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HomeMy WebLinkAbout2350GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FRO 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, ECT. 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 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 ENGINEERS 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 DETERMINATIONS COMPLETELY 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 ROCKY MATERIAL, THE SUB -GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB -GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB - GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AND BE RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS, WHICH IS NOT SFECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES, SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS FOR WORK. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 -A AND 401 -B SHALL BE CONSTRUCTED AT EACH INTERSECTION. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF 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 KEPT IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE CITY INSPECTOR. 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION A. VERIZON (800) 483 -3000 DENOTES 1400 E. PHILLIPS BLVD. OT7. DENOTES STREET NAME SIGN POMONA, CA 91766 DENOTES TRAFFIC SIGN B. SOUTHERN CALIFORNIA GAS COMPANY (800) 427 -2200 MAIDENHAIR TREE 216 N. EUCLID AVENUE (800) 427 -2000 3 ONTARIO, CA 91762 "FAIRMOUNT" C. CUCAMONGA VALLEY WATER DISTRICT (909) 987 -2591 °o o 10440 ASHFORD STREET w 3' 50' O.C. RANCHO CUCAMONGA, CA 91730 `n '_ D. METROPOLITAN WATER DISTRICT (909) 593 -7474 700 N. MORENO AVENUE SADDLE TREE PLACE PODOCARPUS U LA VERNE, CA 91750 40' O.C. 15 GAL. ROCK DR. o a a e E. CHARTER COMMUNICATION (951) 987 -6275 0 6680 VIEW PARK COURT 0 RIVERSIDE, CA 92503 Gs. o F. SOUTHERN CALIFORNIA EDISON COMPANY (909) 987 -6585 7951 REDWOOD AVENUE o FONTANA, CA 92336 d a�0 PRIVATE ENGINEER'S NOTICE TO CONTRACTOR 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 OR 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, INDEMINIFY, AND HOLD THE OWNER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE OWNER PRIOR TO THE COMMENCEMENT OR WORK. SERVICE L TOLL FREE 00- 422 -4133 .EAST TWO DAYS o�FORE YOU DIG �F SOUTHERN CALIFORNIA I � I Ii I' x f g6 momA �1 TRACT N0.18709 IN THE CITY OF RANCHO CUCAMONGA i LEGEND Z-' DENOTES STREET PLAN SHEET NUMBER 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 WILL BE DISTURBED DURING CONSTRUCTI N DATED: 1,� c BRUCE HUNSAKER, L.S. NO. 5921 NOTES: 1. FOR LMD IMPROVEMENTS ON VINTAGE DRIVE AND DAY CREEK BOULEVARD, SEE D SHEETS L -1 TO L -11. 2. FOR SIDEWALK IMPROVEMENTS, SEE DWG. 1813 REV. 1 (VINTAGE DRIVE) DWG. 1803 REV. 6 (DAY CREEK BLVD.) FOR SADDLE TREE PLACE SEE SHEET 3 OF THIS PLAN SET. , polommil ILEX MAP SCALE 1 " =50' NEW PAVEMENT 2' MIN. 2' OR AS w MIN. w DIRECTED ? OR AS Itz DIRECTED 4 a r, C� riot MEADOWS DR. jo�K PROJECT SITE DENOTES PROPOSED STREET LIGHTS wt mV DENOTES EXISTING STREET LIGHTS OT7. DENOTES STREET NAME SIGN _ a DENOTES TRAFFIC SIGN 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 WILL BE DISTURBED DURING CONSTRUCTI N DATED: 1,� c BRUCE HUNSAKER, L.S. NO. 5921 NOTES: 1. FOR LMD IMPROVEMENTS ON VINTAGE DRIVE AND DAY CREEK BOULEVARD, SEE D SHEETS L -1 TO L -11. 2. FOR SIDEWALK IMPROVEMENTS, SEE DWG. 1813 REV. 1 (VINTAGE DRIVE) DWG. 1803 REV. 6 (DAY CREEK BLVD.) FOR SADDLE TREE PLACE SEE SHEET 3 OF THIS PLAN SET. , polommil ILEX MAP SCALE 1 " =50' NEW PAVEMENT 2' MIN. 2' OR AS w MIN. w DIRECTED ? OR AS Itz DIRECTED 4 a r, C� riot MEADOWS DR. jo�K PROJECT SITE 0.10' MIN. THICKNESS AC OVERLAY — EXIST. PAVEMENT `REMOVE EXIST. AC PAVING SAWCUT SECTQN DETAIL NOT TO SCALE STFUT BOTANICAL VINTAGE DR. wt mV wm= STZE OT7. a NAYS NAYS SPACE w w DRIFTWOOD PLACE o MAIDENHAIR TREE 5' 40' O.C. W 3 J m "FAIRMOUNT" ° 0 °o o CERCIS w 3' 50' O.C. 15 GAL. `n '_ CANENDENSIS W WHITE SADDLE TREE PLACE PODOCARPUS U 3' 40' O.C. 15 GAL. ROCK DR. o a a 0 Gs. 210 FREEWAY VICINITY MAP - _ -- N.T.S. CONSTRUCTION NOTES AND QUANTITIES NO. DESCRFTION QUANTITY UNIT 1 CONSTRUCT MINIMUM 3" A.C. OVER 4" A.B. PER GEOTECHNICAL REPORT 18,176 SF CONSTRUCT DRIVE APPROACH AND SIDEWALK, TYPE R1 PER CITY OF RANCHO 1,704 SF 2 3 CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 102 704 SF (-4 )-CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 103 3,925 SF CONSTRUCT CURB AND GUTTER - BARRIER, TYPE A2 -6, PER CITY OF RANCHO 1,050 LF 5 AMONGA STANDARD ELAN 104 CONSTRUCT CONCRETE CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD (6)__ 7 SAWCUT, COLD PLANE AND OVERLAY PER A.C. PAVEMENT JOIN DETAIL ON SHEET 2 180 SF INSTALL 5800 LUMEN HIGH PRESSURE SODIUM VAPOR STREET LIGHT BY SCE; PAID 3 EA 8 )_ FOR AND COORDINAIFD BY DEVELOPER CONSTRUCT CURBSIDE DRAIN OUTLET -LOW CAPACITY, PER CITY OF RANCHO 2 SF 9 STANDARD PLAN 107-A INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 1 EA 10 11 CONSTRUCT REFLECTIVE HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA STANDARD PIAN 134 2 EA 12 SAWCUT AND REMOVE EXISTING CONCRETE CURB AND GUTTER 90 LF 13 REMOVE EXISTING CURB ADJACENT CONCRETE SIDEWALK 360 SF 0- REMOVE EXISTING RETAINING WALL WITHIN R/W 60 LF 15 REMOVE AND RELOCATE EXISTING STREET LIGHT 1 EA CORE DIAMETER HOLE THROUGH CURB FACE AND INSTALL DIAMETER N PIPE 20 EA i6 TO R W. LAY PVC PIPE AT 1% AND DRAIN THROUGH CURB. SEE DETAIL ON SHEET 1. 17 INSTALL STREET TREE PER STREET TREES CONSTRUCTION NOTES AND LEGEND 13 EA 0.10' MIN. THICKNESS AC OVERLAY — EXIST. PAVEMENT `REMOVE EXIST. AC PAVING SAWCUT SECTQN DETAIL NOT TO SCALE STFUT BOTANICAL com" wt mV wm= STZE OT7. NAPE NAYS NAYS SPACE DRIFTWOOD PLACE GINGKO BILOBA MAIDENHAIR TREE 5' 40' O.C. 15 GAL. 3 "FAIRMOUNT" LACEBARK DRIVE CERCIS EASTERN REDBUD 3' 50' O.C. 15 GAL. 6 CANENDENSIS SADDLE TREE PLACE PODOCARPUS LONG - LEAFED 3' 40' O.C. 15 GAL. 4 HENKBLII YELLOW WOOD •J ►4I; • • •- - - 1. ALL STREET TREES ARE T0i`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. R/W 12' DRILL CORE HOLE TO BE SLIGHTLY LARGER THAN DIA. OF PIPE 1/2" LIP TEE W/ LOOSE CAP OR GRATE \-3" P.V.C. SCH. 40 ®S =1.0% \-4" P.V.C. DRAIN LINE SEE PIPE END 1" MIN. IN PLACE WITH MARKINGS VISIBLE. PRECISE GRADING PLAN FROM BACK OF CURB INSPECTION REQUIRED BEFORE BACKFILL CALL 477 -2740, EXT. 3 " P.V.C. TEE AND REDUCER 4010 CITY ENGINEERING DIVISION (FOR CLEANOUT) WITH 24 HRS ADVANCE NOTICE. CURB CORE AND 3" PVC PIPE NO SCALE C/L R/W LACEBARK DRIVE NO SCALE 0 D [ N d a 0 u 1520 LT- 1515 LT- TANGENT 10 +00.00 C.L. 16 +46.27 C.L. 90'00'00" 1522.00 FS 1520 27.00' 1515 - 1520 ,RT_ 1515 RT- 1D110%�_ll f_l O DELTA / BEARING RADIUS LENGTH TANGENT Q 90'00'00" 27.00' 42.41' 27.00' Q 09'59'52" 102.00' 17.80' 8.92' Q3 N80'03'41 "E - 43.59' - ® 109'38'59" 58.00' 110.99' 82.29' QS N10'09'14 "E - 43.59' - © 10'00'06" 102.00' 17.80' 8.93' Q7 90'00'03" 27.00' 42.41' 27.00' ® 90'00'00" 27.00' 42.41' 27.00' UNDERGROUND SERVICE GRAPHIC SCALE SCALE: 1" = 40' DIAL TOLL FREE 1- 800 - 422 -4133 AT LEAST TWO DAYS BEFORE YOU DIG T= -5.48% - 't L °17.80' c 43.59'VC ° BENCHMARK 3 CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 102 v + N PVI= 1516.80 PORTION OF 100.00' VC M to O C'4: m' ca 0 o 0 Lo a NUMBER: 10103 o °o �n m F G2= -3.10% o' ELEVATION = 1781.647 NGVD29 DATUM co o w U + N a0 to r A j N 12 O F -1.7p y, N / \ C14 ° n A/4=27.7475' L= 17.80' STAMPED "RANCHO CUCAMONGA BENCH MARK Ln N N F - 't L °17.80' 43.59'VC ° BENCHMARK 3 CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 102 v + N PVI= 1516.80 PORTION OF 100.00' VC CITY OF RANCHO CUCAMONGA BENCHMARK to O C'4: m' ca o G1= -1.20% PVI = '14 +75;00; 1510.61 NUMBER: 10103 o °o �n m rl 0 + - I . G2= -3.10% G1= - 4.09 %;' G2= -3.10% ELEVATION = 1781.647 NGVD29 DATUM I �M .- o 06 L) 0 L= 110.99' 12 LOCATION: 2" BRASS DISK IN TOP OF CURB -1.7p y, N / \ M m n A/4=27.7475' L= 17.80' STAMPED "RANCHO CUCAMONGA BENCH MARK ARK DR.= N ! \ o 0 0 m 43.59' 10103 1987 "AT THE SOUTHEAST CORNER OF o m -1515 N m N m m HERMOSA AVENUE & WILSON AVENUE, AT THE .E TREE PL ! '&--/ to O SEE SHEET 3 SADDLE TREE PLACE 1 I� OR Is IDARY VERT: 1 = 4 CONSTRUCTION NOTES NO. - 't _ L&;URINRbl�K*U,L;�IPLS)t<INVL�#%*f-&ELWALK, ITIjt KI PER CITY OF RANCHO ° CUCAMONGA STANDARD PLAN 101; W =PLAN, X =3' 3 CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 102 :. + N CONSTRUCT CURB AND GUTTER - BARRIER, TYPE A2 -6, PER CITY OF RANCHO END OF THE CURB RETURN ON WILSON AVENUE ° 00 co to > w C'4: L= 42.41' o Lo PROPOSED TOP CURB 18' LEFT OF -1.20% FOR AND COORDINATED BY DEVELOPER &9 0. C. rl 0 + - I . n ui OLO � o tD tO @INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STANDARD PLAN I �M .- to 14 +75.00; 1510.61 'o 11 STANDARD PLAN 134 12 r o 13 n Lo / \ REMOVE EXISTING RETAINING WALL WITHIN R/W � EXISITNG GROOUND ® C.L. � ARK DR.= N ! \ o w m o m -1515 ro 3Jp� .E TREE PL ! '&--/ to O Q Lu N - 0 w -�� w PVI ��,�u o.n 0r, I5v Lj 'n -- F - G1 _- Lo +^ C5 °N o � 0 o' x ^ m mIn Q 0N � Z O +� N to O w N Of -1'707 _ .- 0,0 o 2 N to +U50 Lo Lo r to � 0 T= -4.09 CD I` o ^ 100.00' VC =n r �` -3.10% -1510 RT, N ' + = 13 +35.00; 1516.30 -3.10% X1.70 %; G2 =- 4.09% PROPOSED FINISHED v SURFACE 0 C.L. L= 42.41' 10+00 11 +00 12 +u 13 +00 �' 14+00 \- 15 +00 -1520 ,n ° L � L 0. C. 100.00' vc ' M U °° O w vt N H M � L_ u ro PORTION OF 100.00' VC O 0 0 0 c U I- v PVI = 13 +35.00; 1516.33 Dui 0NOd C-4 m N �� �f 1 00 � G1= - 1.70 %; G2 =- 4.09% r i �• o d° M N L o L -_ -� I w g W) U-) 0� � °� m `I `' -1515 '4 O O O La p 9 + +r o o p 0L o V) 649 °o (6 m 0 - rl °° • A 't w h + � ° F SEE SHEET 3 SADDLE TREE PLACE 1 I� OR Is IDARY VERT: 1 = 4 CONSTRUCTION NOTES NO. ao w o to L&;URINRbl�K*U,L;�IPLS)t<INVL�#%*f-&ELWALK, ITIjt KI PER CITY OF RANCHO ° CUCAMONGA STANDARD PLAN 101; W =PLAN, X =3' 3 CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 102 4 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 103 CONSTRUCT CURB AND GUTTER - BARRIER, TYPE A2 -6, PER CITY OF RANCHO END OF THE CURB RETURN ON WILSON AVENUE ° 00 co to > w C'4: PLAN 106 -A U ~ 5800 LUMEN HIGH PRESSURE SODIUM VAPOR STREET LIGHT BY SCE; PAID &INSTALL FOR AND COORDINATED BY DEVELOPER &9 -1.7py, rl 0 + - I . n ui OLO � o tD tO @INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STANDARD PLAN I �M .- to 14 +75.00; 1510.61 'o 11 STANDARD PLAN 134 12 r o 13 n Lo + + REMOVE EXISTING RETAINING WALL WITHIN R/W 15 > �' � 16 N 17 INSTALL STREET TREE PER STREET TREES CONSTRUCTION NOTES AND LEGEND w m o m -1515 LT 3Jp� I to O Q Lu PROPOSED TOP CURB 18 RIGHT OF w - ��,�u o.n 0r, I5v Lj Lu Q F Lo +^ C5 °N m in � 0 o' x ^ m Q 0N � Z O T =- 4.09% N Of OX r` 2 N to +U50 Lo Lo r -1510 o OZ-° LT T= -4.09 1512.65 TC ^ 100.00' VC =n r �` -3.10% -1510 RT, = 13 +35.00; 1516.30 -3.10% X1.70 %; G2 =- 4.09% v 10+00 11 +00 12 +u 13 +00 �' 14+00 \- 15 +00 -1520 ,n ° L � 100.00' vc ' °° O w vt 'RVI = +75.00; 1510.58 L_ u ro 14 00 O IA_ � > 0- - 4.09 %; G2 = -3.10% r+iN Dui 0NOd m � �� �f 1 z r i �• v� °o +ion d° to ° oN L o L -_ -� I w g W) U-) � °� m `I `' -1515 '4 O O O La p 9 + +r o o p 0L o V) :.. •- 0 - rl °° • A 't w h u'1 + Lo O + Lo 0 0 to Lo OI �r ;°hog - y -- -1510 -3.10% L= 42.41' Of v m CURB RETURN SEE SHEET 3 SADDLE TREE PLACE 1 I� OR Is IDARY VERT: 1 = 4 CONSTRUCTION NOTES NO. -1.70% w o u O 0 L&;URINRbl�K*U,L;�IPLS)t<INVL�#%*f-&ELWALK, ITIjt KI PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 101; W =PLAN, X =3' 3 CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 102 4 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 103 CONSTRUCT CURB AND GUTTER - BARRIER, TYPE A2 -6, PER CITY OF RANCHO ° 00 co to ° CONCRETE CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 106 -A 100.00' VC 5800 LUMEN HIGH PRESSURE SODIUM VAPOR STREET LIGHT BY SCE; PAID &INSTALL FOR AND COORDINATED BY DEVELOPER &9 -1.7py, rl 0 + - I . n ui OLO � o tD tO @INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STANDARD PLAN -401-A PVI = 14 +75.00; 1510.61 CONSTRUCT REFLECTIVE HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA 11 STANDARD PLAN 134 12 SAWCUT AND REMOVE EXISTING CONCRETE CURB AND GUTTER 13 n Lo + + REMOVE EXISTING RETAINING WALL WITHIN R/W 15 > G1= - 4.09 %; G2- -3.10% 16 TO R W. LAY PVC PIPE AT 1% AND DRAIN THROUGH CURB. SEE DETAIL ON SHEET 1. 17 INSTALL STREET TREE PER STREET TREES CONSTRUCTION NOTES AND LEGEND HFRFON o M µ Z O Q Lu PROPOSED TOP CURB 18 RIGHT OF o b N+ I m x Lu Q -1515 RT � It Lo o oto or �,�v0 ° ' a^ U-) o to w F F to T =- 4.09% to N o Oo do +° OX r` 14 +25:05 ECR to +U50 Lo Lo r + o OZ-° �00 1512.65 TC ^ to =n r �` -3.10% -1510 RT, PROFILE SCALE 10+00 11 +00 12 +u 13 +00 14+00 15 +00 16 +00 HORZ: 1 "= 40' SEE SHEET 3 SADDLE TREE PLACE 1 I� OR Is IDARY VERT: 1 = 4 CONSTRUCTION NOTES NO. DESCFPTM &CONSTRUCT MINIMUM 3" A.C. OVER 4" A.B. PER GEOTECHNICAL REPORT L&;URINRbl�K*U,L;�IPLS)t<INVL�#%*f-&ELWALK, ITIjt KI PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 101; W =PLAN, X =3' 3 CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 102 4 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 103 CONSTRUCT CURB AND GUTTER - BARRIER, TYPE A2 -6, PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 104 (CONSTRUCT CONCRETE CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 106 -A SAWCUT, COLD PLANE AND OVERLAY PER A.C. PAVEMENT JOIN DETAIL ON SHEET 2 5800 LUMEN HIGH PRESSURE SODIUM VAPOR STREET LIGHT BY SCE; PAID &INSTALL FOR AND COORDINATED BY DEVELOPER &9 CONSTRUCT CURBSIDE DRAIN OUTLET -LOW CAPACITY, PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 107 -A @INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STANDARD PLAN -401-A AND 401 -B CONSTRUCT REFLECTIVE HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA 11 STANDARD PLAN 134 12 SAWCUT AND REMOVE EXISTING CONCRETE CURB AND GUTTER 13 REMOVE EXISTING CURB ADJACENT CONCRETE SIDEWALK 14 REMOVE EXISTING RETAINING WALL WITHIN R/W 15 REMOVE AND RELOCATE EXISTING STREET LIGHT HOLE H A AN INSTALL N I 16 TO R W. LAY PVC PIPE AT 1% AND DRAIN THROUGH CURB. SEE DETAIL ON SHEET 1. 17 INSTALL STREET TREE PER STREET TREES CONSTRUCTION NOTES AND LEGEND HFRFON NOTE: PROPERTY OWNERS OF CORNER SIDE YARD LOTS 1, 4 AND 12 SHALL PRIVATELY MAINTAIN THEIR PROPOSED PARKWAYS AND PLANTING AREA BETWEEN THE BACK OF SIDEWALK AND PERIMETER WALLS. BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE STATE PLANE COORDINATE SYSTEM, ZONE 5, NORTH AMERICAN DATUM 1983, AS DETERMINED LOCALLY BY THE LINE BETWEEN NGS STATIONS 'RTHS" AND "P575 ", BOTH AS PUBLISHED ON NGS DATA SHEETS, BEING N51'28'59 "W (2009 EPOCH). ND. C58602 w EX P. 12 -31 -14 S, CIVIL ROW2013 -00778 APPROVED BY CITY ENGINEER DESIGN CHECKED DESCRIPTION OF REVISION I DATE CITY OF RANCHO CUCAMONGA �' CITY DATE R.C.E. N0.53672 PAUL A. PECK & ASSOCIATES rSHWEE D PO BOX 6165 NORCO, CA 92860 PH,� - 78 0 - 54041- -3491 ��. 2 OF 3 AUL A. PECK R.C.E. 602 X 12 -31 -14 DRAWING NO. O DELTA / BEARING RADIUS LENGTH TANGENT 1O 90'00'00" 27.00' 42.41' 27.00' Q2 90'00'00" 27.00' 42.41' 27.00' GRAPHIC SCALE 80 1 SCALE: 1" = 40' 160 POR. OF 60' VC BENCHMARK PVI STA = 3 CITY OF RANCHO CUCAMONGA BENCHMARK 17 +75.00 m POR: OF 100' VC = NUMBER: 10103 _ ,-. PVI STA = 16 +75.00 PVI ELEV - r` c, c� PVI- ELEV = 1523,13 ELEVATION = 1781.647 NGVD29 DATUM 1 RT_ 1528.22 To "' m ~ w LOCATION: 2" BRASS DISK IN TOP OF CURB (t s M O SAWCUT AND REMOVE 9) C o EXIST. CURB GUTTER STAMPED "RANCHO CUCAMONGA BENCH MARK u N N W 10103 1987 AT THE SOUTHEAST CORNER OF \ + ^ Lo o HERMOSA AVENUE & WILSON AVENUE, AT THE \' END OF THE CURB RETURN ON WILSON AVENUE + N 27 1525 RT- EXISTNG TOP OF CURB -� N ao 0 18' RIGHT T O N + to .-- FLOWLINE AT - v 60' VC CROSS GUTTER �\ (3gs9 1520 RT > PVI STA = \ ) w 4 17 +75.00 \ \ o rn PVI ELEV = 100' VC ~'\\ to M 1528,19 O N o 4 > PVI _ STA =_ 15+75 \ In 153©_ - (t_ggy� o m o PVI ELEV 1523.10 ` 1 -1515 RT N Tp. \ u) N N (5.09 %) EXISTING FINISH > GRADE 0 C.L. q° u- ,- 60' VC o° N ui > PVI STA = \ \ CN w 17 +75.00 ` \ + Ln OO..N PVI ELEV si °p 1528,.22 \ 1530 LT- °o+° ' ~ w v EXISTING FINISH -152012 iT.9g9 o to 0 ` ~� -GRADE 0 C.L. s ui cO 100' VC ! \ \ i3 g6 �� Nu5 \ + + N PVI STA = 16+75.00 `\ ~ \�- PVI ELEV = 1523.13 \ \ 1525 LT- (5.099d) ` Ln \ ,5 \ EXISTNG TOP OF GURB-'1-4�11 ~ \ + Lo ® 18' LEFT ~ to \ , \ ~ -1520 LT \ 969i \ EXISTNG TOP PROFILE SCALE 19+00 18 +00 17 +00 16 +00 15 ♦- 14 +00 HORZ: 1 "= 40' VERT: 1 "= 4' VINTAGE DRIVE PER TRACT 14493 -1, DWG. 1813 12 n I 4 TYP. PROP. R/ LLJ 'a' 7 . a 0 t R wX. CURB w a ( 18 GUTTER TO REMAIN Fa - - u - ^m L -I ro I < Q�P Of a 1c -FOB' 1 VINTAGE DRIVE PER TRACT 14493 -1, DWG, 1813 - ---411- - SADDLE TREE PLACE 7 TRACT 18032 ^o LACEBARK DRIVE w� SEE SHEET 2 3 a� 4 ❑ Lo 15 CURB AND GUTTER - BARRIER, TYPE A2 -6, PER CITY OF RANCHO 10 +45.00 N7 N N PLAN 106 -A ECR Lo t2'o 10 +44.97 03 CONSTRUCT CURBSIDE DRAIN OUTLET -LOW CAPACITY, PER CITY OF RANCHO E R PROP. R/W OIL; INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 16 +01.27 11 9FL 1t 1520.1BTC 4 13 3 I 14 1919 68F EX. R/W REMOVE AND RELOCATE EXISTING STREET LIGHT 16 HOLE THROUGH CURB FACE AND I IN TO R W. LAY PVC PIPE AT 1% AND DRAIN THROUGH CURB. SEE DETAIL ON SHEET 1. 17 INSTALL STREET TREE PER STREET TREES CONSTRUCTION NOTES AND LEGEND N�'ZE X. CURB & GUTTER N TO REMAIN - c - ---411- - SADDLE TREE PLACE 7 TRACT 18032 ^o � &CONSTRUCT w� CUCAMONGA STANDARD PLAN 101; W =PLAN, X =3' 3 a� 4 uj 15 CURB AND GUTTER - BARRIER, TYPE A2 -6, PER CITY OF RANCHO Hv w� JV Q� uj EX. IMPROVEMENTS PER a TRACT 14522, DWG. NO. 1814 CONSTRXTM NOTES NO. MSCWMON &CONSTRUCT MINIMUM 3 A.C. OVER 4" A.B. PER GEOTECHNICAL REPORT CUCAMONGA STANDARD PLAN 101; W =PLAN, X =3' 3 CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 102 4 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 103 (S�CONSTRUCT CURB AND GUTTER - BARRIER, TYPE A2 -6, PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 104 CONSTRUCT CONCRETE CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 106 -A 7a SAWCUT, COLD PLANE AND OVERLAY PER A.C. PAVEMENT JOIN DETAIL ON SHEET 2 INSTALL 5800 LUMEN HIGH PRESSURE SODIUM VAPOR STREET LIGHT BY SCE; PAID FOR AND COORDINATED BY DEVELOPER CONSTRUCT CURBSIDE DRAIN OUTLET -LOW CAPACITY, PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 107 -A 10 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401 -A AND 401 -8 11 CONSTRUCT REFLECTIVE HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 134 12 SAWCUT AND REMOVE EXISTING CONCRETE CURB AND GUTTER 13 REMOVE EXISTING CURB ADJACENT CONCRETE SIDEWALK 14 REMOVE EXISTING RETAINING WALL WITHIN R/W 15 REMOVE AND RELOCATE EXISTING STREET LIGHT 16 HOLE THROUGH CURB FACE AND I IN TO R W. LAY PVC PIPE AT 1% AND DRAIN THROUGH CURB. SEE DETAIL ON SHEET 1. 17 INSTALL STREET TREE PER STREET TREES CONSTRUCTION NOTES AND LEGEND NOTE: PROPERTY OWNERS OF CORNER SIDE YARD LOTS 1, 4 AND 12 SHALL PRIVATELY MAINTAIN THEIR PROPOSED PARKWAYS AND PLANTING AREA BETWEEN THE BACK OF SIDEWALK AND PERIMETER WALLS. THE BASIS OF BEARINGS IS THE STATE PLANE ROPESS�� COORDINATE SYSTEM, ZONE 5, NORTH AMERICAN DATUM 1983, AS DETERMINED LOCALLY BY THE LINE BETWEEN NGS STATIONS 'RTHS" AND "P575 ", BOTH AS PUBLISHED ON NGS DATA SHEETS, BEING N51028'59 "W a Na C58602 (2009 EPOCH). EXP. 12 -31 -14 CTVT1 /' ROW2013 -00778 APPROVED BY CRY ENGINEER - DESIGN CHECKED DESCRIPTION OF REVISION I DATE I Ty DATE /i 3- /S R.C.E. N0.53672 PAUL A. PECK & ASSOCIATES PO BOX 6165 NORCO, CA 92860 PH- 'OQ- 7Rn- FAn6�A 2QF; / 'nR -1d01 3 OF 3 -14 DRAWING NO.