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HomeMy WebLinkAbout1656GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARDS AND THE: STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. 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, 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 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 SUBGRADE 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 SUBGRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND / OR SURFACING. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY 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 SELECTIONS (PRIOR TO FINAL PLAN APPROVAL). 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 SUBGRADE 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 SUBGRADE, 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 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 IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 17. CONTACT UNDERGROUND ALERT 1-800-422-4133 AND THE FOLLOWING UTILITY COMPANIES AS REQUIRED, 2 WORKING DAYS PRIOR TO EXCAVATION. 18. THE FINAL OR SURFACE LAYER OF ASPHALT CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ONSITE IMPROVEMENTS COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED AT THE DIRECTION OF THE CITY ENGINEER. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: CUCAMONGA COUNTY WATER DISTRICT 9641 SAN BERNARDINO ROAD RANCHO CUCAMONGA, CA 91730 (909) 987-2591 SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT MR. BOB STALLINGS - FOR BASE LINE CONSTRUCTION (818) 969-7911 METROPOLITAN WATER DISTRICT P.O. BOX 54153 LOS ANGELES, CA 90054 (909) 593-7474 EXT. 6461 « NOTE: UNDERGROUND ALERT CONTACTS: GENERAL TELEPHONE SOUTHERN CALIFORNIA EDISON SOUTHERN CALIFORNIA GAS COMPANY CABLF COMPANIES PROJECT SITE S TFF�i IMPROVFMENT PLANS TRACT NO. 12659 IN THE CITY OF RANCHO CUCAMONGA ESTATES WAY q WL80N AVEM METROPOIJTAN -8NATER DISTRICT 7330DO3 O.R. g SEE SHEET 4 SEE SHEET 3 T T ��' 11 10 9 8 7 8 5 4 3 2 1 15 1 f3 M3. lw /28 _31 i -H i_r 1 D i 8 �� 7 8 12 40.00, 13 PARF� CHCIE 0 �E 7. R N\z� I CCAt�fT--- FA-�14 ''26 1617 1 ANDA < 15 27 28 29 30 31 32 ��� 25 \ L -V �� 24 1 26 27 128 \\ 20 - - - AVENUE 28 fir. X 24 \ \ i 1C /\0,01 i 1 � 4 16 25 2-1 Y / �� 23 � I 17 24 IAT C 28 j� 22 �/ LOT A 21 r 25 2 TRACT 5 I 3 I TRACT NO. 12650-1 28 –MB 250/57-60– 18 23 20 21 MR 214/84-88 , 25 6 SEE SHEET 2 VISTA VERrX DR, 0 20 ` 24, 2-7 _ — — 40.00' I� 8 \ \ 7 y' 19 20 21 22 1 2 1 3 1 4 1 5 �_ \� // I 1 40.00' 213 –1� 16 I LIJ D \\ 8 1 7 1 8 17 14 1 I i �1 19 11) 1 2C) y 21 30 21 32 w 0572.512 OR ARENA DRIVE _L 1— I �� �— 10 WILSON AVENUE I I I I I I 1 I T— I PARc>J� MAP 16001 �i t1 112 1 13 1 14 1 16 116 13 1 12 1 t1 11D 1 0 1 8 1 7 1 8 1 5 1 4 1 3 I 1 1 2 1 O3 2 1 1 RANCHO VISTA SUMMIT AVENUE PLACE 0 EXISTING SURVEY MONUMENTATION z - Q I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED BY HIGHLAND w AVENUE THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS VICINITY MAP NOT TO SCALE *-INDICATES FOUND 1' I.P. WITH PLASTIC PLUG TAGGED L.S. 3913, DOWN 0.1' PER TR. 12659-1, M.B. 214/84-88, UNLESS OTHERWISE NOTED.,01 �RpF E S . /p C. q� 41, C, V' No. 20596 k�xEp. 9-30-VlF Q` CAL\F�P PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OF THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY SURVEYOR FOR EACH MONUMENT SHOWING THE REFERENCES TO BE USED TO RESET THAT MONUMENT AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED TO THE CITY. PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OF THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY SURVEYOR FOR THE RESETTING OF THE EXISTING MONUMENTS AND THE RELATED PERMANENT WITNESS MONUMENTS AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED TO THE CITY. I I R/W R/W 0.5' 0.5' 60' RIGHT OF WAYS T1=5 R=74 PARKE CIRCLE VISTA VERDE DRIVE N.1 S. IV CENTEX HOMES SOUTHERN CALIFORNIA DIVISION 2280 Wardlow Circle • Suite 150 Corona, CA 91720 STREET TREE SCHEDULE QUANT • BOTANICAL NAME 24 PYRUS CALLERYANA "BRADFORD" 56 SOPHORA JAPONICA LL�3'r�ii ESTIMATE OF QUANTITES tO INSTALL 8" P.C.0 CURB W/24' P.C.0 GUTTER PER CITY STANDARD 104 A2-8.................................................................. 2,850 LF 20 INSTALL P.C.C. CROSS AND LONGITUDINAL GUTTER PER CITY STANDARD 106-A.................................................................. 940 SF O INSTALL 3" A.C. OVER 4" AGG. BASE...................................................................................................................................... 45,740 SF ® INSTALL P.C.C. DRIVEWAY APPROACH PER CITY STANDARD 101 TYPE R-1; W -PER PLAN ................................................... 5,350 SF O INSTALL P.C.C. SIDEWALK PER CITY STANDARD 103................................................................................................................ 11,750 SF © INSTALL P.C.C. HANDICAPPED ACCESS RAMP PER CITY STD. 102.......................................................................................... 2 EA 70 INSTALL STREET LIGHT, 5800 LUMENS, HPSV BY S.C.E.; PAID AND COORDINATED BY DEVELOPER ...................................... 11 EA O9 INSTALL STREET NAME SIGN PER CITY STANDARD 401-A, 401-B......................................................................................... 1 EA 11 INSTALL PAINTED 'STOP' W/1' STOP BAR................................................................................................................................ 1 EA 12 INSTALL STOP SIGN PER CAL TRANS STANDARD R-1, PER CITY STANDARD 401-8 ............................................................. 1 EA 13 ADJUST SEWER MANHOLE TO GRADE........................................................................................................................................ 6 EA 14 INSTALL STREET TREES, 15 GALLON PER STREET TREE SCHEDULE AND STREET TREE'S CONST. NOTE ON SHT. 1........... 80 EA 15 REMOVE BARRICADE................................................................................................................................................................... 2 EA 16 INSTALL BARRICADE PER CITY STANDARD 131-A.................................................................................................................... 35 LF 17 ADJUST WATER VALVE TO GRADE.............................................................................................................................................. 6 EA 19 BROOKS 12" X 12" GRATED CATCH BASIN............................................................................................................................. 2 EA 20 4" PVC DRAIN PIPE.................................................................................................................................................................. 10 LF 21 INSTALL CURBSIDE DRAIN OUTLET -LOW CAPACITY PER CITY STD. 107-A............................................................................. 1 EA 22 RELOCATE AND INSTALL W53 (30') FROM VISTA VERDE AND WEST RANCHO ESTATES PLACE ............................................. 1 EA PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION THE CML ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. CONSTRUCTION NOTES FOR STREET TREES 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STD. 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 MY REQUIRE BACKFILL SOIL AMENDMENTS. AS DETERMINED BY THE CITY INSPECTOR. 3. ALL STREET TREE ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DMSION. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. COMMON NAME SIZE STREET SPACING BRADFORD PEAR 15 GAL, VISTA VERDE DRIVE 20' OC JAPANESE PAGODA TREE 15 GAL, PARKE CIRCLE 30' OC MDS CONSUL TING MORSE DOKICH SCHULTZ 17320 Redhill Avenue, Suite 350 (714) 251-8821 Irvine, CA 92714 FAX 251-0516 PLANNING ENGINEERING SURVEYING ��,pF E S S /Q\ C 41-1 O�� yG- No. 20596 �" m kExp. 9-30-01 � crvlt qTF � CAL\F�Q PROJECT SHEET NO. 1 OF 4 1A36908\,SIP\,,SIP4 -1 04 10-98 Z Q IL F_ Z W 2 W 0 a:(L2 F- W W cr I— VJ ') LO W N T ■ F - 60' 1-41 30' 30' 40' TRACT NO. 12659 l2 18' 18' 2' 32' 8' w CB RT g Of R=27.00' _ O° Of d=90'00100' o ' o W CB RT (FUTURE) L=2700 N O^ ::, Z I �.� co R=21.00' T=42.41' 7 + 12 �v + - o d=8519'53' c„ w L=42.10' go �`� m T=26.69' rj m m 138.44' �h. 16 Y 01 �,��,1� �r�d 1322 0>9 evs s N89 31 11 W 12 17 17 x�� o� o� �•� j� ' -t 14 TYP. 86.69' 90.00' G�`Y c� 90.00' C �•L� ��^� io io00 C,�� tt "! is C14 11 11 + o� o SSP N m �4 �4 �pxx 10,E 20 �4 21 � m x m w 7 '� � W C-> m CB RT (FUTURE) w s ; R=27.00' TRACT NO. 12659 /� d=9940'06' 401 L=42.73' 32' 8' T=27.32' TRACT NO. 12659 CB RT R=27.00' d=99oo'o0" 23 L=27.00' T=42.41' EQUESTRIAN TRAIL - 0 c • : 14 TYP. 19 "2 1 a 135.0X' 0 0 o 0 0 15 \lc 113 =TA 114 d 8•�- �3 d v U U U 90.00' tf) N 00 +3 0 INSTALL 8' P.C.0 CURB W/24" P.C.0 GUTTER PER CITY STANDARD 104 A2-8 U 2O 4 1520.898 o W z N IN FRONT OF ® INSTALL P.C.C. DRIVEWAY APPROACH PER CITY STANDARD 101 TYPE R-1; W -PER PLAN O N L_ N N X W 00'x'1 INSTALL STREET LIGHT, 5800 LUMENS, HPSV BY S.C.E.; PAID AND COORDINATED BY DEVELOPER 4 +o + 3 19 12 INSTALL STOP SIGN PER CAL TRANS STANDARD R-1, PER CITY STANDARD 401-B 14 TYP. 19 "2 1 a 135.0X' 0 0 o 0 0 15 \lc 113 =TA 114 d 8•�- �3 d v U U U 90.00' tf) N 00 +3 0 CONSTRUCTION NOTES 1O INSTALL 8' P.C.0 CURB W/24" P.C.0 GUTTER PER CITY STANDARD 104 A2-8 BENCHMARK 2O INSTALL P.C.C. CROSS AND LONGITUDINAL GUTTER PER CITY STANDARD 106-A 1520.898 3O INSTALL T A.C. OVER f AGG. BASE IN FRONT OF ® INSTALL P.C.C. DRIVEWAY APPROACH PER CITY STANDARD 101 TYPE R-1; W -PER PLAN O INSTALL P.C.C. SIDEWALK PER CITY STANDARD 103 L_ INSTALL P.C.C. HANDICAPPED ACCESS RAMP PER CITY STANDARD 102 _21 INSTALL STREET LIGHT, 5800 LUMENS, HPSV BY S.C.E.; PAID AND COORDINATED BY DEVELOPER 4 INSTALL STREET NAME SIGN PER CAL TRANS STANDARD 401-A, 401-B 11 INSTALL PAINTED 'STOP' W/1' STOP BAR 12 INSTALL STOP SIGN PER CAL TRANS STANDARD R-1, PER CITY STANDARD 401-B W ADJUST SEWER MANHOLE TO GRADE 14 ('r; O STREET TREE CONST. NOTES ON SHT. 1 _ REMOVE BARRICADE _ 1 fi INSTALL BARRICADE PER CITY STANDARD 131-A o0 17 0 19 BROOKS 12" X 12" GRATED CATCH BASIN C? 20 a PVC DRAIN PIPE 21 INSTALL CURBSIDE DRAIN OUTLET -LOW CAPACITY PER CITY STANDARD 107-A 2© RELOCATE AND INSTALL W53 (30') FROM VISTA VERDE AND WEST RANCHO ESTATES PLACE CONSTRUCTION NOTES 1O INSTALL 8' P.C.0 CURB W/24" P.C.0 GUTTER PER CITY STANDARD 104 A2-8 BENCHMARK 2O INSTALL P.C.C. CROSS AND LONGITUDINAL GUTTER PER CITY STANDARD 106-A 1520.898 3O INSTALL T A.C. OVER f AGG. BASE IN FRONT OF ® INSTALL P.C.C. DRIVEWAY APPROACH PER CITY STANDARD 101 TYPE R-1; W -PER PLAN O INSTALL P.C.C. SIDEWALK PER CITY STANDARD 103 © INSTALL P.C.C. HANDICAPPED ACCESS RAMP PER CITY STANDARD 102 0 INSTALL STREET LIGHT, 5800 LUMENS, HPSV BY S.C.E.; PAID AND COORDINATED BY DEVELOPER O9 INSTALL STREET NAME SIGN PER CAL TRANS STANDARD 401-A, 401-B 11 INSTALL PAINTED 'STOP' W/1' STOP BAR 12 INSTALL STOP SIGN PER CAL TRANS STANDARD R-1, PER CITY STANDARD 401-B 13 ADJUST SEWER MANHOLE TO GRADE 14 INSTALL STREET TREES, 15 GALLON PER STREET TREE SCHEDULE AND STREET TREE CONST. NOTES ON SHT. 1 15 REMOVE BARRICADE 1 fi INSTALL BARRICADE PER CITY STANDARD 131-A 17 ADJUST WATER VALVE TO GRADE 19 BROOKS 12" X 12" GRATED CATCH BASIN 20 a PVC DRAIN PIPE 21 INSTALL CURBSIDE DRAIN OUTLET -LOW CAPACITY PER CITY STANDARD 107-A 2© RELOCATE AND INSTALL W53 (30') FROM VISTA VERDE AND WEST RANCHO ESTATES PLACE �RpF ES. ION\ c No. 20596 r^ m Exp. 9-30-01 CMI �Q q�F GIS- CALF CITY OF RANCHO CUCAMONGA BENCHMARK NUMBER 149 ELEVATION : 1520.898 CHIS. "El" ON BOTTOM OF CONCRETE STEP IN FRONT OF HOUSE #13108 NORTH SIDE OF SUMMIT AVENUE 0.25 MILES WEST OF EAST AVENUE. DESCRIPTION OF REVISION I DATE ICITY APPROVED: CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN TRACT NO. 12659 VISTA VERDE DRIVE STA. 10+58.48 - 14+1222 APPROVED BY / v���.t; �.G� �� DATE:�/.�1f CITY ENGINEER /_ L RCE NO 24953 DESIGN NOS c o N a ac rime RECOMMENDED E.L. qAfn Q .�. ..� DRAWN A.K.C. CHECKED S.M.0 DATE h4- G W714 i/1[ 21-0314 SHEET 2 of 4 20596 DRAWING NO. ILE NC /� S� PROJECT SHEET NO. 2 OF 4 i:\36908\SIP\SIP5- 2 04-10-98 0) LO co 04T cr F— CB LT R=27.00' e=9g00'00' T=27.00' L=42.41' 18 Bc 9/ • Ox�r�. 21.21' \ 62.18 TC a` 61.51 fL TRACT NO. 12659 c� N ` 5 x ec -,x�d ,�x6 16 V sr 24 62.50 TC 61.83 FL no O o x /^ 9I 61.08 FL ' 62.13 TC � 9000 60.79 61.46 FL INT. L 60.50 Fc� 23 FL 10+00.00 PARKE CIRCLE = 12+37.92 VISTA VERDE DR. • �' `60.74 C �s CB RT Sp 60.07 FL R=27.00' A=9900'00' 0-4, T=27.00' L=42.41' 90 � 5 f � rn � r? rn 3 .P TYP. 89. 78' 25 14 1 13 f + �� DATA BENCHMARK rn 1520.898 14 TYP. 3 66.53' N CB 89. 78' L=515.89' R=310.00' L=487.58' S CB R=292.00' L=459.27' S R/W CIRCLE L=440.39' 14 17e.� 15 ---fix - - --- - - • 128.96' o CURVE DATA BENCHMARK A=90'07'03" ELEVATION : 1520.898 N R/W R=340.00' L=534.77' N CB R=328.00' L=515.89' R=310.00' L=487.58' S CB R=292.00' L=459.27' S R/W R=280.00' L=440.39' 0 TRACT NO. 12659 O O 1 27 EQUESTRIAN TRAIL • N Crt �.4• o N CQ 1 28 14 TYP. 29 CONSTRUCTION NOTES 1O INSTALL T P.C.0 CURB W/24' P.C.0 GUTTER PER CITY STANDARD 104 A2-8 3O INSTALL S A.C. OVER 4• AGG. BASE ® INSTALL P.C.C. DRIVEWAY APPROACH PER CITY STANDARD 101 TYPE -R-1; W -PER PLAN 5O INSTALL P.C.C. SIDEWALK PER CITY STANDARD 103 7O INSTALL STREET LIGHT, 5800 LUMENS, HPSV BY S.C.E.; PAID AND COORDINATED BY DEVELOPER 13 ADJUST SEWER MANHOLE TO GRADE 14 INSTALL STREET TREES, 15 GALLON PER STREET TREE SCHECULE AND STREET TREE CONST. NOTES ON SHT. 1 17 ADJUST WATER VALVE TO GRADE N pF ES . /p� "' No. 20596 r" m Exp. 9-30-01 s CIVIL �Q qTF OF CALF CITY OF RANCHO CUCAMONGA BENCHMARK NUMBER 149 ELEVATION : 1520.898 CHIS. "0" ON BOTTOM OF CONCRETE STEP IN FRONT OF HOUSE #13108 NORTH SIDE OF SUMMIT AVENUE 0.25 MILES WEST OF EAST AVENUE. DESCRIPTION OF REVISION DATE CITY APPROVED: CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN TRACT NO. 12659 PARKE CIRCLE STA. 10+00.00 - 18+00.00 APPROVED BY :E• �. _ CITY ENGINEER _�-f�GC%G�� RCEN 4953 DESIGN rot c o N i uc r►N a RECOMMENDED E.L. DRAWN A.K.C. CHECKED S.M.C. 173M %" Aw SAW 350 (714) 25 1-=' - W*� G W714 IAX 751-C71s S H E E T 3 of 4 N 20596 DRAWING NO. ATE ._E NO /6,57(o PROJECT SHEET NO. 3 OF 4 I:\36908\SIP\SIP5-3 04-10-98 z Q J F— z W O a:(L2 F- F - 0) LO F— 0 7 TRACT NO. 12659 E 5 ' + 14 TYP. rn PO Rill O� O _co 31 CURVE DATA A=44.36'23" S 14 TYP. `a `" 5 �+ „ + R=243.00' R=225.00' L=189.18' L=175.17' 92.12' ^- 76.27' `� 8 rn C> " R=195.00' L=151.81' -- - - -- - O O 58' O c00 _nn o $O - - ._ __ - -- - --- ' 02 PARKE DWE 5 17 � � a9 N 89'24'08" N' 13 co C-1 IIIF 8C.00' 61.86' I, ' + 14 TYP. rn PO Rill O� O _co 31 N O 32 4 CB RT R=27.00' A=8515'50' T=24.86' L=40.18' T4s STA. 21+31.00 END CONST. JOIN EXISTING S 77.04 TC 9� 9 !p, 76.37 FL p' 76.93 TC 76.26 FL 20.32' 65, 15 s� - 77.85 TC 75.75 TC O 77.18 FL .; 75.08 FL 75.74 75.50 TCFL 4 s 74.83 FLs 74.70 4FL , CB RT N '�3.bs ' FLINT R=27.00' N ' ` r r 21+74.14 PARKE CIRCLE D=8515'50' 72.89 TC_ T=24.86' 22 FL 17+67.34 WEST RANCHO ESTATES 72. s L=40.18' TRACT NO. 12659-4 it �i/` t9' q CONSTRUCTION NOTES 1O INSTALL T P.C.0 CURB W/247 P.C.0 GUTTER PER CITY STANDARD 104 A2-8 3O INSTALL r A.C. OVER 4• AGG. BASE ® INSTALL P.C.C. DRIVEWAY APPROACH PER CITY STANDARD 101 TYPE R-1; W -PER PLAN O INSTALL P.C.C. SIDEWALK PER CITY STANDARD 103 7O INSTALL STREET LIGHT, 5800 LUMENS, HPSV BY S.C.E.; PAID AND COORDINATED BY DEVELOPER 13 ADJUST SEWER MANHOLE TO GRADE 14 INSTALL STREET TREES, 15 GALLON PER STREET TREE SCHEDULE AND STREET TREE'S CONST. NOTES ON SHT. 1 15 REMOVE BARRICADE 17 ADJUST WATER VALVE TO GRADE pF ESS /cN\ No. 20596 �" m Exp. 9-30-01 clvll- qTF Of' CAL1Fci'P CITY OF RANCHO CUCAMONGA BENCHMARK NUMBER 149 ELEVATION : 1520.898 CHIS. "0" ON BOTTOM OF CONCRETE STEP IN FRONT OF HOUSE #13108 NORTH SIDE OF SUMMIT AVENUE 0.25 MILES WEST OF EAST AVENUE. DESCRIPTION OF REVISION DATE carr APPROVED: CITY OF RANCHO CUCAMONGA STREET MIPROVEMENT PLAN TRACT NO. 12659 PARKE CIRCLE STA. 18+00.00 - 21+00.00 APPROVED BY : CITY ENGINEER DESIGN E.L. DRAWN A.K.C. CHECKED S.M.C. DATE eee�..e.. DATE: ,"d7/ - L� RCE F40 24953 rvi com*&L riNe REC_ AMENDED .... ...� ,rnn ,...7s,.... rr. no (714)n, -.Q, `w., a mu FAX n+,ar,e ! SHEET 4 of 4 NO 20596 DRAWING NO. FILE NO PROJECT SHEET NO. 4 OF 4 1:\36908\SIP\SIP5-4 04-10-98 F— Z W 2 W 0 W W cc 0) LO co 04T L✓ CURVE DATA A=44.36'23" N R/W R=255.00' L=198.52' TRACT NO. 129 NCB t R=243.00' R=225.00' L=189.18' L=175.17' S R/W R=207.00' L=161.15' S CB R=195.00' L=151.81' N O 32 4 CB RT R=27.00' A=8515'50' T=24.86' L=40.18' T4s STA. 21+31.00 END CONST. JOIN EXISTING S 77.04 TC 9� 9 !p, 76.37 FL p' 76.93 TC 76.26 FL 20.32' 65, 15 s� - 77.85 TC 75.75 TC O 77.18 FL .; 75.08 FL 75.74 75.50 TCFL 4 s 74.83 FLs 74.70 4FL , CB RT N '�3.bs ' FLINT R=27.00' N ' ` r r 21+74.14 PARKE CIRCLE D=8515'50' 72.89 TC_ T=24.86' 22 FL 17+67.34 WEST RANCHO ESTATES 72. s L=40.18' TRACT NO. 12659-4 it �i/` t9' q CONSTRUCTION NOTES 1O INSTALL T P.C.0 CURB W/247 P.C.0 GUTTER PER CITY STANDARD 104 A2-8 3O INSTALL r A.C. OVER 4• AGG. BASE ® INSTALL P.C.C. DRIVEWAY APPROACH PER CITY STANDARD 101 TYPE R-1; W -PER PLAN O INSTALL P.C.C. SIDEWALK PER CITY STANDARD 103 7O INSTALL STREET LIGHT, 5800 LUMENS, HPSV BY S.C.E.; PAID AND COORDINATED BY DEVELOPER 13 ADJUST SEWER MANHOLE TO GRADE 14 INSTALL STREET TREES, 15 GALLON PER STREET TREE SCHEDULE AND STREET TREE'S CONST. NOTES ON SHT. 1 15 REMOVE BARRICADE 17 ADJUST WATER VALVE TO GRADE pF ESS /cN\ No. 20596 �" m Exp. 9-30-01 clvll- qTF Of' CAL1Fci'P CITY OF RANCHO CUCAMONGA BENCHMARK NUMBER 149 ELEVATION : 1520.898 CHIS. "0" ON BOTTOM OF CONCRETE STEP IN FRONT OF HOUSE #13108 NORTH SIDE OF SUMMIT AVENUE 0.25 MILES WEST OF EAST AVENUE. DESCRIPTION OF REVISION DATE carr APPROVED: CITY OF RANCHO CUCAMONGA STREET MIPROVEMENT PLAN TRACT NO. 12659 PARKE CIRCLE STA. 18+00.00 - 21+00.00 APPROVED BY : CITY ENGINEER DESIGN E.L. DRAWN A.K.C. CHECKED S.M.C. DATE eee�..e.. DATE: ,"d7/ - L� RCE F40 24953 rvi com*&L riNe REC_ AMENDED .... ...� ,rnn ,...7s,.... rr. no (714)n, -.Q, `w., a mu FAX n+,ar,e ! SHEET 4 of 4 NO 20596 DRAWING NO. FILE NO PROJECT SHEET NO. 4 OF 4 1:\36908\SIP\SIP5-4 04-10-98 F— Z W 2 W 0 W W cc 0) LO co 04T L✓