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HomeMy WebLinkAbout1793 GENERAL NOTES: w BENCH MARK- BENCH MARK NO . 96-B AT THE NWC Q DRAWING SHT_ NOS. BASE LINE ROAD OF HAVEN AVENUE AND 99th ST . , 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLANS, THE CITY Z 0 44 FT . W . C/L HAVEN AVENUE OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATIONS J N TITLE SHEET 1 & 83 FT . N . C/L 19th ST . , SET FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION . CONTRACTOR2 DRIVE PIN W/ C . S . TAG IN TOP SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TFRRq `� IMPROVEMENT PLANS 2-7 �� TO THESE STANDARDS AND SPECIFICATIONS AND APPLICABLE SUPPLEMENTS. MODEL SITE STORM DRAIN PLAN 8+94i" 34' AT THE E . END OF A HEAD WALL TERRA FOR 3-24" CMP . ELEV . =1430 . 686 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWEREn POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC . SHOWN OR NOT Uj TEMPORARY BENCH MARK: SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN3W V/S Tq W 1 " IRON PIPE AT THE CENTERLINE ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE FULBOURN a INTERSECTION OF FOOTHILL BLVD . REMOVED, RELOCATED, OR PROTECTED IN PLACE AS REQUIRED AT NO AND ROCHESTER AVE . NORTH SEC . 6 COST TO THE CITY OF RANCHO CUCAMONGA . C I 40L y W T . 1 S . , R . 6 W . , S . B . B . & M . CO ELEV . =1207 . 36 �� vlEw �� 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE z '1' z HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY a S DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY Q s FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN THESEON °�ThgMp A4�P 4 . A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA FITZPATRICK U� 4 r°ti C� 4} PROJECT ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION SITE N WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY . av Z = N U N 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 Q 4 S(RRR q THAN 50 FOOT INTERVALS . ADDITIONAL PAVING STAKES MAY BE REQUIRED 2v 2 DR11'f BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS . O CH 6. ALL SEWER , WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, DOWNING COURT z © 2 ® �A 171 �� ,� a CKOR WUj MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING . ❑7 O ��O� A�Q �� a Ujz 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, z �q � a COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED > ®C�, W FOOTHILL AT NO COST TO THE CITY OF RANCHO CUCAMONGA . A WRITTEN REPORT WITH O0 GHE SIERT ON BOULEVARD THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR 5 SURFACING . VICINITY MAP B. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED kf Z +- O��JF, VIEW TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT w p R/W CONSTRUCTION NOTES FOR STREET TREES: PAVING . v R/W 64' 9. PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL cF GL 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS- BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINA- , 32' I 32' TIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND y0 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING. AN AGRONOMIC SOILS REPORT EQUIVALENT OF AGGREGATE BASE . \N �. SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR 10 . PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT __ CITY MOVN�P INDEX MAP 12' 20' I 20 12 NUTRIENT DE BIGIENGEIE MAY REQUIRE BACKFILL 501L AMMENDMENTS. AS TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR TO CONSTRUCTION NOT TO SCALE 0.5' 7.5' 7.5' 4' 0.5' OF THE STRUCTURAL SECTIONS . INDICATES 511EET NUMBER 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE FRI ENGINEERING DIVISION. S1 . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING I I 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR � 2� DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A 2�- 1.01' 1.77.LEVEL LIN� % 1.77. � ' QUALITY BETTER THAN THE NATIVE MATERIAL . I - III=11j=111" STREET TREE SCHEDULE 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS 3 II-III- IIL--III_ I STERILANT REGISTERED BY THE E .P . A . FOR USE UNDER A .C . AND P.C . C . I A 3 SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED 2 2 STREET BOTANICAL COMMON MIN. GROW SPACING SIZE QUANTITY RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING . NAME NAME NAME SPACE 13 .ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER . THE CONTRACTOR SHALL MAKE HIS OWN ENTRY STREETS FITZPATRICK PISTACIA CHINESE 5' 30' O.C. 15 GAL. 38 DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A CONSTRUCTION NOTES= TYPICAL SECTION - NTS DRIVE CHINENSIS PISTACHE (MIN.) BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE STREET QUANTITIES= DERBY PL_ + CLARIDGE PL_ DOWNING SOPHORA JAPANESE 5' 30' O.C. 15 GAL. t6 COURT JAPONICA PAGODA TREE MIN. CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK . T.I.- ro.0 R = 7Co lO CONSTRUCT 3' MIN. A.C. OVER 4' GLASS 2 AGGREGATE BASE. 150,223 S.F. COVINGTON QUERCUS HOLLY 51 40' O.C. 14 .STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401-A 15 GAL. 10 R/W 60' AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION. lA CONSTRUGT 4' A.G. OVER 4' GLASS A AGGREGATE BASE. 8,000 S.F. R/W PLACE ILEX OAK (MIN.)15.CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM O CONSTRUCT G' CURB W/ 24' GUTTER 'A2-6' PER CITY STD. PLAN NO. 104. 8.368 L.F- CREGENT PISTACIA CHINESE 5' 30' O.C. 15 GAL.L DRIVE CHINENSIS PISTACHE (MIN.) 19 RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED 30' 1 30' DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS O3 GONSTRUCT 4' SIDEWALK PER CITY STD. PLAN NO. 103. 'W' PER PLAN- 37,520 S.F. I MERLIN QUERCUS HOLLY 5' 40' 0.C, 15 GAL. SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL . COURT ILEX OAK (MIN.) 6 4O CONSTRUCT GRO55 + LONGITUDINAL GUTTER PER CITY STD. PLAN NO. 106-A. 3.760 ST. 12' 18' I 18' 12' 16.WORK SITES AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD DERBY LAGERSTROEMIA CRAPE 20' O.C. 15 GAL. FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED O5 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PLAN NO. 102 + 103. 14 EA. 0.5' 4' 7.5' 7.5' 4' 0.5' PLACE INDICA 'NATCHEZ' MYRTLE HYBRID 20 (MIN.) 6 UPON REQUEST OF THE INSPECTOR . OCONSTRUCT CURB TRANSITION. FROM 8'GF TO 6'GF. - SOUTHAMPTON SOPHORA JAPANESE 5' 30' O.C. 15 GAL. 17 .NATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR COURT JAPONICA PAGODA TREE (MIN 6 10 TO FILL PLACEMENT . O G T UGT RESIDENTIAL DRIVE APPROACH PER CITY STD. PLAN NO. 101-A. 24,lG8 S.F. I 0.03' 1 LEVEL LINE WELLINGTON QUERCUS HOLLY 59 40' O.C. 15 GAL. 19 1B .CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS ' - �� PLACE ILEX OAK (MIN.) PRIOR TO EXCAVATION. PHONE NO . 1-800-422-4133 O8 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN NO. 300, 'W' PER PLAN. 7 EA. I _ 1.7Z 1.7Z }11_411=111 PROVIDED FOR YOUR CONVINIENCE ARE THE FOLLOWING . -- - CHESTERTON PISTACIA CHINESE 5' 30' O.C. 15 GAL. CONSTRUCT LOCAL DEPPRESSION PER CITY 5TD. PLAN NO. 307. 7 EA- 3 III- III- Ilt- III_ ' 3 DRIVE CHINENSIS PISTACHE (MIN.) 27 O9 A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-791140' O.C. MR. JAMES FREI 10 INSTALL R1 STOP SIGN W/ LIMIT LINE + STOP LEGEND. 8 EA. 2 2 HINTON QUERCUS HOLLY 5 15 GAL. 4 FOR BASE LINE ROAD CONSTRUCTION COURT ILEX OAK (MIN.) 11 N5TALL STREET NAME SIGN PER CITY STD. PLAN NO. 401-A + 401-B. 11 FA. CLARIDGE LAGERSTROEMIA CRAPE 29 20' O.C. 15 GAL. 5 B . GENERAL TELEPHONE COMPANY (800) 483-3000 12 CONSTRUCT STREET LIGHT 5800 LUMEN H-P.S.V. BY S.G.E.. PAID FOR AND 36 EA. INTERIOR STREETS PLACE INDICA 'NATCHEZ' MYRTLE HYBRID (MIN.) FOR UNDERGROUND SERVICE COORDINATED BY THE DEVELOPER THROUGH THE CITY TRAFFIC DIVISION- TYPICAL SECTION - NT5 C . SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 13 INSTALL FIRE HYDRANT MARKER PER GITY STD. PLAN NO. 134. 15 EA. FITZPATRICK DR-DOWNING CT_.GOVNGTON PL-REGENT DR_.MERLIN GT_. 1981 W . LUGONIA AVENUE SOUTHAMPTON CT-WELLINGTON PL_•GI-1E5TERTON DR_. + HNTON GT_ REDLANDS, CA . 92373 14 ADJUST MANHOLE RIM COVER TO GRADE. 19 EA- T.I.= 5.0 R = 7G D . CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 15 ADJUST WATER VALVE COVER TO GRADE. 32 EA. 9641 SAN BERNARDINO ROAD RANCHO CUCAMONGA, CA . 91730 16 SAWCUT AND REMOVE EXISTING CURB + GUTTER. - E . METROPOLITAN WATER DISTRICT (909) 593-7474 17 SAWCUT AND REMOVE EXISTING AG PAVEMENT. - 700 N . MORENO AVENUE LA VERNE, CA . 91730 18 INSTALL TRAFFIC SIGN 'NO OUTLET' ON POST OR ST.LT.P05T 5 EA. F . SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 19 PAINT DOUBLE 4' YELLOW LINE 180 LF. 7951 REDWOOD AVENUE FONTANA, CA . 92336 2� INSTALL STREET TREE PER NOTES AND LEGEND ON SHEET NO. 1. 125 EA. SPECIAL NOTE G. PACIFIC TELEPHONE COMPANY (714) 999-5639 21 CONSTRUCT CURBSIDE DRAIN OUTLET CLOW CAPACITY) PER CITY STD. PLAN NO. 107-A 3 FA. 19 .THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT THE FOLLOWING DRAWINGS ARE CONSIDERED A PART OF TM15 PROJECT. SHALL NOT BE PLACED UNTIL ALL UTILITIES & UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS STORM DRAIN QUANTITIES= DWG. NO. 1309 SHT5. 1,2 + 4 OF 4 Ql REVISION CMOUNTAIN VIEW DR. TR. 13273) INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE 41 INSTALL 18' R.G.P. C'D' LOAD PER PLAN. 22G L.F SATISFACTION OF THE CITY ENGINEER . DWG. NO. 1372 SHT5. 1.2.3.9 + 10 OF 11 � REVISION CMOUNTAIN VIEW DR. TR. 13304 4� INSTALL 24' R-G-P. C'D' LOAD PER PLAN- ¢55 -P-909-L.F. /1 REVISE LINES A $ D AND LATERALI TO AVOIh UTILiT`( 20 .ON THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT TO THE CURB, Q DWG. NO. 1265 SHTS. 1.2.3 + 4 OF 4 Q REVISION CMILLIKEN AVE. rlot�FLIGTS - THE INSTAL BE LLATIONOCATED OF STREETIND LIGHTS,SIDEWALK . CONSTRUCT SIGNS, AND FIRE HYDRANTS 4� INSTALL 30' R.G.P. C'D' LOAD PER PLAN). 1 -4.2- -'�4DWG. NO. 1442 SHT5. 1 + 4 OF 4 L.F. Q4 REVISION CTERRA VI5TA PKWY. EAST) DESCRIPTION f REVISION 4� CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. PLAN NO. 331. 2 EA. DATE JAPPROVED DWG. NO. 1372 SHT5. 1,2,3,7 + 8 OF 8 /2\ REVISION CTERRA VISTA PKWY. EAST TR. 13304 45 CONSTRUCT MANHOLE NO. 1 PER CITY STD. PLAN NO. 318. 1 FA. CITY DWG. NO. 1141 SHTS. 1 + 17 OF 20 REV15ION CMILLIKEN AVE. TR. 12671 of RANCHO CUCAMONGA PRIVATE ENGINEER ' S NOTICE TO CONTRACTORS CONSTRUCT TRANSITION STRUCTURE NO. 3 PER CITY STD. PLAN NO. 336. 1 EA. 47 CONSTRUCT CONCRETE COLLAR PER CITY 5TD. PLAN NO. 329- 2 EA. T R , N 0 . 15492 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES - CON5TRUCT JUNCTION 3TRUGTURE N0.4 PER CITY 5TO. F�LL\N 333 1 E�. SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; STREET IMPROVEMENT A N D TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPTto CONSTRUCT MANHOLE NO,2 PSR CITY STD. PLAN 319 1 EA, THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE 1 IN STALL. DOUBLrr_ 2+" R-G.P. ("D" LOL\D PER I'-AN ) 5PAcF-D WITH 35 L. STORM DRAIN PLANS PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS . THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT EXISTING SURVEY MONUMENTATI ON TITLE SHEET SHOWN ON THESE DRAWINGS . I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- THAT COULD BE DISTURBED BY THIS PROJECT . ALL SAID MONUMENTS WHICH CURRENTLYUndergroundAPPROVED BY: DATE �C ^ IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: Service Aleft r OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THAT 5 CITY ENGINEER ICC!{ R . C . E . 24953 THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; CALL rrifNo. Slpy AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER TON �lql^Fy� DESIGN MADOLE &'ASSOCIATES, INC. R ENDED li AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, TOLL FREE vp s MA/EF OF THE INLAND EMPIRE CU IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING 1_$00 m CONSULTING CIVIL ENGINEERS Ln 14814 m n LAND PLANNERS - LAND SURVEYORS � FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE Exp: 3-31-05 DRAWN 10601 CHURCH STREET SUITE 107 SHEET ENGINEER . 227-2600 DATED: ' �� RANCHO CUCAMONGA. CA 91730 OF Z D EF (909)948-1311 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT J. M. MADOLE R .C .E . NO. 14814 glF CIVIL oP�tia ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK . 'I'1Y0 WORKING DAYS BEFORE YOU DIG OF CALIF CHECKED RCE No 14814 DRAW G N0 MLB DATE FILE No TITLE SHEET STREET PLAN - 21 i0, 27j PF : 1070 601 18-Sep-01 04: 43 PM / 126- 1070- 1 PROJECT SHT . NO . _i OF DWG. DATE LLJ w -i ,�.... >,_�,..:,t. .,r-4 ,.6�,, .,t .,...r-w4e .yq,y:� LLJ O ,� r i A4w-}.w'..w,a •R•...r.,�. 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M;,. y .,,w:. w. „-o-,yMt h y.,•,riw, ..r .:yA..,-'rwY .rHrV• 4.P�,« ..;,-r. +�' ., } .,.a.- ,,ry ;+Mr+,.� •�•,-v•v6,-q.. « t..•vv» ;..� ,.,,j,,�.i-.ra.,..,...�. + ror. .-n'.,- .,,,d .�,q� r";� ,•�yr.,'„.ry. ,-,,.,.'.....,w.r. 1 BENCH MARK: GENERAL NOTES: BENCH MARK NO . 96-B AT THE NWC Q 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLANS, THE CITY 2 ~ DRAWING SHT_ NOS_ BASE LINE ROAD OF HAVEN AVENUE AND 19th ST . ,44 FT . W . C/L HAVEN AVENUE OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATIONS N TITLE SHEET 1 = 6 83 FT . N . C/L 19th ST . , SET FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION . CONTRACTOR �v h DRIVE PIN W/ C . S . TAG IN TOP SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TERRA IMPROVEMENT PLANS 2-3 .� 4, TO THESE STANDARDS AND SPECIFICATIONS AND APPLICABLE SUPPLEMENTS. 3 AT THE E . END OF A HEAD WALL L FOR 3-24" CMP . ELEV . =1430 . 686 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER _ N /Sr POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC . SHOWN OR NOT La TEMPORARY BENCH MARK: SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN t�� VISTq z 1 " IRON PIPE AT THE CENTERLINE ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE FULBO11RN �' > INTERSECTION OF FOOTHILL BLVD . REMOVED, RELOCATED, OR PROTECTED IN PLACE AS REQUIRED AT NO a AND ROCHESTER AVE . NORTH SEC . 6 COST TO THE CITY OF RANCHO CUCAMONGA . w © C� I ��G'1'l 0 W T . 1 S . , R . 6 W . , S . B . B . 6 M . 1 ELEV . =1207 . 36 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE z '1' VIEW '� z HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY j 2Q' 9� > o DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY Q S FROM HESE HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWNON T 4 . A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGAFITZPATRIGK O �� �r°ti �r PROJECT W ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION Q� SITE W WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY . U N 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER . i U� DRjVE �i,44 I PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT Cq POINTS WITHIN 0 .01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE �! 4 a� 2 5 v D RI THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED 2 O � ►'f BY CITY ENGINEER AS NEEDEDAT WARP R VERTICAL RV A A ED 0 CU E AREAS. O�J > Ct1URCH COURT6. ALLSEWER WATER, ELECTRIC GAS PHONE OR OTHER UTILITY LATERALS W Z W MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING . z W :D�O C z 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, C W COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED z> F . F FOOTHILL BOULEVARD AT NO COST TO THE CITY OF RANCHO CUCAMONGA . A WRITTEN REPORT WITH O Gh1ESTERTON THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER v FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR RFAZ VICINITY M A P LU 0 � B. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED k� TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED _J U VIEW TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT r PAVING. 9. PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL �cF 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 . MO�N�P\N INDFX MAP 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 . FNINDICATE S SHEET NUMBER 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 SPECIAL NOTES= THE FOLLOWING DRAWINGS ARE CONSIDERED STERILANT REGISTERED BY THE E . P . A . FOR USE UNDER A .C . AND P.C .C . A PART OF THIS PROJECT. DRWG. NO. 1372 SHEETS 1. 2, SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED 3, + 8 Of 8© REVISION CTERRA VISTA PARKWAY EAST RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. TR. NO. 13304 CONSTRUCTION NOTES FOR STREET TREES= 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING. AN AGRONOMIC SOILS REPORT BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK . NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL 501L AMMENDMENT5. AS DETERMINED BY THE CITY INSPECTOR. 14 . STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401-A AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION. 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACGEPTANGE BY THE ENGINEERING DIVISION. 15.CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 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 CONSTRUCTION NOTES= QUANTITIES= R/W G4' R/W STREET TREE SCHEDULE UPON REQUEST OF THE INSPECTOR . GL 17.NATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR lO CONSTRUCT 3' MIN. A.G. OVER 4' GLASS 2 AGGREGATE BASE. 34,681 S.F. 32' I 32' STREET BOTANICAL COMMON MIN. GROW SPACING SIZE QUANTITY TO FILL PLACEMENT . NAME NAME NAME SPACE 1B.CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS CONSTRUCT 4' AGOVER OVER 4' CLASS 2 AGGREGATE BASE. 3.820 S.F. 12' 20' I 2O' 12 ELLENA 5' 20' 0.C. 15 GAL. PRIOR TO EXCAVATION . PHONE NO . 1-800-422-4133 OZ CONSTRUCT G' CURB W/ 24' GUTTER 'A2-G' PER CITY 5TD. PLAN NO. 104. 2,047 L.F. 0.5' 7.5' 7.5' 1 4'1 0.5' (MIN.)WEST RHUS LANCEA AFRICAN SUMAC MIN. 19 PROVIDED FOR YOUR CONVINIENCE ARE THE FOLLOWING . FULBOURN SOPHORA JAPANESE 5' 30' O.C. 15 GAL. CONSTRUCT 4" SIDEWALK PER CITY STD. PLAN NO. 103. 'W' PER PLAN. 8.849 S.F. 24 A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 COURT JAPONICA PAGODA (MIN.) MR. JAMES FREI 1�4 CONSTRUCT GRO55 + LONGITUDINAL GUTTER PER GITY STD. PLAN NO. 1OG-A. 1.880 S.F. FOR BASE LINE ROAD CONSTRUCTION I O CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PLAN NO. 102 + 103. 4 EA. 27. 01' LEVEL LIN 27. B . GENERAL TELEPHONE COMPANY (800) 483-3000 1.7% 1.77. -� FOR UNDERGROUND SERVICE © CONSTRUCT CURB TRANSITION, FROM 8'GF TO G'CF. - I - _7 777 = 111 111 111' I C. SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 O7 CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY STD. PLAN NO. 101-A. 5.472 S.F. III-III- 1 111_111_ 1981 W. LUGONIA AVENUE W=1G' UNLESS NOTED. 3 2 2 REDLANDS, CA . 92373 ® CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN NO. 300. 'W' PER PLAN. - D. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 ELLENA WEST 9641 SAN BERNARDINO ROAD O9 CONSTRUCT LOCAL DEPPRE55ION PER CITY 5TD. PLAN NO. 307. - ENTRY STREETS RANCHO CUCAMONGA, CA . 91730 TYPICAL SECTION - NTS 0INSTALL R1 STOP SIGN W/ LIMIT LINE + STOP LEGEND. 2 EA. TI=G_O R=7ro E . METROPOLITAN WATER DISTRICT (909) 593-7474 R/W R/W 700 N . MORENO AVENUE ('-'-)INSTALL STREET NAME SIGN PER CITY STD. PLAN NO. 401-A + 401-B. 2 EA. LA VERNE, CA. 91730 GO' 12 CONSTRUCT STREET LIGHT 5800 LUMEN H.P.S.V. BY S.C.E.. PAID FOR AND 10 EA. GL F . SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 COORDINATED BY THE DEVELOPER THROUGH THE GITY TRAFFIC DIVISION. 30' I 30' 7951 REDWOOD AVENUE FONTANA, CA . 92336 @INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 134. 3 EA. 12' 18' I 18' 12' G. PACIFIC TELEPHONE COMPANY (714) 999-5639 O4 ADJUST MANHOLE RIM COVER TO GRADE. 4 EA. 0.5' 4' 7.5' 7.5' 4'1 0.5' 19 .THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT 15 ADJUST WATER VALVE COVER TO GRADE. 4 EA. SHALL NOT BE PLACED UNTIL ALL UTILITIES 6 UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS 1G 5AWGUT AND REMOVE EXISTING CURB + GUTTER. - INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE I 0.03' PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE 17 5AWGUT AND REMOVE EXISTING AG PAVEMENT. - LEVEL LINE SATISFACTION OF THE CITY ENGINEER . 1.77� 1.77. ZO INSTALL STREET TREE PER NOTES AND LEGEND ON SHEET NO. 1. 33 EA. _ 11ti_111_111 20 .ON THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT TO THE CURB, --- --------------- ---- - 33 THE INSTALLATION OF STREET LIGHTS, STREET SIGNS, AND FIRE HYDRANTS 111== III- t 1 = II_ 3 SHALL BE LOCATED BEHIND THE SIDEWALK . 1 2 DESCRIPTION o f R E V I S I O N DATE APPROVED 3t2 INTERIOR STREETS CITY of RANCHO CUCAMONGA PRIVATE ENGINEER ' S NOTICE TO CONTRACTORS RR TYPIGAL 5EGTION - NT 5 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES FLA-BOURN COURT T R . N 0 . 15492 SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TI=5.0 R=7G STREET IMPROVEMENT PLA N TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE M 0 D E L SIT E PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE EXISTING SURVEY MONUMENTATION DRAWINGS . THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT TITLE SHEET SHOWN ON THESE DRAWINGS . I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- THAT COULD BE DISTURBED BY THIS PROJECT . ALL SAID MONUMENTS WHICH CURRENTLYUndergroundAPPROVED BY: DATE IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: Service Alert OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT CITY ENGINEER R . C . E . 24953 THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; CALL (trliN MZLTOtAvl �AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER pry �, DESIGN MADOLE 6 ASSOCIATES, INc. RE DED AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, TOLL FREE op�, MA/EF OF THE INLAND EMPIRE cU1-8OO rCONSULTING CIVIL ENGINEERS IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING . 148!4 m n LAND PLANNERS - LAND SURVEYORS � FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE DRAWN 10601 CHURCH STREET SUITE 107 SHEET ENGINEER. _24 �O( 227-2600 1 3 * Exp: -31-05 � RANCHO CUCANONGA, CA 91730 DATED: EE (9091948-1311 OF Z CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORTJ. M . MADOLE R .C .E . NO. 14814 TWO WORKING DAYS BEFORE YOU DIG sT'IFOF CAl1� CHECKED RCE NO 14814 DRAWING No . ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK . MLB DATE FILE No 17q 3 TI1LE SHEET STREET PLAN-MODEL SITE - 11 [0, 27] PF: 1070 751 24-Sep-01 08: 25 AM / 126- 1070-1 PROJECT SHT . NO . JO OF DWG. 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