.Ob26: S =D.005 - - - -- - -- �_S =0.005 S =0.0 p -5(0 Lb .Q1%17 _ 100 N W XISTING FINISH. _ __ X060 Z W -i SURFACE' C C. L. .PART. 200 VC _ N = 54.98' O.C. _. L= 54.98' O.C. P I 62: C+5 U X .. v . O 100 VC 1— mU- J ? �''0oer 000 OU 000 o'er oto 0 P.I. ! = 60.30 i 055 ,. OO oo : ibaoU a WULL-m= WL,,(Va t0•°0O in� °� 1n� °� vi^ OW : O> 0h N O 00 _ _. O 0- W U N . In t0 (- O N t0. t0. _ 0. C. 04 �y n L� u a v_ m o o p o c>- o ca U L/4 _ 00 pt0tO N ,..0 N'.= t0 t0 �.a .- . -tOn,+ + +OD + + + +tq_. O> O �t0 : �.s s�t0N d'......0 '�' .� r N N .. N N M .... °� �O �^ > ... to + + r- ID �tp.__� 40. N. N�.N N__ _N. _N_. N N� ,._. 1010 t4... Ip ,ry Oi_. W.. m. L/q '.. - .. -.. o O) : N N 1� _. W .. _ -_ .. -... N ° i.. + + r. ^ .... N L/4 -.. . .- In N° + n +0 LJ W _ R =0 50% m N rn rn R= 0:50°x6 - _ _ m w _ _ TR= .46% TR =0.50% � 06 N 1060— 0 i 1060 lr� PROPOSED TOP In OF SLY CURB R =1.96 %' _ =2.20% PROFILE _ _ PROFILE HOW law 4O _ VERT 1 "_' 4' 19 +00 20 +00 21+00 22 +00 23 +00 24 +00 PLAN 1"= 40' 25 +00 26 +00 27 +00 SCALE IN FEET 0 40 80 120 160 STREET CONSTRUCTION NOTES I CD OI CD M -}- 1- a) W I 13 =WF = - N :z 8 3 W J W 45.00' 45.00 �I I 13 14 Underground Service Alert CALL TOLL FREE 1 -800 22.7 -2600 TWO WORKING DAYS BEFORE YOU DIG KLUSMAN AVENUE 15 24' 24' 1 KLUSMAN AVENUE SEE SHEET 7 J - 16 t 17 CURVE TABLE D 17 DELTA RADIUS Z TANGENT 00 o w w W 00 W+ O > M Q M to O to + �O `z +Q <p 54.58' to C14 0000 7 V) 0 t0 F I II-- t0 to N Y ll D 15 24' 24' 1 KLUSMAN AVENUE SEE SHEET 7 J - 16 t 17 CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT A 90'00'00° 35.00' 54.98' 35.00' 8 89'20'38° 1 35.00' 54.58' 34.60' d a IW 00 6TH STREET NOTE THE EXISTING OVERHEAD UTILITIES (TELECOMMUNICATIONS AND ELECTRICAL, EXCEPT FOR THE 66KV ELECTRICAL) ON THE PROJECT SIDE OF 6TH STREET SHALL BE UNDERGROUNDED FROM THE FIRST POLE ON THE EAST OF THE ARCHIBALD AVENUE TO THE END OF THE LINE POLE 508 FEET WEST OF ARCHIBALD AVENUE, PRIOR TO PUBLIC IMPROVEMENT ACCEPTANCE OR OCCUPANCY WHICHEVER OCCURS FIRST. ALL SERVICES CROSSING 6TH STREET SHALL BE UNDERGROUNDED AT THE SAME TIME. 0 I w J Q U CONSTRUCT 5" MIN. AC OVER 7" MIN. CLASS 2 AGGREGATE BASE. 33 CONSTRUCT 8" CURB & GUTTER "A2 -8" PER CITY STD. PLAN NO. 104. 4� CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO.103, "W" SHOWN ON PLAN. 7 CONSTRUCT ACCESS RAMP PER CITY STD. PLAN NO. 102. SAWCUT /REMOVE EXISTING AC PAVEMENT AND AGGREGATE BASE. 99 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO.134. 10 INSTALL STREET NAME SIGN PER CITY STD. PLAN NO. 401 -A & 401 -B. 11 INSTALL STREET LIGHT 9500 LUMEN H.P.S.V. BY S.C.E. PAID FOR AND COORDINATED BY THE DEVELOPER. 12 ADJUST MANHOLE RIM AND SEWER CLEANOUT TO GRADE. 13 ADJUST WATER VALVE COVER TO GRADE. 15 GRIND 0.1'MIN. & OVERLAY EXISTING AC PAVEMENT TO MATCH EXISTING AC PAVEMENT. i6 INSTALL STREET TREE PER NOTES AND LEGEND ON SHEET 1. 17 RELOCATE EXISTING POWER POLES, FIRE HYDRANTS, TRAFFIC SIGNAL, ELECT. PULL BOXES, GAS VALVE COVER, MISCELLANEOUS STREET SIGNS. 18 REMOVE EXISTING POWER POLES, MISCELLANEOUS STREET SIGNS. 20 CONSTRUCT 4" A.C. PAVEMENT OVER 4" AGGREGATE BASE 30 CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 106 -A. 34 CONSTRUCT 8" THICK CONCRETE PAVING ON 8" C.A.B. (PCC SHALL BE 560 -C -3250) 3 ' No. 36637 1 Exp: 06 -30 -14 3 REVISED AND ADDED CONCRETE PAVING CONSTRUCTION NOTE (}I . DESCRIPTION of REVISION DATE APPROVED CITY of RANCHO CUCAMONGA PLAN AND PROFILE TRAC T 18804 6TH STREET STA. 19 +00.00 TO STA. 26 +76.28 ROW 2012- 0008E APPROVED BY: CITY ENGINEER DESIGN SCL DRAWN SCL /CB SCL MADOLE & ASSOCIATES, INC. CONSULTING CIVIL ENGINEERS AND LAND PLANNERS 1302 PITTSBURGH AVENUE. SUITE 230 RANCHO CUCAMONGA. CA 91730 f FILE No DATE RCE: SHEEI\/ 4 DF 21 DRAWING NO. 2314 ARCHIBALD AVENUE SEE SHEET 5 00 0 {{-- WC6 N Q In w+ v p M m .. N { i5 _ 15 . CL N 89'42'28" W ST. CL - 7TTlTlTlTTTlll 23 16 TYP. 2 LINE OF SIGHT 2IXIST ELECT 9 EXLST EP- ?� - - _- __ �_. 1717 EXIST. 8" SEWER 26 �G VERIZON - 3 4 13 EXIST. 10" WATER 16 8 y. EXIST. y4a R/W� a 45.44' 45.00 r 45.00 45.00' N 4-5-.00­' _... - 45.00 5032' M �� oN- s N U-) 1 0) �o corn o � o . 19 20 21 �N22 04 24 i LO 25 N� 04 Hai+ M NI $ 11 18 d 18 N ai� N CL , CL 18 1 6TH STREET NOTE THE EXISTING OVERHEAD UTILITIES (TELECOMMUNICATIONS AND ELECTRICAL, EXCEPT FOR THE 66KV ELECTRICAL) ON THE PROJECT SIDE OF 6TH STREET SHALL BE UNDERGROUNDED FROM THE FIRST POLE ON THE EAST OF THE ARCHIBALD AVENUE TO THE END OF THE LINE POLE 508 FEET WEST OF ARCHIBALD AVENUE, PRIOR TO PUBLIC IMPROVEMENT ACCEPTANCE OR OCCUPANCY WHICHEVER OCCURS FIRST. ALL SERVICES CROSSING 6TH STREET SHALL BE UNDERGROUNDED AT THE SAME TIME. 0 I w J Q U CONSTRUCT 5" MIN. AC OVER 7" MIN. CLASS 2 AGGREGATE BASE. 33 CONSTRUCT 8" CURB & GUTTER "A2 -8" PER CITY STD. PLAN NO. 104. 4� CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO.103, "W" SHOWN ON PLAN. 7 CONSTRUCT ACCESS RAMP PER CITY STD. PLAN NO. 102. SAWCUT /REMOVE EXISTING AC PAVEMENT AND AGGREGATE BASE. 99 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO.134. 10 INSTALL STREET NAME SIGN PER CITY STD. PLAN NO. 401 -A & 401 -B. 11 INSTALL STREET LIGHT 9500 LUMEN H.P.S.V. BY S.C.E. PAID FOR AND COORDINATED BY THE DEVELOPER. 12 ADJUST MANHOLE RIM AND SEWER CLEANOUT TO GRADE. 13 ADJUST WATER VALVE COVER TO GRADE. 15 GRIND 0.1'MIN. & OVERLAY EXISTING AC PAVEMENT TO MATCH EXISTING AC PAVEMENT. i6 INSTALL STREET TREE PER NOTES AND LEGEND ON SHEET 1. 17 RELOCATE EXISTING POWER POLES, FIRE HYDRANTS, TRAFFIC SIGNAL, ELECT. PULL BOXES, GAS VALVE COVER, MISCELLANEOUS STREET SIGNS. 18 REMOVE EXISTING POWER POLES, MISCELLANEOUS STREET SIGNS. 20 CONSTRUCT 4" A.C. PAVEMENT OVER 4" AGGREGATE BASE 30 CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 106 -A. 34 CONSTRUCT 8" THICK CONCRETE PAVING ON 8" C.A.B. (PCC SHALL BE 560 -C -3250) 3 ' No. 36637 1 Exp: 06 -30 -14 3 REVISED AND ADDED CONCRETE PAVING CONSTRUCTION NOTE (}I . DESCRIPTION of REVISION DATE APPROVED CITY of RANCHO CUCAMONGA PLAN AND PROFILE TRAC T 18804 6TH STREET STA. 19 +00.00 TO STA. 26 +76.28 ROW 2012- 0008E APPROVED BY: CITY ENGINEER DESIGN SCL DRAWN SCL /CB SCL MADOLE & ASSOCIATES, INC. CONSULTING CIVIL ENGINEERS AND LAND PLANNERS 1302 PITTSBURGH AVENUE. SUITE 230 RANCHO CUCAMONGA. CA 91730 f FILE No DATE RCE: SHEEI\/ 4 DF 21 DRAWING NO. 2314 L= 11.11 ` L =50.9 01, In O U � U�w Mm Co o� + rn LO R =0.80% QTR =3.20% R =1.47> e to +4 `' m R =0.80% ° PROPOSED TOP Q55 - R =o.ao% PROP SED TOP OF N' Y. CURB ~ OF,N' Y. CURB 52' VC 50' vc W PI =58.93 PI =59.71 m U 00 v°°i Up w aim W C I m j > 10 =N 6* Ci LU 0 30' VC °aD am °00 �M norm +M '��'OM' U-1 30 VC z� °o oov +n �� ' rn ^� O 0 25' PI =54.45 a � o o rn o O.C.M Mo p r+SV�> o ovm �+m +� oa, ��W O(r (0 t0> n MU MJOCro ZCR > ^W O Oo +� U�; �. .. �+n. -. com o r` v °�i �o y `°" - N jo � ° o d n R= rn !Q �'.� �O +1 tC3m n�4N (� JAN +,� �N +� TR= .53% 1.47q + �m o+� amn +N +^nm�+ .vo+ m o • Mm R= 0.80% R =1:57% R =1.00% � Q 'I05J r ROPOSED FINISH _ 'C cn R =100% SURFACE @ C.L. PART. 52' v PI =58.90 L =42.41 L= 42.41' Z O.C. - U m�a a a C. a^ J L= 42.41' o 00> u� stm 1060 z L =42.41 O.C. o °,n v iA �° � "' o v v uy o +:. U 00 w Ty L =50:93 = L= 42.41' N D.C. .r r JNc°3 0- °o +`° 06 co +� of Oi - M0 of Q c6 . 41 mo O C- O.C. L= 42.41' O.C. °o cv m Cr �n No +n `O m m m o CO i . O.C. m a D.C. 3M ° oo q * rn v c^�t v w m rn R= 0.80% O'- tO , a a< L) N m rn os m o ro u-) R °1.47% Ln Mo uu� m ^ ? J m�rm. W °o rri M m ? m n n u> TR =1.53% 1 +, } rn ^ w o v+ �^ R.0.80% m m m PROPOSED TO TR =4.72% PROPOSED TOP 1055 - D.C. 0% ° �� �' ��' OF S'LY. CURB OF S' Y. CURB to '� PROPO ED TOP TR =3.40% R -1.84% OF S'LY CURB =t.6o% PROFILE HORIZ 1'= 40' VERT 1 "= 4' 10 +00 11+00 12 +00 13 +00 14 +00 PLAN 1'= 4o' 15 +00 16 +00 17 +00 18 +00 19 +00 SCALE IN FEET STREET CONSTRUCTION NOTES 0 40 80 120 160 KLUSMAN AVENUE INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO.134. (PRIVATE STREET) 10 INSTALL STREET NAME SIGN PER CITY STD. PLAN No.401 -A & 401 -8. SEE SHEET 7 12 ADJUST MANHOLE RIM AND SEWER CLEANOUT TO GRADE. 1 2 2 0 3 4 5 6 7 8 Q 9 10 11 12 13 Q 14 15 \ ( 16 17 18 13 ADJUST WATER VALVE COVER TO GRADE. 23 23 27 �? W 23 23 23 23 23 27 23 °Z " 23 23 16 INSTALL STREET TREE PER NOTES AND LEGEND ON SHEET 1. m N ° v Q_ g 23 23 27 23 23 o 127 > g r3 r3 ry�r D �, 23 23 23 00 O H lJi d' O n U J m ° <O S: W° F-(O f` d 00° O 00 ° 00 3 f- 3 N W - it 00 p ro 00 ° oo ° >N>-w ao au r3 ^ r3 4 ' `. U =8 20 CONSTRUCT 4" A.C. PAVEMENT OVER 4" AGGREGATE BASE. O U� N i0 c~D c�LS ILO c0 ^ - m O W N N O O c0 O i0 O' O' O' iA 0.x7 O- Q OD a0 ° 00 O a0 ° _ O O 00 m U O O cD r- - m <O tL7 0p tp �O tp cp n O - C - J + �d + + + + + �+ +� + + v �r o �o z N o n o o Io o o 0 0 0 0 0 24' 24' �ao eoao rn m I 21 o �� o o o J o �. O ¢o r1N J + + + + + �+ + + •- � O I L rn p �- CONSTRUCT MODIFIED 6" CURB AND GUTTER PER CITY STD. PLAN NO. 104. U�nr3 �U n �U �ilm' �U �U N� 16 �� �� ¢�x�J a� +� { + + +� 1 ) I�Nnn o �v ° m ° I (A2 -6) (W =18 "�. p �N �U x�C-5 �v "'cJi "'� U-) f0� `°v 1 26 TYP• R W �j ^ c�°' 25 �G h m m 22 CONSTRUCT ACCESS RAMP PER CITY STD. PLAN NO. 102. �.1 C 23 CONSTRUCT DRIVE APPROACH PER CITY STD. PLAN NO. 101 TYPE R -1; W =16'; X =3' KI ry�h C 21 eezeY a° Gh �� c� 24 CONSTRUCT MODIFIED CROSS GUTTER PER CITY STD. PLAN NO. 106 -A. 0 11 12 4 q�� > 22 44 22 Q W 25 _ -„ N 89'42'28',W _ 20 12 9 m 12 s Q CONSTRUCT 6" THICK INTEGRAL COLOR CONCRETE PAVING ON COMPACTED BASE. 12 12 26 24 ��F 13 9 CL 21 21 v3 1 j vT 15 N 894228° W 16 ���1 t 3 7 33 16' 12 t9 N 89'42'28' W 21 19 (/)1 W 3 SEE SHEEP 1. BROOM FINISH PER LANDSCAPE PLANS N 89'42'28' W '� 13 C5 13 _ _ 27 $T. LIGNT 21 26 9 G 13 _ _ . 03 22 �`. . uF � 21 `s�S.p2j. 16' M 3 0� �, L- --I � � 26 CONSTRUCT 4" PCC SIDEWALK PER CITY STD PLAN NO 103 "W" SHOWN ON PLAN Q 22 l 26 2� 9 6. b h0 21 20 22 9 0 26 W LU 2 INSTALL STREET LIGHT PER BUILDING & SAFETY PERMIT: PMT 2012 -01916 -- - -- c� �� Z W 1 22 90.33 134.17' �G - - - _ p -- -- - - 33 --- - 79.2 r -- ?f �ti G �° p �vl 134.17 R�ly a - -81 17-'- - - I O _ _ _ - _ _ _ _ J f� CONSTRUCT 80 MM BELGARD, PATTERN "A" PAVERS ON 1" SAND BASE �R. w �5 p°� 9� W 22 13 149.67' = OVER 8" C.A.B. SEE SHEET 1. m m m h� w m 9R 25 22 0° w U w (00� � � Ica 29 � 4 U')_ ,n o� () N no) r- N + rn � 8' 18' 18' I ± N + 4. 18' 18' .5' uN-> J + J >" o ¢ Co 8' 18' S + o Est f o�� O 7'n N + cc d�� i17 O iA � _ M N Qc0 ,, O Z ~ I L In N O ¢ N 10 2Q 27 2710 2 27 wr±o+j 10 Q27 I BISTRO PLACE CULINARY PLACE _ Y (PRIVATE STREET) (PRIVATE STREET) KLUSMAN AVENUE SEE SHEET 8 SEE SHEET 10 (PRIVATE STREET) CURVE TABLE CURVE DELTA RADIUS LENGTH ITANGENT C1 BENCHMARK: 35.00 11.11 1 5.60 C2 233'26 "33" - - 101 BENCH MARK NO. 10012 FD. 1' ROUND HEAD BOLT C3 35'14'51" 00 35.00 21.53 11.12 C4 9900'00" IN CONIC. CURB STAMPED 'S.B. Co. BM 01670' AT 42.41 27.00 C5 13. 10'44" 151.87 34.93 17.54 THE NORTHEAST CORNER OF 6TH STREET AND HEUNAN AVENUE, 1 FOOT EAST OF OCR. ELEVATION: 1051.107 RL52'VC L= 42.41' L= 42.41' '1 =58.90 D.C. < elf D.C. v J .' U tf) m Lc� CD CID CD to CID 0; C- ai 0 In Oi QTR =3.20% R =1.47> e to +4 `' m R =0.80% ° PROPOSED TOP Q55 - R =o.ao% PROP SED TOP OF N' Y. CURB ~ OF,N' Y. CURB 52' VC 50' vc W PI =58.93 PI =59.71 m U 00 v°°i Up w aim W C I m j > 10 =N 6* Ci LU 0 30' VC °aD am °00 �M norm +M '��'OM' U-1 30 VC z� °o oov +n �� ' rn ^� O 0 25' PI =54.45 a � o o rn o O.C.M Mo p r+SV�> o ovm �+m +� oa, ��W O(r (0 t0> n MU MJOCro ZCR > ^W O Oo +� U�; �. .. �+n. -. com o r` v °�i �o y `°" - N jo � ° o d n R= rn !Q �'.� �O +1 tC3m n�4N (� JAN +,� �N +� TR= .53% 1.47q + �m o+� amn +N +^nm�+ .vo+ m o • Mm R= 0.80% R =1:57% R =1.00% � Q 'I05J r ROPOSED FINISH _ 'C cn R =100% SURFACE @ C.L. PART. 52' v PI =58.90 L =42.41 L= 42.41' Z O.C. - U m�a a a C. a^ J L= 42.41' o 00> u� stm 1060 z L =42.41 O.C. o °,n v iA �° � "' o v v uy o +:. U 00 w Ty L =50:93 = L= 42.41' N D.C. .r r JNc°3 0- °o +`° 06 co +� of Oi - M0 of Q c6 . 41 mo O C- O.C. L= 42.41' O.C. °o cv m Cr �n No +n `O m m m o CO i . O.C. m a D.C. 3M ° oo q * rn v c^�t v w m rn R= 0.80% O'- tO , a a< L) N m rn os m o ro u-) R °1.47% Ln Mo uu� m ^ ? J m�rm. W °o rri M m ? m n n u> TR =1.53% 1 +, } rn ^ w o v+ �^ R.0.80% m m m PROPOSED TO TR =4.72% PROPOSED TOP 1055 - D.C. 0% ° �� �' ��' OF S'LY. CURB OF S' Y. CURB to '� PROPO ED TOP TR =3.40% R -1.84% OF S'LY CURB =t.6o% PROFILE HORIZ 1'= 40' VERT 1 "= 4' 10 +00 11+00 12 +00 13 +00 14 +00 PLAN 1'= 4o' 15 +00 16 +00 17 +00 18 +00 19 +00 SCALE IN FEET STREET CONSTRUCTION NOTES 0 40 80 120 160 KLUSMAN AVENUE INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO.134. (PRIVATE STREET) 10 INSTALL STREET NAME SIGN PER CITY STD. PLAN No.401 -A & 401 -8. SEE SHEET 7 12 ADJUST MANHOLE RIM AND SEWER CLEANOUT TO GRADE. 1 2 2 0 3 4 5 6 7 8 Q 9 10 11 12 13 Q 14 15 \ ( 16 17 18 13 ADJUST WATER VALVE COVER TO GRADE. 23 23 27 �? W 23 23 23 23 23 27 23 °Z " 23 23 16 INSTALL STREET TREE PER NOTES AND LEGEND ON SHEET 1. m N ° v Q_ g 23 23 27 23 23 o 127 > g r3 r3 ry�r D �, 23 23 23 00 O H lJi d' O n U J m ° <O S: W° F-(O f` d 00° O 00 ° 00 3 f- 3 N W - it 00 p ro 00 ° oo ° >N>-w ao au r3 ^ r3 4 ' `. U =8 20 CONSTRUCT 4" A.C. PAVEMENT OVER 4" AGGREGATE BASE. O U� N i0 c~D c�LS ILO c0 ^ - m O W N N O O c0 O i0 O' O' O' iA 0.x7 O- Q OD a0 ° 00 O a0 ° _ O O 00 m U O O cD r- - m <O tL7 0p tp �O tp cp n O - C - J + �d + + + + + �+ +� + + v �r o �o z N o n o o Io o o 0 0 0 0 0 24' 24' �ao eoao rn m I 21 o �� o o o J o �. O ¢o r1N J + + + + + �+ + + •- � O I L rn p �- CONSTRUCT MODIFIED 6" CURB AND GUTTER PER CITY STD. PLAN NO. 104. U�nr3 �U n �U �ilm' �U �U N� 16 �� �� ¢�x�J a� +� { + + +� 1 ) I�Nnn o �v ° m ° I (A2 -6) (W =18 "�. p �N �U x�C-5 �v "'cJi "'� U-) f0� `°v 1 26 TYP• R W �j ^ c�°' 25 �G h m m 22 CONSTRUCT ACCESS RAMP PER CITY STD. PLAN NO. 102. �.1 C 23 CONSTRUCT DRIVE APPROACH PER CITY STD. PLAN NO. 101 TYPE R -1; W =16'; X =3' KI ry�h C 21 eezeY a° Gh �� c� 24 CONSTRUCT MODIFIED CROSS GUTTER PER CITY STD. PLAN NO. 106 -A. 0 11 12 4 q�� > 22 44 22 Q W 25 _ -„ N 89'42'28',W _ 20 12 9 m 12 s Q CONSTRUCT 6" THICK INTEGRAL COLOR CONCRETE PAVING ON COMPACTED BASE. 12 12 26 24 ��F 13 9 CL 21 21 v3 1 j vT 15 N 894228° W 16 ���1 t 3 7 33 16' 12 t9 N 89'42'28' W 21 19 (/)1 W 3 SEE SHEEP 1. BROOM FINISH PER LANDSCAPE PLANS N 89'42'28' W '� 13 C5 13 _ _ 27 $T. LIGNT 21 26 9 G 13 _ _ . 03 22 �`. . uF � 21 `s�S.p2j. 16' M 3 0� �, L- --I � � 26 CONSTRUCT 4" PCC SIDEWALK PER CITY STD PLAN NO 103 "W" SHOWN ON PLAN Q 22 l 26 2� 9 6. b h0 21 20 22 9 0 26 W LU 2 INSTALL STREET LIGHT PER BUILDING & SAFETY PERMIT: PMT 2012 -01916 -- - -- c� �� Z W 1 22 90.33 134.17' �G - - - _ p -- -- - - 33 --- - 79.2 r -- ?f �ti G �° p �vl 134.17 R�ly a - -81 17-'- - - I O _ _ _ - _ _ _ _ J f� CONSTRUCT 80 MM BELGARD, PATTERN "A" PAVERS ON 1" SAND BASE �R. w �5 p°� 9� W 22 13 149.67' = OVER 8" C.A.B. SEE SHEET 1. m m m h� w m 9R 25 22 0° w U w (00� � � Ica 29 � 4 U')_ ,n o� () N no) r- N + rn � 8' 18' 18' I ± N + 4. 18' 18' .5' uN-> J + J >" o ¢ Co 8' 18' S + o Est f o�� O 7'n N + cc d�� i17 O iA � _ M N Qc0 ,, O Z ~ I L In N O ¢ N 10 2Q 27 2710 2 27 wr±o+j 10 Q27 I BISTRO PLACE CULINARY PLACE _ Y (PRIVATE STREET) (PRIVATE STREET) KLUSMAN AVENUE SEE SHEET 8 SEE SHEET 10 (PRIVATE STREET) CURVE TABLE CURVE DELTA RADIUS LENGTH ITANGENT C1 18'11 "42" 35.00 11.11 1 5.60 C2 233'26 "33" 25.00 101 49.66 C3 35'14'51" 00 35.00 21.53 11.12 C4 9900'00" 27.00 42.41 27.00 C5 13. 10'44" 151.87 34.93 17.54 Underground Service Alert CALL TOLL FREE 1 -800 227 -2600 TWO WORKING DAYS BEFORE YOU DIG SEE SHEET 10 0 HARVESTVISTA DRIVE II Q3 REVISED AND ADDED STAMPED CONCRETE PAVING CONST. NOTES �� •jL (PRIVATE STREET) _ L?\ REVISED STREET LIGHT CONSTRUCTION NOTE 7 -gj -jam w Q U No. 36637 Exp: 06 -30 -14 \C 1 V 1 \./ DESCRIPTION of REVISION DATE APPROVED CITY of RANCHO CUCAMONGA PLAN AND PROFILE TRACT 18804 HARVEST VISTA DRIVE (PRIVATE STREET) STA. 10 +00.00 TO STA. 19 +00.00 ROW 2012- 00088 APPROVED BY: DATE: CITY ENGINEER z -.._., RCE: 53672 DESIGN MADOLE & ASSOCIATES, INC. RE C ED SCL CONSULTING CIVIL ENGINEERS AND LAND PLANNERS DRAWN 9302 RANCHO CUCAMONGAUCAS917303O 4 SHEET SCL /CV (9 481 -6'322 6 DF 21 CHECKED 6t-No 36637 DRAWING NO. SCL DATE 'c FILE No 2314 BENCHMARK: .. : BENCH LURK NO. 10012 FD. 1" ROUND HEAD BOLT IN CONIC. CURB STAMPED 'S.B. Co. BM 01670" AT THE NORTHEAST CORNER OF 6TH STREET AND HEU" AVENUE, 1 FOOT EAST OF BCR. _. - . .. - . - - .. ........ .. .. ... ... '.. ELEVATION: 1051.107 PA L =7.37' 30' C O.C. P{ =6195. L =54.98' O.C. r o> w � S ? 01 nan 00 00 1= 11.11' Cd` U ro am C) w, o v j v to °o _ O.C. _ O.C. o� +�CIO0+ ) � c� NN os= (\a F ..- . , N t0 o v L�50.93 . o v o � q o. ° - + O O 00 m -1 < J O U") w .- CO '0 CO + . to cD to ^ CID -.. .. R$ N rn C5 00 M M - O.C. \� � m M 10 rn o� 00 to L47� o o, r`y� o coo to o•- CO LO -to ° n r• K m Ni `� o,r r�i r» 4976 I- - In N In + In g� � R,2• TR= 0.46% =0.5% 1055- N � N _ 1060 UJI R =0.5% PROP ED TOP PROPOSE TOP TR= 1.53% OF WILY. CURB w OF N. LY. CURB PROPOSED FINISH 3 VC SL RFACE @ C.L. =61.53 0 0 30' VC 3 .93' ' ? = 59.34- °o, > • ° w Z"i , j c�_ 30 VC z_ o _ _ Q o Go PI -53.65 0, w o w �� aDCn ,} °o API =5.82 _ WN co 2v w' n N° oo> or°w g�w rnr + ± °o �±� 137 0 � a0 > . 00 � v � E_ o o _ _ oo N � °. � .- � vp m 0x0 0 � ,0 ^ m aD '- oN r m n �D apa',aDy r >ac2 0 o�?o °°ate_ m o °mZ +dz �tO H�oo • - :..+ _ ,c;. r` -:� id• �- :. U. _ .. - _.. _...... - .. CD ,+ o ro ,...; c0 - R-1.47% �� + ',+ Names °o U-)A �^ +� N`t v Sao o n ° °�oi°`n F 77 r7 Un H _ . x N N M r ° r W _ Nom . +N N� NUJ NON 47 _ -. ! : OhU -W.. °1U•W _ .. I. 1055 = 1064) �+ R=2. m ,»v) UO u9tn R= 2.13% LL! `' R =_ .74 R =1.0X _ _ _ + s'z + `r °z PROPOSED FINIS _ R 1.0% _ L= 17.06' SURFACE @ C.L. R =0.51% O.C. L55' 1 L =10.59' O.C. L =54:98' O.C. H O.C. 1060 ' : - ..... _. - -. _.. 1^• 0100 D_. + O U W i.) .. 04 0 00 (6 ° L =42.41, L =42.41• L =21 53 z 0 O.C. BOO °ag^ o o�U z0a C-4 u- ��N� to C. a _ O.0 O.G L= 50.93 Ul a ,, ,w + co - +o' -^ �^ o��.r o .r D.C. mo -) - ? to ° o m s0 co r` to r o 0 * cs c7+- -.... -. O. +CD - ... O O O O (3) (0 F- W U) '_'^^ vJ W 1.11 III Z Q i GREENBELT PLACE (PRIVATE STREET) SEE SHEET 8 HARVEST VISTA DRIVE (PRIVATE STREET) CURVE TABLE R�1.4 % N �co a v ��u' �*m �' vim TANGENT - ... ... 1055- .. :- .. +a.. ,.., CID N d• � M ,..SOD ^ Q W •� N'.. . + ri } n v : Oeh :• C2 35'14'51" PROPOSED TOP 21.53 N V M LO Nan In � �' '� =05% 233'26 "33" 25.00 OF S'LY. CURB 49.66 C4 18'11 "42" 35.00 11.11 5.60 C5 TR= 2.00% 151.87 34.93 19 +00 20 +00 21+00 22 +00 23 +00 O O O O (3) (0 F- W U) '_'^^ vJ W 1.11 III Z Q i GREENBELT PLACE (PRIVATE STREET) SEE SHEET 8 HARVEST VISTA DRIVE (PRIVATE STREET) CURVE TABLE CURVE DELTA RADIUS I LENGTH TANGENT C1 90'00'00" 27.00 42.41 27.00 C2 35'14'51" 35.00 21.53 11.12 C3 233'26 "33" 25.00 101.86 49.66 C4 18'11 "42" 35.00 11.11 5.60 C5 13'10 "44" 151.87 34.93 1 17.54 Underground Service Alert CALL TOLL FREE IF 1 -800 227 -2600 TWO WORKING DAYS BEFORE YOU DIG ARCHIBALD AVENUE (PUBLIC STREET) SEE SHEET 5 1 1. 0 0 m 0. O I m 1060 PROFILE HORIZ 1'= 40' PERT 1'= 4r PLAN 1 w= 40' SCALE IN FEET O II w J Q U r}.. I 0) M cook _o g-lb `n R,2.49% R =0:5 %' 0. 57. R =3.4% ° 5, Pi1RT. m ( 30 VC PI-61.11 .TR 1.53% PROPOSED TOP OF E LY. URB )0 11+00 12 +00 HARVEST VISTA DRIVE (PRIVATE STREET) SEE SHEET 6 mmill w o_ U U'17 'rc Zz o 6 s 35.00 °W!' CD ,D C C7 15'38'33" 27.00 O + ± C N 104'00'03" 35.00 K s.�F, KLUSMAN AVENUE DD - �� 36'11'33" 27.00 W Qo V)O ^w 22.29'02" U 1 V)CD =+ G6 O O Do 16 0 M tn Y - ^� 11 _ 2 O IU- O D ,.. SCALE: 1" = 40 O 0: "t U U U U O U a' 4•- 0! F- W to m t0 l 0_ 100 o 15 t^ +O + C) N o0 0 C) ° ^ 21 00 + + o 0 641 '� rA" KLUSMAN AVENUE (PRIVATE STREET) CURVE TABLE 6TH STREET U U'17 'rc N 21 6 s 35.00 °W!' CD ,D C C7 15'38'33" 27.00 O + ± C do , 104'00'03" 35.00 K s.�F, KLUSMAN AVENUE C9 36'11'33" 27.00 W U m U C) 22.29'02" U W o G6 O O Do 16 0 M tn 0.00 L0 -4- O IU- O D CONSTRUCT 80 MM BELGARD, PATTERN "A" PAVERS ON 1" SAND BASE OVER 8" C.A.B. SEE SHEET 1. + + 0 + + ^ +N O OCD O O� KLUSMAN AVENUE (PRIVATE STREET) CURVE TABLE 6TH STREET DELTA RADIUS (PUBLIC STREET) TANGENT C6 SEE SHEET 4 35.00 °W!' CD ,D 3500 C7 15'38'33" 27.00 O + ± 3.71 do , 104'00'03" 35.00 63.53 s.�F, KLUSMAN AVENUE C9 36'11'33" 27.00 l 11 +73.00 CL.INT 8.82 C10 22.29'02" =20 +83.81 6TH ST. W 5.37 G6 180'00'00" 4.00 12.57 0.00 Z > 31 Q33 CONSTRUCT 80 MM BELGARD, PATTERN "A" PAVERS ON 1" SAND BASE OVER 8" C.A.B. SEE SHEET 1. < Z ScF i lC Ll � V) � J 95 Y KLUSMAN AVENUE (PRIVATE STREET) CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT C6 90'00'00" 35.00 54.98 3500 C7 15'38'33" 27.00 7.37 3.71 C8 104'00'03" 35.00 63.53 44.80 C9 36'11'33" 27.00 17.06 8.82 C10 22.29'02" 27.00 10.60 5.37 C11 180'00'00" 4.00 12.57 0.00 STREET CONSTRUCTION NOTES 3 REVISED AND ADDED STAMPED CONCRETE PAVING CONST. NOTES 2 REVISED STREET LIGHT CONSTRUCTION NOTE %'a�•/ DESCRIPTION of REVISION DATE APPROVED CITY of RANCHO CUCAMONGA PLAN AND PROFILE TRACT 18804 KLUSMAN AVENUE (PRIVATE STREET) STA. 10 +00.00 011 +29.00 HARVEST VISTA DRIVE (PRIVATE STREET) STA. 19 +00.00 TO 22 +09.03 ROW 2012-00088 APPROVED BY: DATE:91. /4_ 11.• CITY ENGINEER yt�+ -'G 4 -,.. RCE: 53672 DESIGN MADOLE & ASSOCIATES, INC. REC ED SCL CONSULTING CIVIL ENGINEERS AND LAND PLANNERS +... DRAWN 9302 PITTSBURGH AVENUE. SUITE 230 SHEET R CHO CUCAMONGA CA 91730 SCL /CV (90 491 -6`322 7 OF 21 CHECKED No 36637 DRAWING NO. SCL DATE % FILE No 2314 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO.134. 10 INSTALL STREET NAME SIGN PER CITY STD. PLAN NO.401 -A & 401 -B. 12 ADJUST MANHOLE RIM AND SEWER CLEANOUT TO GRADE. 13 ADJUST WATER VALVE COVER TO GRADE. 16 INSTALL STREET TREE PER NOTES AND LEGEND ON SHEET 1. 20 CONSTRUCT 4" A.C. PAVEMENT OVER 4" AGGREGATE BASE. 21 CONSTRUCT MODIFIED 6" CURB AND GUTTER PER CITY STD. PLAN NO. 104. (A2 -6) (W =18 "). 22 CONSTRUCT ACCESS RAMP PER CITY STD. PLAN NO. 102. 23 CONSTRUCT DRIVE APPROACH PER CITY STD. PLAN NO. 101 TYPE R -1; W =16'; X =3' 24 CONSTRUCT MODIFIED CROSS GUTTER PER CITY STD. PLAN NO. 106 -A. Q25 CONSTRUCT 6" THICK INTEGRAL COLOR CONCRETE PAVING ON COMPACTED BASE. SEE SHEET 1. BROOM FINISH PER LANDSCAPE PLANS 26 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 103, "W" SHOWN ON PLAN. Q 27 INSTALL STREET LIGHT PER BUILDING & SAFETY PERMIT: PMT 2012 -01916 31 CONSTRUCT 6" CURB ONLY PER CITY STD. PLAN NO. 104, A1-6. Q33 CONSTRUCT 80 MM BELGARD, PATTERN "A" PAVERS ON 1" SAND BASE OVER 8" C.A.B. SEE SHEET 1. 3 REVISED AND ADDED STAMPED CONCRETE PAVING CONST. NOTES 2 REVISED STREET LIGHT CONSTRUCTION NOTE %'a�•/ DESCRIPTION of REVISION DATE APPROVED CITY of RANCHO CUCAMONGA PLAN AND PROFILE TRACT 18804 KLUSMAN AVENUE (PRIVATE STREET) STA. 10 +00.00 011 +29.00 HARVEST VISTA DRIVE (PRIVATE STREET) STA. 19 +00.00 TO 22 +09.03 ROW 2012-00088 APPROVED BY: DATE:91. /4_ 11.• CITY ENGINEER yt�+ -'G 4 -,.. RCE: 53672 DESIGN MADOLE & ASSOCIATES, INC. REC ED SCL CONSULTING CIVIL ENGINEERS AND LAND PLANNERS +... DRAWN 9302 PITTSBURGH AVENUE. SUITE 230 SHEET R CHO CUCAMONGA CA 91730 SCL /CV (90 491 -6`322 7 OF 21 CHECKED No 36637 DRAWING NO. SCL DATE % FILE No 2314 L= 42.41. BENCHMARK: - _ O.G. BENCH MARK NO. 10012 FD. 1' ROUND HEAD BOLT a m IN CONC. CURB STAMPED 'S.B. Co. BM 01670' AT - j J THE NORTHEAST CORNER OF 6TH STREET AND HOD" - et d(0 ' AVENUE, 1 FOOT EAST OF BCR. - Go I O)w a00 ° . � m 00 In ELEVATION: 1051.107 mw Ui m L= 42.41' Mrn e^+ O.C. PART.50'VC +ahy �In TR =1.47% C) < PI =45.70 L= 42.41' p rn o o j °° L= 50.93' 22.2 VC L =42.1 a O.C. ar o ci m °n R =2 p l °o w h O O.C. PI =4 '02 O.C. ,e rn m `+ Q O rn N d e; 4� o m L= 11:11' a< rr ¢y v w 04 PRO SEE + W O N + �! M 11 1 O.C. ? v v .; m +'� 0% X -GU ER FL. .-� L= 98.96' PI= .27 00° ? �`n ^^ jo s00 od� �W Mw ED i° K°� -A ^� ^� Ia- W O.C. 20' > _ N TR= 0.80% m v o ao`' +m rn «� by v 2.00% PROPOSED TOP C6 cc CR=O* a � W' m Ci o� R =1.so% ° PROPOSED OF WILY. CURB Z �L' U) r�M + R =200y X GUTTER FL. - h W rn +rn orn -TR =2.11% aom to _Z T_ 4m - TR =3.49% o m 't Ili to 1050 - J m 104 TR =2.0% PROPOSED o + '� R =0.40% PROP ©SET TOP ¢ X- GUTTER FL od m OF WILY. CURB rh w o � R,261% °m o °N' h C� c0 N - O N p� -J i 4 34.93' 50' VC p CROWN PI =45.73 N 1055 CE r_; + W 40' VC 00 M m _a,0% nrn oo n v r Lo m In In R.2• " pl1J ° R- ��� Mto � Kim ao PROPOSED FINISH PI =49.30 v-r +,� �= v > Nu' v °� o� +N +m + L= 42.41' N CD om C) R =1.60°% R =1.0% R =20 %� o� o o SURFACE @ CL. O.C. W 00 +rn +M +`O ? 1, w �{/ (n o6 o of 00.. �� 1050 z R =0.43% PROPOSED FINISH L= 42.41' 1045 ° +� In et h I+j Try � �v SURFACE @ CL. O.C. QCN = m O v F- 30'VC ° O Lo '� a w H Z O M TR =O.SO% F- o o PI =4&.91 L= 20119' o y m W �, rn n N �i h m o° m h a m L O.C. O.C. 50' VC °O `� _ <r • p W PART. N o o m + n °y c� 15 m P1= 45.70 c L= 42.41 PI N W O � + `n � m � � .� 0 � a) Uj tn> °In' R_2.00 e Q D.C. - coo om N cah C6 > MdvaDO m IIJ W v 49.27 m Uiw + - rzm 0� wm r rn H v c� TR =0.80% v c ao (nW > > '� �M1 N .r.� o + + PROPOSED TOP ? rng om °° +v R= 0.70% `* o ° w m *'R OM at a� ^Ul' R_1.60 �� _OF E'LY. CURB ? i) `r + v It, v PROPOSED 1 050 _ X GUTTER FL 1 045 - R =2.0% U PROPOSED TOP I-U PROPOSED OF E'LY. CURB m F TR =o.40% x- GUTTER FL. PROFILE VERT 1'= 4' 10 +00 11+00 12 +00 13 +00 10 +00 PLAN 1"= 40' 11+00 12 +00 13 +00 14 +00 15 +00 STREET CONSTRUCTION NOTES SCALE IN FEET 0 40 80 120 160 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN N0. 134. 10 INSTALL STREET NAME SIGN PER CITY STD. PLAN NO. 401 -A & 401 -8. 12 ADJUST MANHOLE RIM AND SEWER CLEANOUT TO GRADE. 13 ADJUST WATER VALVE COVER TO GRADE. - 16 INSTALL STREET TREE PER NOTES AND LEGEND ON THIS SHEET. SCALE: 1 " 40' 49 50 51 52 53 54 55 2 23 23 23 23 23 23 27 23 10 `\ �� 23 m LM m� � o om � rnl- ao° + + + + + + + +w 00 + O C) C) J N J N N �. N C) M p M � + U � U � U .- U � U � (n' � U �oo+N °v R/W I d� 26 SSA N - 6:02` - ;.._.. 45.Wj �5xr1 -_ _ 45.0(1` -_- 45.00' - 4f.00`.__ - 9 48 0+ J 26 1932- m - U� 9 1 13 24 21 ay 25 2 13 9 12 20 13 S ���� 13 +6 .70 21 �� N 017'32" 2 O 3r, 9 sr 'r S S v &S� �92o��TC12 9�>T ao 21 \ 26 > >S 24 2���Tc S`o >2Fl O --- - - - - -- 47 A�.� s 7 R W 4�>♦ MATCHLINE BC / BCR sic ry6� W 28 1 / 6 T 28 w m 56 67 o- STA. 10 +00.00 1 1p 8� 6 0 IC! 1` 20 LO N N 5 ' 1 20 c w SEE SHT. 9 + + + + N 18' 18' 8' yl 0 0 N a"� _o y� SEASONS DRIVE 27.00 (A2 -6) (W =18 "). C3 � �> (PRIVATE STREET) J 35.00 _ N mn ' °a j SEE SHEET 9 C4 233'26'33" HARVEST VISTA DRIVE 101.86 49.66 C5 (PRIVATE STREET) 35.00 BISTRO PLACE SEE SHEET 6 (PRIVATE STREET) Underground Service Alert \ CALL TOLL FREE 1 -800 227 -2600 TWO WORKING DAYS BEFORE YOU DIG _J = n. -1= G- q w - M g r- w C) U� w � U 62 Of rn� D_� 7 ^ m� N 5 � o m wo w m w m ° ow SEE SHEEP 1. BROOM FINISH PER LANDSCAPE PLANS o ^ 35 o � � ° oo rn oo z� - 5?' 26 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 103, "W" SHOWN ON PLAN. o �a � w°° +o d �� c 28 ° - O N¢ n o ao + W + 0) 8' t 8' OI 8' m 1� 2 2 � CS � � ° = 18' 18' 22 o+ + o c,-- 1m m + + 20 + ) } + °- �27 INSTALL STREET LIGHT PER BUILDING & SAFETY PERMIT: PMT 201 2 -01 91 6 O y % O G A M� S M �' SA 2 6 O 26 �R /W T 1 28 CONSTRUCT ACCESS RAMP PER SPWWC STD. 111 -3 SEE DETAILS ON SHEET 13. 1os.�z' 6�l ��o 516L' �` _ bass' _ 11 X334' �s 49.41' 96� ®35 CONSTRUCT 3'WIDE GUTTER PER DETAIL ON SHEET 2. ` G3 13 AS 13 ��� oF� 24 a� 9p> 13 00 16' 21 2>T l SS�9 �S ?s� 21 10 O �S 11 R e1 N 0'i 7 32" E 2 9l lC 3 0 >� C 24 �y �j 14 S� ,9 ��C 4 5.61 23 nA 12 12 12 9 ry °G z 25 U2 O l 12 G5 i I 1 -... .. 45,.00':. -._ 5,00 _ _ - - 45.00` - - -. - 45AO'- _ -- - _45.00 - 45.00- -- 45A0' - - 41 O0_ �R /yy of 24 w 26 m 35 I U J .DU -1 00 � 2 3 (O N H N (O D (O 1O o N 3 2 REVISED TO SHOW 3 WIDE BUTTER DE T.4 ADDp a95T • NOTE. 7I 1-,f-13 -bj!, '3 ao ao } o } + + + +- + } + o ° ° N +^ TENSED AND ADDED STAMPED CONCRETE PAVING CONST. NOTES r U U 23 23 7 REVISED STREET LIGHT CONSTRUCTION NOTE 3 N 2 2 REVISED DRIVEWAY APPROACH AND STATION FOR LOT 48 34 33 32 31 30 29 28 27 26 / + 25 1 AND REMOVE STREET TREE i DESCRIPTION of REVISION DATE APPROVED CURVE TABLE SEASONS DRIVE HARVEST VISTA DRIVE 20 CONSTRUCT 4" A.C. PAVEMENT OVER 4" AGGREGATE BASE. ITANGENT (PRIVATE STREET) (PRIVATE STREET) 2t CONSTRUCT MODIFIED 6" CURB AND GUTTER PER CITY STD. PLAN NO. 104. 1 63.00 SEE SHEET 9 SEE SHEET 7 27.00 (A2 -6) (W =18 "). 27.00 C3 J 35.00 22 CONSTRUCT ACCESS RAMP PER CITY STD. PLAN NO. 102. C4 233'26'33" 25.00 101.86 49.66 C5 35' 14'51 " 35.00 21.53 11.12 C6 13'10'44" 151.88 34.93 17.54 21 23 CONSTRUCT DRIVE APPROACH PER CITY STD. PLAN NO. 101 TYPE R -1; W =16'; X =3' 10 UZ J , ocu o 27 o z 10 0 ° F °D> I I 24 Q25 CONSTRUCT MODIFIED CROSS GUTTER PER CITY STD. PLAN NO. 106 -A. CONSTRUCT 6" THICK INTEGRAL COLOR CONCRETE PAVING ON COMPACTED BASE. = n. -1= G- q w - M g r- w C) U� w � U 62 Of rn� D_� 7 ^ m� N 5 � o m wo w m w m ° ow SEE SHEEP 1. BROOM FINISH PER LANDSCAPE PLANS o ^ 35 o � � ° oo rn oo z� - 5?' 26 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 103, "W" SHOWN ON PLAN. o �a � w°° +o d �� c 28 ° - O N¢ n o ao + W + 0) 8' t 8' OI 8' m 1� 2 2 � CS � � ° = 18' 18' 22 o+ + o c,-- 1m m + + 20 + ) } + °- �27 INSTALL STREET LIGHT PER BUILDING & SAFETY PERMIT: PMT 201 2 -01 91 6 O y % O G A M� S M �' SA 2 6 O 26 �R /W T 1 28 CONSTRUCT ACCESS RAMP PER SPWWC STD. 111 -3 SEE DETAILS ON SHEET 13. 1os.�z' 6�l ��o 516L' �` _ bass' _ 11 X334' �s 49.41' 96� ®35 CONSTRUCT 3'WIDE GUTTER PER DETAIL ON SHEET 2. ` G3 13 AS 13 ��� oF� 24 a� 9p> 13 00 16' 21 2>T l SS�9 �S ?s� 21 10 O �S 11 R e1 N 0'i 7 32" E 2 9l lC 3 0 >� C 24 �y �j 14 S� ,9 ��C 4 5.61 23 nA 12 12 12 9 ry °G z 25 U2 O l 12 G5 i I 1 -... .. 45,.00':. -._ 5,00 _ _ - - 45.00` - - -. - 45AO'- _ -- - _45.00 - 45.00- -- 45A0' - - 41 O0_ �R /yy of 24 w 26 m 35 I U J .DU -1 00 � 2 3 (O N H N (O D (O 1O o N 3 2 REVISED TO SHOW 3 WIDE BUTTER DE T.4 ADDp a95T • NOTE. 7I 1-,f-13 -bj!, '3 ao ao } o } + + + +- + } + o ° ° N +^ TENSED AND ADDED STAMPED CONCRETE PAVING CONST. NOTES r U U 23 23 7 REVISED STREET LIGHT CONSTRUCTION NOTE 3 N 2 2 REVISED DRIVEWAY APPROACH AND STATION FOR LOT 48 34 33 32 31 30 29 28 27 26 / + 25 1 AND REMOVE STREET TREE i DESCRIPTION of REVISION DATE APPROVED CURVE TABLE CURVE DELTA RADIUS LENGTH ITANGENT Cl 90'00'00" 63.00 98.96 1 63.00 C2 90'00'00" 27.00 42.41 27.00 C3 18'11'42" 35.00 11.11 5.60 C4 233'26'33" 25.00 101.86 49.66 C5 35' 14'51 " 35.00 21.53 11.12 C6 13'10'44" 151.88 34.93 17.54 GREENBELT PLACE (PRIVATE STREET) CITY of RANCHO CUCAMONGA PLAN AND PROFILE TRACT 18804 BISTRO PLACE (PRIVATE STREET) STA. 10 +00.00 0 STA. 13 +17.70 GREENBELT PLACE (PRIVATE STREET) STA. 10 +00.00 TO STA. 14 +10.68 ROW 2012- 00088 APPROVED BY: DATE: oQR�LE, CITY ENGINEER r%... RCE: 53672 WgsF41 DESIGN MADOLE & ASSOCIATES, INC. RE DED G Z $OL No. 36637 C A CONSULT CIVIL ENGINEERS LA AND LAND PLANNERS Exp: 06 -30 -14 �. DRAWN 9302 PITTSBURGH AVENUE, SUITE 230 SHEE, RANCHO CUCAMONGA. CA 91730 (9 ) 461 -6322 4T C/ � 1 � ��`� scLlcv � ' !n __ 8 OF A FOFCAUF� ® CHECKED ! `� CE No 36637 ` DRAWING NO. 9CL DATE FILE No 2314 BENCHMARK: BENCH MARK NO. 10012 FD. 1' ROUND HEAD BOLT IN WNC CURB STAMPED 'S B Co BM 01670' AT 50' VC L= 42.41' L=4141' . PI =50.83 O.C. - O.C. - 5O' VG_. THE NORTHEAST CORNER OF 6TH STREET AND HELLMAN O.C. 50' C AVENUE, 1 FOOT EAST OF BCR. o �� ? cai o C. Pf =50.33 PI =48 92 50 VC _ M U N w v U �_ � •t m O O M ELEVATION: 1051.107 PI= 48.72 - > ro w a M N m w rn + °o M oo co °D• w J a > rZ 50 VC It > o N N co M ^ 00 to r � o °' N J U Dim m M U PI= 8.06 M +� .- LO I`+ M +m O M N ? m W 4m W> .. MU. m +M NO Nom. m �. M �_ m + +W p ,� M. - r m ._ In in � n n o C3 1 ro CO m N m + ri a ao cp> = 42.41' ��> > C,4 N �O '+TOO m '- O N p O �O 00Nm ,� ma, o .n R -0.8 L �-N MO +0) +L = % R =0.43% '� °r�,°0 � n coo`° Cooccoo +0wN0 nm _ w �O:C. < a co C 1050 v PROPOSED .28% d 1� n M cO O M tO 50, vG OF N`LY CURB `� N� M R =0.40% rn v .* TR =2.82% 50' VC PI= 51.98 PI =50.86 50' VC 50, C TR= .12% R =2.00 P. > zcOO> v o PI =50.36 PI 48 5 -N = 1045- P =48.723 U :> Mw +� Urnrn oo Dorn z0000� m> MU 50 VC pO > O 04 N .�. N + O tO Oi m OD > M U - . Pi= 5.09 - C's MU. •m Mm to.O r� �m 1 - +� _..U+� ter- std m> M W 000�> -�> >., +m. . +n + - �IOn �O +00 to D. 00 w. U - M m r L1J �N M � M o R_ .80% R= 0.43% tO to � � °' °' n � OD + > .off 0�.. oI t0 ±ao m+7 00 N� �W w Z'- - ao - .r .2a ° a n. r ro W PROPOSED FINISH R =0.407 Ntoro -+ 50' VC TR =2.82% ' cD M � + m c'rn PI =51.95 SURFACE @ C.L. °' + 0o R =0.4% 50' VC 50' VC o PI -50.83 h n Pf =50.33 50 C 39. > a> O PI =48 2 1 045 - o P5048.72 to U M w * N Cb o °o Po> 50 VC U m +M NM° ^� �+to po 1,* 4g CO� MU PI= 8.06 - to + - <t M CO tot') U M m N +- �� RADIUS LENGTH TANGENT C1 co '� + I rn a °° � m 00 > 70.69 L =42.41 C2 90'00'00" 27.00 1 42.41 M + N. + 0 T R= .80% 63.00 R =0.43% 63.00 m to co co + +� ^ m J O.C. W� Z°O N o +aD oQ; p -v its, ao �o + > - Z8 /O moo - OJ co - R -0;40% .N"- 04 W Oq 0) Q PROPOSED TOP T R =2.82% - f (6 to R =0.4% OF S'LY CURB If CO L6 TR= 5.52%. 1045- R =2.00 ° PROFILE _ HORIZ 1 "= 4O' VERT 1"- 4' 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 PLAN 1 "= 4O' 16 +00 17 +00 18 +00 19 +00 20 +00 STREET CONSTRUCTION NOTES SCALE IN FEET 0 40 80 120 160 99 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO.134. 10 INSTALL STREET NAME SIGN PER CITY STD. PLAN NO.401 -A & 401 -B ADJUST MANHOLE RIM AND SEWER CLEANOUT TO GRADE. GREENBELT PLACE 12 BISTRO PLACE CULINARY PLACE KLUSMAN AVENUE 13 (PRIVATE STREET) ( ADJUST WATER VALVE COVER TO GRADE. ) ( ) PRIVATE STREET PRIVATE STREET ( PRIVATE STREET ' SEE SHEET 8 16 INSTALL STREET TREE PER NOTES AND LEGEND ON SHEET 1. II � SEE SHEET 8 - SEE SHEET i1 O SE E SHEET 10 1 30 20 CONSTRUCT 4° A.C. PAVEMENT OVER 4" AGGREGATE BASE 00 m 27 2 10 4 ° 27 2 10 ¢ a WZ 21 CONSTRUCT MODIFIED 6" CURB AND GUTTER PER CITY STD. PLAN N0. 104. U 57 w o aga 59 w ) vw m 60 27 2 61 a � (A2 -6) (W =18 "). 52' O H 56 a 4.5 18' 18' S' w M o m ry x 277 W 4.5 18' 1 18' 4.5' -w Q U 12 J v O KV ry o r Lo ° a 2 ro o0 00 00 M o ro w ° 8' 18' 18' W rn = w o O h rn oao N J o v? o n 00 oz 00 ( �� rn� 22 CONSTRUCT ACCESS RAMP PER CITY STD. PLAN N0. 102. Cn � o CD n n o Z O O ,n + w o m Q O � n w �'� -\' M 1� O J O Op I non + += M H H to C:, z O1 O; Obi = m O�I ON WZ UIH a0 U J N 1' + }W L LU C II + Lq V JN OZ,- ^ V) M x � 'nom ++� + C7 O r W W °O 3 N 22 w a oM U� oY + w 23 CONSTRUCT DRIVE APPROACH PER CITY STD. PLAN N0. 101 TYPE R -1; W =16'; X =3' (� + + I w 22 w 22 11 rn n� 31 24 CONSTRUCT MODIFIED CROSS GUTTER PER CITY STD. PLAN NO. 106 -A. o R/W 26 a 58 R/W + N 22 o R/W n u 93.93' n N 130.237__- n 131.238' 26 n _- 83.723' n :� 149.67' 26 n 1237.67_ wi 25 CONSTRUCT 6" THICK INTEGRAL COLOR CONCRETE PAVING ON COMPACTED BASE. �--� - -- 1 -- - - - - -- ! -- . t -- ----- - - - - -- -- - - - - -- -- - - ----- - - - - -- �0 - - - -- -- - -- -- o GD N' SEE SHEET 1. BROOM FINISH PER LANDSCAPE PLANS Z 9 S z c � ^ 26 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 103, "W" SHOWN ON PLAN. c 0°F� 12 CO 21 - 1G - - -� -- -- 13 o v 35.5I� 6 �g� ao 12 �. tiF� 9 ro, ni m 12 9] 13 13 F� 20 14 N 89 42'28' W 15 u l� 16 kF 17 N 89'42'28' 13 18 - - - 20 19� - 32 2 13 S 21 C`lH N 898228` W- - -'- z �27 INSTALL STREET LIGHT PER BUILDING & SAFETY PERMIT: PMT 2012 -01916 °O '- C L 24` SD C l 30` SD 12 16' °� �t /L 30" SD g jam° 0- CONSTRUCT 80 MM BELGARD, PATTERN "A" PAVERS ON t" SAND BASE 5 21 / 9 12 12 / 9 25 25 12 21 �l C/L 36' SD 12 24 OVER 8" C.A.B. SEE SHEET 1. a0 -OD C12 .r rs O R/W �} _ 22 33 12 22 R/W �} 76930' An m, 48 ry m 26 16 26 N ° "? Z O J s "' r3 "' r$ TYP. ^ 26 "' rs m M i� M M N in TYP. N m N M LOT C a' M N M M I 33 +^ rn- O �o o° 00 �o t aoo 00 00° ° n o <r k CD o J 47 U 46 45 44 x 43 42 41 d: x 40 ri ° 39 rn o, = 38 rn ° ,..� ° 37 36 = Oc 5 v + _ �i co �- o- o- c? U 1 + �1' M cn r M U d' c1- � [n U N io ao Q O Q (p to t0 c0 O J= O •7 II r O Of J M N �n O� J <Y I� 7 O M J M I� cD 18' Q23 23 Q Q 03 0" +� +v N n N� MU MU MN �U �c� U oU CO � aov aD� N 00 23 23 23 27 23 23 23 27� 23 23 27� 23 23 23 23 27� D,�' D D A Al Ii 11 ZA CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT C1 90'00'00" 45.00 70.69 45.00 C2 90'00'00" 27.00 1 42.41 27.00 C3 90'00'00" 63.00 1 98.96 63.00 Underground Service Alert CALL TOLL FREE 1 -800 227 -2600 TWO WORKING DAYS BEFORE YOU DIG SEASONS DRIVE (PRIVATE STREET) 6 I I w J a U !n j REVISED AND ADDED STAMPED CONCRETE PAVING CONST. NOTES 1-14, 2 REVISED STREET LIGHT CONSTRUCTION NOTE -7- t Sj -l-r- REVISED LOCATIONS OR STATIONS OF PROPERTY LINES, STREET 1 LIGHT, DR. APPROACHES & STREET TREES ON LOTS 43-48. DESCRIPTION of REVISION DATE APPROVED CITY of RANCHO CUCAMONGA PLAN AND PROFILE TRAC T 18804 SEASONS DRIVE (PRIVATE STREET) STA. 10 +00.00 TO STA. 19 +72.13 ROW 2012- 00088 APPROVED BY: / DATE: CITY ENGINEER RCE: 53672 DESIGN MADOLE & ASSOCIATES, INC. REC ED SCL CONSULTING CIVIL ENGINEERS AND LAND PLANNERS DRAWN 9302 PITTSBURGH AVENUE, SUITE 230 SHEET RANCHO CUCAMONGA CA 91730 SCLUCV 1 ( Qp) 481 -6'322 9 of 21 CHECKED /J r (> E No 36637 DRAWING NO. SCL DATE FILE No 2314 BENCHMARK: L =42.41' BENCH MARK NO. 10012 FD. 1" ROUND HEAD BOLT :. .. _ _. _ ... . .... .. : .. O.C.:. .. . ... IN CONC. CURB STAMPED 'S.B. Co. BM 01670" AT _V. THE NORTHEAST CORNER OF 6TH STREET AND HELLMAN m : AVENUE, 1 FOOT EAST OF BCR. :. .. .. L= 42.41' _ :. _ : o cV. W 00 °�. �., o ... ELEVATION: 1051.107 0. C. co v rn 00 °' LO v oc +O � m on PART.50 VC cv w _ PART. VG + _ : _ PI= 53.50 coo Q N In v c c" LO _ PI-5i 72 : 0 w g% to '6 co o m � + � ui In LO > °° m TR= 1.53% PART. o cr +00 N LO PART. p ci m L =42.41 50'VC >m� m N up 50'VC In > 00 ,O N u' 1055 0_C. , \ 50.96 rn v w + ? R,2g5%` t= 42.41' PI= 49.90 ^ m N . r ° 0 O c? °'• M - 0D n� � + � < ? °' W � � PROPOSED 36' VC i ©° + �i + m ' ; o o r m + r X-GUTTER FL. PI= 59.34 ' ,A .. 0+. p+.. 0 ^,: � � .. R_1.37% _ K. 0) M _ v W Ui h. co ..gym '2 s20. .. .. cV U F-p tom. _. .. . m m m m PROPOSED • o a N v 00 `O + M R, X- GUTTER F cn 0 o ©o O+ p Q> z' PROPOSED TOP PROPOSED TOP > 0) to OF W' Y. CURB NN �' ��' OF W' Y. CURB M- nto 1050 _ tzol PROPOSED a z °• _ O _ a c0 X- GUTTER FL. 50' VC of �I i rn TR =0.43% PROPOSED 50' VC °m° to PI-53.53 i co UrO X- GUTTER FL: PI= 3.75 c) U �i LO 50 VC m 0� ++' M _2.0% '04 m °o N 4 R 1055 CL p CN PI= 0.99. rn N `� Rs3 4% � 50' VC � O, 0 UOt1') +� �O OM . .. _ z �04mAOU OU. OW On �� : _.. .. o > 0 > L= 42.41' 1,379` o� 0+- o+ _ _ _ �°+m -nro00 +cO +c� In 62° ,� .O.C. a c.�oo__oo Cr _2 L =42.41 -�' -,f) C) °° ©`� � PROPOSED FINISH Nw W PROPOSED FINISH o `� 00 R =z.o SURFACE CL._ D.C. SURFA E @ CL. � N m 1050 CL- @ - (p 81 + p Of o 04 tq i 0 0 R =2.0 R =1.0% PART. vC + `O PART.50'VC o U N N LO PI =53.50 m y m_ 61 m PI =53 72 Cp U ,to b' gbq cpo +. u°'i.. c6 m co m �� TR= 1.47% PART, o N L= 42.41' 50 VC >acoo m N °° 50 PART. 0 C > °o m c i i0 Co O.C. 5096 v m+ cn,2•g5 TOR t= 42.41' PI =49.90 ^ N _ / 01 nr gU 01? ^m °'a0 ii ^'n LO r ? 3---5 LO X- GUTTER FL OL 70 m n 0 �y 0 -n o c;� R -1 3 PROPOSED M o v 'r n CO 2.62 X- GUTTER F 0 o c! _ +q + H M � PRQP SED TOP m ° O ° p PROPOSED TOP OF'E' Y CURB _ OF E Y. CURB �50 _ TR =0.437 PROPOSED 0 _ _ X- GUTTER FL. TR =0.437 PROPOSED X- GUTTER FL. PROFILE HOW 1 "= 40' 10 +00 11+00 12 +00 13 +00 PLAN 1"= 40' 10 +00 11+00 12 +00 13 +00 14 +00 SCALE IN FEET STREET CONSTRUCTION NOTES 0 40 80 120 160 SEASONS DRIVE HARVEST VISTA DRIVE (PRIVATE STREET) (PRIVATE STREET) SEE SHEET 9 SEE SHEET 6 CULINARY PLACE (PRIVATE STREET) Underground Service Alert CALL TOLL FREE 19 1 -800 227 -2600 TWO WORKING DAYS BEFORE YOU DIG 39 CL. INT. 10 +00.00 KLUSMAN AVENUE =15 +74.83 SEASON DRIVE LOT "C" CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT C1 90100'00" 63.00 98.96 63.00 C2 90'00'00" 27.00 42.41 27.00 C3 18'11'42" 35.00 11.11 5.60 C4 233'26'33" 25.00 101.86 49.66 C5 35"14'51 " 35.00 21.53 11.12 C6 13'10'44" 1 151.88 34.93 17.54 SCALE: 1 " = 40' SEASONS DRIVE (PRIVATE STREET) SEE SHEET 9 H 10 I -I I 59 61 ME t` Y i U 24 m U 0 28 "1 = 0 tO N V o + J O O + 1� 60 ° 9 /W <r 64 KLUSMAN AVENUE (PRIVATE STREET) 12 63 t No. 36637 Exp: 06 -30 -14 �C I V I 3 REVISED AND ADDED STAMPED CONCRETE PAVING CONST. NOTES• -/ REVISED STREET LIGHT CONSTRUCTION NOTE j DESCRIPTION Of REVISION DATE APPROVED CITY of RANCHO CUCAMONGA PLAN AND PROFILE TRACT 18804 CULINARY PLACE (PRIVATE STREET) STA. 10 +00.00 TO STA. 13 +37.02 KLUSMAN DRIVE (PRIVATE STREET) STA. 10 +00.00 TO STA. 13 +37.02 ROW 2012-00088 APPROVED BY: DATE: CITY ENGINEER„ '�+ RCE: 53672 DESIGN MADOLE 8c ASSOCIATES, INC. RE C QDED SCL CONSULTING CIVIL ENGINEERS AND LAND PLANNERS DRAWN 9302 PITTSBURGH AVENUE. SUITE 230 SHEETdr' RANCHO CUCAMONGA CA 97730 SCL/CV 9) 487 -6-%22 OF CHECKED D.-ftCE No 36637 DRAWING N0. SCL DA Z- FILE No 2314 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO.134. 10 INSTALL STREET NAME SIGN PER CITY STD. PLAN NO.401 -A & 401 -B 12 ADJUST MANHOLE RIM AND SEWER CLEANOUT TO GRADE. 13 ADJUST WATER VALVE COVER TO GRADE. 20 CONSTRUCT 4" A.C. PAVEMENT OVER 4" AGGREGATE BASE. 21 CONSTRUCT MODIFIED 6" CURB AND GUTTER PER CITY STD. PLAN NO. 104. HARVEST VISTA DRIVE "). (A2 -6) (W =18 (PRIVATE STREET) 24 CONSTRUCT MODIFIED CROSS GUTTER PER CITY STD. PLAN NO. 106 -A. SEE SHEET 6 25 CONSTRUCT STAMPED ASPHALT PAVEMENT. 26 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 103, "W" SHOWN ON PLAN. z ° Q 27 INSTALL STREET LIGHT PER BUILDING & SAFETY PERMIT: PMT 2012 -01916 5 18' 18' a 28 CONSTRUCT ACCESS RAMP PER SPWWC STD. 111 -3 SEE DETAILS ON SHEET 13. 15 w �V Z4�Nw Q25 3 CONSTRUCT 6" THICK INTEGRAL COLOR CONCRETE PAVING ON COMPACTED BASE. pl +j + SEE SHEET 1. BROOM FINISH PER LANDSCAPE PLANS t No. 36637 Exp: 06 -30 -14 �C I V I 3 REVISED AND ADDED STAMPED CONCRETE PAVING CONST. NOTES• -/ REVISED STREET LIGHT CONSTRUCTION NOTE j DESCRIPTION Of REVISION DATE APPROVED CITY of RANCHO CUCAMONGA PLAN AND PROFILE TRACT 18804 CULINARY PLACE (PRIVATE STREET) STA. 10 +00.00 TO STA. 13 +37.02 KLUSMAN DRIVE (PRIVATE STREET) STA. 10 +00.00 TO STA. 13 +37.02 ROW 2012-00088 APPROVED BY: DATE: CITY ENGINEER„ '�+ RCE: 53672 DESIGN MADOLE 8c ASSOCIATES, INC. RE C QDED SCL CONSULTING CIVIL ENGINEERS AND LAND PLANNERS DRAWN 9302 PITTSBURGH AVENUE. SUITE 230 SHEETdr' RANCHO CUCAMONGA CA 97730 SCL/CV 9) 487 -6-%22 OF CHECKED D.-ftCE No 36637 DRAWING N0. SCL DA Z- FILE No 2314