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HomeMy WebLinkAbout22061. 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 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 IMPROVEMENTS 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 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 AND 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: R—VALVE 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 FINAL PLAN APPROVAL). 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 OWNER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AND BE RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK, OR PORTION THEREOF, 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 NUMBER 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 ERRORS AND OMISSIONS 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 2 WORKING DAYS PRIOR TO EXCAVATION. SEE CONTACT INFORMATION PROIVIDED ON THIS SHEET. 1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC SIGNS AND THE INSTALLATION THEREOF SHALL CONFORM TO THE CALTRANS SIGN SPECIFICATIONS, TRAFFIC MANUAL MAINTENANCE MANUAL AND STANDARD PLANS ALONG WITH CITY STANDARD NO. 133 UNLESS OTHERWISE APPROVED OR DIRECTED BY THE CITY ENGINEER. 2. PROCEDURES FOR PAINTING IN OF STRIPING AND PAVEMENT MARKINGS AND INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE FOLLOWING PROVISIONS. A. ALL PAVEMENT MARKINGS SHALL CONFORM TO CITY MAINTENANCE STENCILS (S.A.E.) UNLESS OTHERWISE NOTED. B. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. C. SUFFICIENT CONTROL POINTS AND SPOTTING SHALL BE SET FOR ACCURATE AND COMPLETE INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS. D. ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL BE REPLACED PRIOR TO INSTALLATION OF STRIPING AND MARKINGS. E. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS. F. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD SURFACE SHALL BE AN APPROVED LOW VOC TYPE, 15 mil THICK (WET). INSTALLATION SHALL BE IN TWO COATS WITH THE SECOND A MINIMUM OF TWO WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED. G. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ONE COAT AND BE 10 mil THICK (DRY), UNLESS OTHERWISE NOTED. H. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVER NIGHT, WEEKENDS OR HOLIDAYS WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE SATISFACTION OF THE CITY ENGINEER, I. ALL TRAFFIC STRIPING AND MARKINGS SHALL BE INSTALLED WITH APPROPRIATE PERMITS AND TRAFFIC CONTROL MEASURES, IN ACCORDANCE WITH CITY AND STATE STANDARDS. J. TEMPORARY OR CONSTRUCTION STRIPING AND MARKINGS SHALL BE IN ACCORDANCE WITH CITY AND STATE STANDARDS AND AS DIRECTED BY THE CITY TRAFFIC ENGINEER. 3. STREET NAMES SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401—A. 4. TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO, 401—B. Underground ServiceAlert •• OR TEMPORARY BENCHMARK OF ■Call: TOLL FREE RANCHO CUCAMONGA 1" IRON 1 P PAVEMENT il - LINE INTERSECTION OF FOOTHILL 227-2600 BOULEVARD ROCHESTER i r AVENUE ELEVATION:i • WORKINGTWO DAYS BEFOREYOU DIG I Stan guluz CITY OF RANCHO CUCAMONGA IR w 0 in m Emma' A IIIE3 T w mm""' E E T ImaA 0 1w_m "110' ff"" mEw ET 0 'KUVM N .F �A R C E I ]\/]A P J\J 0, 17 9 41 FOOTHILL 0 { I; �t .. 1 gin? k .._ _. ...... 1 tif8ffd I I IRGi i r F i, MIS Tlir► I ME C#RTRACTOR AGREESl i i i r i r COMPLETE 'i' C FOR JOB SITE CONDITIONSDURING THE COURSEOF CONSTRUCTIONOF PROJECT INCLUDING SAFETY ALL PERSONS i y PROPERTY; ri• r t REQUIREMENT SHALL APPLYi i AND NOT BE LIMITED TO NORMAL WORKINGHOURS; SHALL DEFEND, - INDEMNIFY AND HOLD THE OWNER,. AND THE CITY OF RANCHO CUCAMONGA HARMLESS FROMAND ALL LIABILITY, REALOR ALLEGED, IN CONNECTION PERFORMANCE r ity i it ON r■i EXCEPTING it LIABILITY ARISING FROM THE i NEGLIGENCE OF OWNER, THE ENGINEER, OR OF RANCHO t 'i • ALL - AR AND CONTRACTORS PERFORMING i` i ', ON OR RELATED i THESE PLANS SHALLII • OPERATIONS Si THAT EMPLOYEES ARE PROVIDED A PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH ■ # OF AND "CONSTRUCTION i r,r r. ENGINEER. THE CIVIL SHALL NOTBE RESPONSIBLE ANY WAY FOR CONTRACTOR O• 1;UBCONTRACTORS COMPLIANCE t REGULATIONS AND ORDERS. "E EXISTEICE,\r APPROXIMATE LOCATION OF ANY R "i OR STRUCTURES SHOWN ON PLANS WERE OBTAINED Bl SEARCH OF iRECORDS. TO THE BEST OF OUR KNOWLEDGE,THERE ARE NO EXISTING UTILITIES it STRUCTURES . EXCEPT AS SHOWN ON THESE ENGINEERPLANS. THE ASSUMES NO LIABILITY AS TO THE EXACTi i i OF , 1 LINES NOR FOR UTILITIES OR IRRIGATION LINES - WHOSELOCATIONS ARE CONTRACTOR SHALL . RESPONSIBLE OALL UTILITY AND IRRIGATION COMPANIES ■ i• i EXCAVATION WORK TO DETERMINE iCT LOCATION OF ALL AFFECTING THIS WORK,OR NOT HEREON, AND it ANY DAMAGE OR PROTECTION OF THE CONTRACTOR SHALL CALL IN r LOCATION REQUESTi UNDERGROUND SERVICE ALERT y ■ i 1-800-227-2600 TWO WORKING DAYS "PRIOR TO DIGGING. NO CONSTRUCTION PERMIT ISSUE1 BY PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY t 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: 1D 1" COUNTY SURVEYOR'S MONUMENT ED 2" BRASS DISC STAMPED "T1 S R6W 6,5,7,8 LS3712" DATED____ _ ___________—____®______�_ JEFFER . MEITER, R.C.E. #64696 06/30/09 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 REFERENCES TO BE USED TO RESET THAT MONUMENT AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED TO THE CITY. PRIOR TO OBTAINING A CERTIFICATE OF COMPLETION 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. CONSTRUCTION NOTES FOR T T TREES: 1. 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. 2. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. 3. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. r , ■ r r r #: i r � t ■► r ----- 1jo u ;MMII1llIWIIM i � 11951, 11973, 11995, 12009, 12035 FOOTHILL BOULEVARD 8163 ROCHESTER RANCHO CUCAMONGA,■ CIVIL ENGINEER ASSOCIATED STREET3311 E. SHELBY #NTARIO, CA91764-4872 " +9 980-1982 y.9 941-0891 CONTACT. ■ SOILS RMA GROUP , ■ STATE ROUTE210 CITY OF RANCH O CUCAMONGA BASE LINE ROAD ww w > > 0< z w "•fflmmfi• VICINITY MAP NOT TO SCALE STREET IMPROVEMENTS FOOTHILL BOULEVARD Is i 1 PAINT DOUBLE YELLOW CENTER LINE STRIPE PER CITY OF 520 LF FOR AND COORDINATED BY DEVELOPER RANCHO CUCAMONGA STANDARD PLAN 133, BACK OF WALK SHEET 3 PAINT 4" WHITE SKIP STRIPE PER CITY OF RANCHO I RANCHO CUCAMONGA CA 91730 REPORT #07-028-01� 1 CONSTRUCT 8" PCC CURB AND GUTTER, TYPE A2-8 PER CITY OF 657 LF PAINT 4" SOLID WHITE PER CITY OF RANCHO CUCAMONGA 1900 LF PH: (909) 9$9-1751 STANDARD PLAN 133 RANCHO CUCAMONGA STANDARD PLAN NO. 104 3 PAINT 8" WHITE CHANNELIZING STRIPE PER CITY OF RANCHO 820 LF " I (909) 987-6275 (909) 880-0222 FAX (909) 989-4287 CONTACT: MR. ED LYONS 2 CONSTRUCT 8" PCC CURB ONLY, TYPE A1-8 PER CITY OF RANCHO 2,190 LF TOTAL • a I STORM DRAIN MAHQLE CUACAMONGA STANDARD PLAN NO. 104 PAINT 6" WIDE SOLID BIKE LANE STRIPE PER DETAIL 39 OF 1,600 LF TREES 35' C. CALTRANS STANDARD PLAN A20D AGENCY/UTILITY3 6 PAINT WHITE PAVEMENT LEGEND PER CALTRANS STANDARD 16 EA SHEET PLAN A24A—A24D (TYPE AS INDICATED) CONTACT LIST FURNISH AND INSTALL TRAFFIC SIGN AND POST PER CITY OF PLACE 8" AC PAVEMENT OVER 10" CLASS 2 AGGREGATE BASE 25,138 SF RELOCATE UTILITY APPURTENANCE PER AGENCY DIRECTION 3 EA PAINT 6" WIDE DASHED BIKE LANE STRIPE PER DETAIL 39A 400 LF (FINAL PAVEMENT STRUCTURAL SECTION PER APPROVED SOILS OF CALTRANS STANDARD PLAN A20D 9 FURNISH AND INSTALL TYPE "H" MARKERS PER RANCHO CUCAMONGA SOUTHERN CALIFORNIA PROTECT IN PLACE RECOMMENDATION). SEE CITY GENERAL NOTES 9 & 10, LATEST 4 1O FURNISH AND INSTALL 818.1 "RIGHT LANE MUST TURN ► GAS COMPANY O.C.ROCHE EDITION. FINISH COURSE OF 0.13' ARHM HARDSCAPE PLANS— FOOTHILL BOULEVARD 11 FURNISH AND INSTALL R26(S) "NQ STOPPING ANY TIME" SIGN 8 EA 216 NORTH EUCLID AVENUE FURNISH AND INSTALL OMNI TRANS BUS STOP (CITY TO 1 EA CUCAMONGA STANDARD PLAN NO. 102 COORDINATE NEW STOP) 7 13 ONTARIO, CA 91761 (800) 427-2000 4 SAWCUT AND REMOVE EXISTING AC PAVING 25,138 SF 14 I . GOCAST 5 REMOVE EXISTING PCC CURB AND GUTTER 2,797 LF 16 FURNISH AND INSTALL R 6-1 "ONE WAY" SIGN AND SYMBOL 1205 DUPONT STREET ONTARIO, CA 91762 6 CONSTRUCT LOCAL DEPRESSION, CASE "A", PER CITY OF RANCHO 3 EA FURNISH AND INSTALL OM2 -2H REFLECTORS 2 EA (909) 983-9895 FURNISH AND INSTALL R81 "BIKE LANE" SIGN WITH SYMBOL CUCAMONGA STANDARD PLAN NO. 307 2O FURNISH AND INSTALL WR9-3A NO PEDESTRIAN CROSSING SYMBOL 1 EA VERIZON 83 I (800} 483-3000 7 CONSTRUCT 4" PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA 1,087 LF 4 EA WITH R9 -3G & R9 -3D SIGN STANDARD PLAN NO. 114 (W=6' WHEN CURB ADJACENT) 23 FURNISH AND INSTALL R73-3(CA) "NO U—TURN" ON MAST ARM 2 EA CUCAMONGA VALLEY 8 INSTALL 16,000 LUMEN HPSV STREET LIGHT BY SOUTHERN 4 EA ESTIMATE OF QUANTITIES AND SHALL RELY ON HIS OWN WATER DISTRICT CALIFORNIA EDISON: PAID FOR AND COORDINATED BY DEVELOPER QUANTITIES IN PREPARING HIS BID. 10440 ASHFORD ROAD STREET TREE QUANTITIES I RANCHO CUCAMONGA, CA 91730 9 CONSTRUCT CURBSIDE DRAIN OUTLET—LOW CAPACITY PER CITY OF 2 EA (909 ) 9$7-2591 RANCHO CUCAMONGA STANDARD PLAN NO. 107—A. ` (ELECTRIC) CITY OF RANCHO CUCAMONGA 10 INSTALL STREET TREE PER LEGEND AND NOTES ON SHEET 1 39 EA NOT TO SCALE i 10500 CIVIC CENTER DRIVE RANCHO CUCAMONGA, CA 91731 11 RELOCATE POWER POLE BY SOUTHERN CALIFORNIA EDISON; PAID 1 EA 1 PAINT DOUBLE YELLOW CENTER LINE STRIPE PER CITY OF 520 LF FOR AND COORDINATED BY DEVELOPER RANCHO CUCAMONGA STANDARD PLAN 133, BACK OF WALK 2 PAINT 4" WHITE SKIP STRIPE PER CITY OF RANCHO 850 LF 1,320 SF CUCAMONGA STANDARD PLAN 133. 1080$ FOOTHILL BLVD. X120 2A PAINT 4" SOLID WHITE PER CITY OF RANCHO CUCAMONGA 1900 LF INFORMALNON 'i, STANDARD PLAN 133 ELECTRIC METER 3 PAINT 8" WHITE CHANNELIZING STRIPE PER CITY OF RANCHO 820 LF " I (909) 987-6275 (909) 880-0222 CUCAMONGA STANDARD PLAN 133 CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY OF RANCHO 4 PAINT WHITE CROSSWALK AND/OR LIMIT LINE PER CALTRANS 400 LF TOTAL • a STANDARD PLAN A24E STORM DRAIN MAHQLE 5 PAINT 6" WIDE SOLID BIKE LANE STRIPE PER DETAIL 39 OF 1,600 LF TREES 35' C. CALTRANS STANDARD PLAN A20D PROPOSED AC PAVEMENT 6 PAINT WHITE PAVEMENT LEGEND PER CALTRANS STANDARD 16 EA SHEET PLAN A24A—A24D (TYPE AS INDICATED) 7 FURNISH AND INSTALL TRAFFIC SIGN AND POST PER CITY OF 15 EA TITLE SHEET RANCHO CUCAMONGA STANDARD PLANS RELOCATE UTILITY APPURTENANCE PER AGENCY DIRECTION 3 EA PAINT 6" WIDE DASHED BIKE LANE STRIPE PER DETAIL 39A 400 LF i' GROUPINGS OF CALTRANS STANDARD PLAN A20D 9 FURNISH AND INSTALL TYPE "H" MARKERS PER RANCHO CUCAMONGA 74 EA PROTECT IN PLACE STANDARD Na 135 4 1O FURNISH AND INSTALL 818.1 "RIGHT LANE MUST TURN 5 EA O.C.ROCHE RIGHT" SIGN HARDSCAPE PLANS— FOOTHILL BOULEVARD 11 FURNISH AND INSTALL R26(S) "NQ STOPPING ANY TIME" SIGN 8 EA 12 FURNISH AND INSTALL OMNI TRANS BUS STOP (CITY TO 1 EA CUCAMONGA STANDARD PLAN NO. 102 COORDINATE NEW STOP) 7 13 PAINT TWO—WAY LEFT TURN STRIPING PER CAL—TRANS 327 LF STANDARD PLAN A20B, DETAIL 32 X—SECTIONS FOOTHILL BOULEVARD — STA 75+50 TO 81+00 14 FURNISH AND INSTALL R1-1 "STOP" SIGN 1 EA 1 FURNISH AND INSTALL R3-2 NO LEFT TURN SYMBOL SIGN 1 EA 16 FURNISH AND INSTALL R 6-1 "ONE WAY" SIGN AND SYMBOL 2 EA 17 FURNISH AND INSTALL R7 KEEP RIGHT SIGN WITH SYMBOL 2 EA 1 FURNISH AND INSTALL OM2 -2H REFLECTORS 2 EA 1 FURNISH AND INSTALL R81 "BIKE LANE" SIGN WITH SYMBOL 1 EA 2O FURNISH AND INSTALL WR9-3A NO PEDESTRIAN CROSSING SYMBOL 1 EA 21 FURNISH AND INSTALL WR9-3B "NQ PEDESTRIAN CROSSING" SIGN 1 EA 22 FURNISH AND INSTALL STANDARD PIPE GATE PER APWA 602-2 4 EA WITH R9 -3G & R9 -3D SIGN FOOTHILL/ PROJECT ENTRANCE TRAFFIC SIGNAL INSTALLATION PLAN 23 FURNISH AND INSTALL R73-3(CA) "NO U—TURN" ON MAST ARM 2 EA HEREON i PROVIDED r [► t • • • al OF r CONTRACTOR REQUIRED r PREPARE r# y r ESTIMATE , AND ♦ RELY ON HIS OWN ESTIMATE QUANTITIES IN PREPARING r i BID. ir "A DO •# (909) 477-2740 A i ROW COMMON NAME CRAPEr rO.C. FOR AND COORDINATED BY DEVELOPER BW BACK OF WALK x MARKS CAL VISION 12 PLACE 8" PCC PAVEMENT BUS BAY LANE PER CITY OF RANCHO 1,320 SF ' � � ♦III 1080$ FOOTHILL BLVD. X120 ACTIVITY CENTERSG CUCAMONGA STANDARD PLAN NO. 119 ECR INFORMALNON 'i, I RANCHO CUCAMONGA, CA 91730 ELECTRIC METER EPB ELECTRIC PULL BOX FH " I (909) 987-6275 (909) 880-0222 13 CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY OF RANCHO 3 EA FINISH SURFACE TC TOTAL • a CUCAMONGA STANDARD PLAN NO. 101, TYPE "C", "W" PER PLAN STORM DRAIN MAHQLE SHEETINDEX14 PLATANUS RACEMOSA CALIFORNIA SYCAMORE TREES 35' C. 15 GAL PROPOSED AC PAVEMENT ° RELOCATE STREET LIGHT, BY SOUTHERN CALIFORNIA EDISON PAID EDISON, 5 EA SHEET # DESCRIPTION FOR AND COORDINATED BY DEVELOPER PLATANUS ACERIFOLIA 1 TITLE SHEET 15 RELOCATE UTILITY APPURTENANCE PER AGENCY DIRECTION 3 EA 2 FOOTHILL BOULEVARD PLAN AND PROFILE — STA 73+00 TO 81+37.93 i' GROUPINGS 3 FOOTHILL BOULEVARD PLAN AND PROFILE — STA 81+37.93 TO 88+00 16 PROTECT IN PLACE 4 ROCHESTER AVENUE PLAN AND PROFILE — STA 03+00 TO 10+00 O.C.ROCHE 5 HARDSCAPE PLANS— FOOTHILL BOULEVARD 17 CONSTRUCT SINGLE ACCESS RAMP PER CITY OF RANCHO 1 EA 6 HARDSCAPE PLANS— ROCHESTER AVENUE CUCAMONGA STANDARD PLAN NO. 102 7 HARDSCAPE DETAILS 8 X—SECTIONS FOOTHILL BOULEVARD — STA 75+50 TO 81+00 18 CONSTRUCT CURB RAMP (CASE B, TYPE 1) PER STANDARD PLAN 1 EA 9 X—SECTIONS FOOTHILL BOULEVARD — STA 81+50 TO 87+00 NO. 111-3 OF THE STANDARD PLANS FOR PUBLIC WORKS 10 FOOTHILL TRAFFIC SIGNING AND STRIPING PLAN CONSTRUCTION 11 ROCHESTER TRAFFIC SIGNING AND STRIPING PLAN TRAFFIC SIGNAL DETAILS 12 FOOTHILL/ ROCHESTER TRAFFIC SIGNAL MODIFICATION PLAN 19 CONSTRUCT .. GUTTER PER CITY OF RANCHO 41 LF 13 FOOTHILL/ ROCHESTER TRAFFIC SIGNAL POLE RELOCATION CUCAMONGA STANDARD DRAWING NO. 106—A 14 FOOTHILL/ PROJECT ENTRANCE TRAFFIC SIGNAL INSTALLATION PLAN QUANTITIES SHOWN HEREON ARE PROVIDED ONLY FOR THE CONVENIENCE OF THE OWNER. THE CONTRACTOR IS REQUIRED TO PREPARE III HIS OWN ESTIMATE OF QUANTITIES AND SHALL RELY ON HIS OWN ESTIMATE OF QUANTITIES IN PREPARING HIS BID. STREET TREE QUANTITIES "A DO •# r 1 A N ! A A * ..� .+r r�TRIANGULARLAVENDER A i ROW COMMON NAME CRAPEr rO.C. SPACINGy BW BACK OF WALK ILII � I l L r� r FOOTHILL BLVD PRUNUS i s a ` lir 0 ♦ n ' � � ♦III CURB FACE ACTIVITY CENTERSG EXISTING ECR INFORMALNON 'i, EM ELECTRIC METER EPB ELECTRIC PULL BOX FH ;MORE THAN 25% OF FL FLOW LINE FS FINISH SURFACE TC TOTAL • a SDMH STORM DRAIN MAHQLE NON ACTIVITY CENTERS PLATANUS RACEMOSA CALIFORNIA SYCAMORE TREES 35' C. 15 GAL PROPOSED AC PAVEMENT ° PROPOSED CONCRETE RCE No.: 64696 I D ATE: .i ST 2007 FILE No.: 05-141 INFORMAL GROUPINGS NON ACTIVITY CENTERS PLATANUS ACERIFOLIA LONDON PLANE TREE 30' O.C. 1,15 GAL i' GROUPINGS FOREGROUND O.C.ROCHE , BACKGROUND oil gal AC ASPHALTIC CONCRETE EMH ELECTRIC MANHOLE BW BACK OF WALK CB CATCH BASIN BRC BEGIN REVERSE CURVE CF CURB FACE (E) EXISTING ECR END CURVE RADIUS EM ELECTRIC METER EPB ELECTRIC PULL BOX FH FIRE HYDRANT FL FLOW LINE FS FINISH SURFACE n REMOVED',REVISED STREET TREE—S-y—�—EGEND TREES SEE SHEET 2,3 and •� . Jnr gip. EAP'. P'. SEE SHEET 14 FOR,i TRAFFIC RELOCATION CIVI... :. 4 SIGNAL POLE HP HIGH POINT ONLY PCC PORTLAND CEMENT CONCRETE POC POINT OF CURVE PRC POINT OF REVERSE CURVE RW RIGHT OF WAY TC TOP OF CURB SDMH STORM DRAIN MAHQLE SMH SEWER MANHOLE WM WATER METER DRAWN Voice: (909) 980-1982 Fax: (909) 941-0891 PROPOSED AC PAVEMENT ° PROPOSED CONCRETE n 0 a N I U C cl L_ Q) w aD c� 'U U Cn as C 0 c� C pt2 cf) REMOVED',REVISED STREET TREE—S-y—�—EGEND TREES SEE SHEET 2,3 and •� . SEE SHEET 14 FOR,i TRAFFIC RELOCATION SIGNAL POLE DESCRIPTION O, REVISION CITY � y PP CITY 0 RANL00';"HO CUCAMONGA STREET IMPROVEMENT PLAN PARCEL MAP NO.17818 TITLE SHEET FOOTHILL BOULEVARD & ROCHESTER AVENUE i �i►�� � �DATE I►!` r ,. R.C.E. 42156 E.M. Associn(ed Engineers RECOMMENDED 3311 E. SHELBY STREET ONTARIO, CALIFORNIA 91764 DRAWN Voice: (909) 980-1982 Fax: (909) 941-0891 SHEETOF CHECKED/ 14 DRAWING • RCE No.: 64696 I D ATE: .i ST 2007 FILE No.: 05-141 0 a N I U C cl L_ Q) w aD c� 'U U Cn as C 0 c� C pt2 cf) GRAPHIC SC 0 20 40 IN FEET 1 inch = 40 SEE SHEET 13 FOR DETAIL OF THE MEDI ISLAND MODIFICATIO�j m I— Li-i LJLJ C/) LLJ LLJ C/) ROCHESTER AVENUE SEE SHEET 4 Underground Service Alert ORE I C== TEMPORARY BENCHMARK - CITY OF Call: TOLL FREE RANCHO CUCAMONGA 1" IRON PIPE IN AC PAVEMENT AT THE air1-800 CENTERLINE INTERSECTION OF FOOTHILL 227-2600 BOULEVARD AND ROCHESTER AVENUE ELEVATION: 1207.36 (ft) TWO WORKING DAYS BEFORE YOU DIG File: L: \2005\05102—A\DWG \SHEET \PH,\SE-2\02—ST.dwg Apr 24, 2008 — 10:50am Jeffm -Z)_ r 80 60 40 20 0 20 40 60 80 FOOTHILL BLVD SECTION STATION 78+00 TO 78+70 EXISTING NOT TO SCALE EXISTING N'LY TI= 9.0 R=75 NLY RW 73' 62' �R, W 1 of 47 < U) 2 10.9' C) < 1 $ to w2.5-0- a- -w 2.6 4. C) 51 co C) C/3 1208 (2,35% MIN)(5 7 1208 2-98 % MIN* J (2.750k MAY,) I . -2-00016-MIN ­(�04 MAX) 2�00% 124% MIN .2.14% MAX J 2.50% MAX 2 4 4.21% MIN 4 2 4.46% MAX 1204 1204 3 4 3 80 60 40 20 0 20 40 60 80 FOOTHILL BLVD SECTION STATION 79+60 TO 80+70 NOT TO SCALE TI= 9.0 R=75 DATA TABLE DATE REMOVED TREES OUTSIDE PUBLIC RIGHT-OF-WAY. CITY ENGINEER --J DATE CITY I mismII m APPROVED IIS , WIXOM Engineers RE 0 NDED VODI 1 E. SHELBY STREET ONTARIO, CALIFORNIA 91764 L DRAWN Voice: (909) 980-1982 Fax: (909) 941-0891 1 SHEET M.A. mam Cl 1311 111111111 i for Irl 1 C- 111- ri'm CHECKED DRAWING No. 0 mfmnfm��� 011= _j_DATE: AU"T 2007 FILE No.: 05-141 FOOTHILL BLVD SECTION STATION 79+60 TO 80+70 NOT TO SCALE TI= 9.0 R=75 CITY -----OF RANCHO CUCAMONGA STREET IMPROVEMENT PLA•N PARCEL MAP NO. 17818 FOOTHILL BOULEVARD STA 73+00 TO STA 81+37.93 PPROVED BY DATE REMOVED TREES OUTSIDE PUBLIC RIGHT-OF-WAY. CITY ENGINEER DESCRIPTION OF REVISION DATE CITY APPROVED CITY -----OF RANCHO CUCAMONGA STREET IMPROVEMENT PLA•N PARCEL MAP NO. 17818 FOOTHILL BOULEVARD STA 73+00 TO STA 81+37.93 PPROVED BY DATE CITY ENGINEER R.C.E. 42156 77 DESIGN E.M. Associated Engineers RE 0 NDED VODI 1 E. SHELBY STREET ONTARIO, CALIFORNIA 91764 L DRAWN Voice: (909) 980-1982 Fax: (909) 941-0891 1 SHEET M.A. 2 OF 14 CHECKED DRAWING No. RCE No.: 64696 _j_DATE: AU"T 2007 FILE No.: 05-141 .,,{ h J 1 Pp f t E I d r 0,C A 77 ff �- f L—.t 5 67 i ", _ _ m_. , ._ _ k k o , x/77 � � rte. _771--o'` • ►— cta oo , } cn" _ s � o,j _,.._ _ . _ i r-� oo._oca e, 1 .... ..,,_, ,......,._. ..t r- .. ,_.. ....__ .._.. ... �q_� ,., Q _ •- + _ I � , t „ x I N 2- t � f � } .,»_ � .__. _,�.._.w r-,, � _ _. _.. m.. 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[ ,... ..,. ! r F 03+00 04+00 05+00 06+00 07+00 08+00 09+00 10+00 9 I I I rn\e,71 �� I I e. __J .� 4< k i E C11- co +Uj® GRAPHIC SCALE o ®C:FnI 4 f rK �W 0 20 40 80 � II z =D I ,' I I I In, ( IN FEET 1 inch = 40 ft. N f >° fi w. . f _ , — _ � .. ° - G m.SM..._" P u.. m._.._._..__..M__....._, _.., _ _... ry _. ._. _.m ...__ 10+00 -0011 - VI _,3 0 _ 0 _ _vPERY D_._OVEMENT ROCHESTER AV 00 NUERAWING N0 1499 ,, STA 74+39.72 FOOTHILL BOULEVARDR,-W .M«CU+00 GUTTER EX-IS-TING—IMPROVEMENTS- M _ OO R ,»DR WING , tyr:F 10 1 5 p: «,r,...,, CURB n wa ,_... _. GUTTER � ».a�.�_.�w ....�... _.�__w„,.-. w _.._,., „__°,------ , .,.. . _.. 16».�. r , �.� n n �',�._ ., n_. ,4uwa`�, �-'--•,-...�.,, .. ..» ._»„ .w, '`:t res �� k llel SPI-OLt- 11 i, F_hjj:r1M OF�= a = , W ._.. ».�...,�� _... . �� do �, • � � t . ,.M _ _ », ,._ R.a� � _. �� PIPE AND If rry i¢ CV) r tOW W, r r Fokim CAP v� � R k I �” m w �, , I ry LIJ (+ f ( „ ., , .., „ ,..,.»., „ ..,., C F . ....,.,,..4f... 0..✓:. _.,,. .,_,.,.,,.._.... .. ..:.«_ „_..... LCA W <a (� Lb i b r I —1 C} Q W (� 0 00 ,O { g , H [i� i cta W "t. _ ... (. E:,. [ 1. N �i .i:, [ �.7 ./' Q.�,.».«,...7...._.. .. ?.: Ltd C3� L17 d' Lii ^,cCi p :N Q C3 L(1 C'a*j��+E _e * 3 F d �+° Q E �y.q ply �/ � � ..,.J 7' �e C3- N7i �' d L 1 t �? �i d LO f �" W ®, I N � $ W :r'}_._Coj moi- 00 t� O t� Cn I Q N D .+ W Ll + + �- . _" + + + d. Lid }- Lti L() Lf) �= Lf?, Lf? 1- W.A �— __ : C4 -� Cn wm_. +� w c� w w u� caw CD u� U_ <t ¢ LO � 4 Q LL t-- :LL t/-�- (� w ry W o t��- t /� y k w..}. W w121 , w 'S V / `a....*' V O �..f V A ry rV ,� V / c� .-. �. E 1 cn v'y E__... � t r t Q 1 1 r 8 ¢(� z aro a t.J_:. pe. r i .' f { w 4 CD r P� , � in if 1 r- I r o a r t s E i t j „_. n s s n ( c I d a g ` r FQC}TH I LL BOULEVARD SEE SHEET 2 THE EXISTING OVERHEAD UTILITIES (TELECOMMUNICATIONS AND ELECTRICAL, EXCEPT FOR THE 66 Kv ELECTRICAL) ON THE PROJECT SIDE aF ROCHESTER AVENUE SHALL BE UNDERGROUNDED FROM THE FIRST POLE OFF—SITE SOUTH OF THE PROJECT BOUNDARY TO THE FIRST POLE OFF—SITE NORTH OF FOOTHILL BOULEVARD, PRIOR TO PUBLIC IMPROVEMENT ACCEPTANCE OR OCCUPANCY, WHICHEVER OCCURS FIRST. NAUmIrE,SEEOSHEET 6K DETAILS: Underground Service Alert a�FORE roo TEMPORARY BENCHMARK — CITY OF FES�ll® TOLL FREE RANCHO CUCAMONGA 1" IRON PIPE IN AC PAVEMENT AT THE ,tt CENTERLINE INTERSECTION OF FOOTHILL _2600 BOULEVARD AND ROCHESTER AVENUE ELEVATION: 1207.36 (ft) TWO WORKING DAYS BEFORE YOU DIG File: L: 2005 051O2—A DWG SHEET PHASE_2 04—STedwg Apr 15, 2008 — 4:23pm Jeffm STREET IMPROVEMENTS 1 CONSTRUCT 8" PCC CURB AND GUTTER, TYPE A2-8 PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO, 104 2 CONSTRUCT 8" PCC CURB ONLY, TYPE A1-8 PER CITY OF RANCHO CUACAMONGA STANDARD PLAN NO. 104 3 PLACE 8" AC PAVEMENT OVER 10" CLASS 2 AGGREGATE BASE (FINAL PAVEMENT STRUCTURAL SECTION PER APPROVED SOILS RECOMMENDATION). SEE CITY GENERAL NOTES 9 & 10, LATEST EDITION. FINISH COURSE OF 0.13' ARHM SAWCUT AND REMOVE EXISTING AC PAVING 5 REMOVE EXISTING PCC CURB AND GUTTER 6 CONSTRUCT LOCAL DEPRESSION, CASE "A", PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 307 7 CONSTRUCT 4" PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 114 (W=6' WHEN CURB ADJACENT) 8 INSTALL 16,000 LUMEN HPS V STREET LIGHT BY SOUTHERN CALIFORNIA EDISON: PAID FOR AND COORDINATED BY DEVELOPER CONSTRUCT CURBSIDE DRAIN OUTLET—LOW CAPACITY PER CITY OF 9 ARD PLAN N N0. 107—A. CUCAMONGA STAND RANCHO CU 10 INSTALL STREET TREE PER LEGEND AND NOTES ON SHEET 1 11 RELOCATE POWER POLE BY SOUTHERN CALIFORNIA EDISON; PAID FOR AND COORDINATED BY DEVELOPER 12 PLACE 8" PCG PAVEMENT BUS BAY LANE PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 119 13 CONSTRUCT COMMERCIAL DRIVE APPROACH PER( CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 101, TYPE "C $1 CITY "W" PER PLAN 14 RELOCATE STREET LIGHT, BY SOUTHERN CALIFORNIA EDISON, PAID FOR AND COORDINATED BY DEVELOPER 15 RELOCATE UTILITY APPURTENANCE PER AGENCY DIRECTION 16 PROTECT IN PLACE 17 CONSTRUCT SINGLE ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STANDARD PLAN Na. 102 18 CONSTRUCT CURB RAMP (CASE B, TYPE 1) PER STANDARD PLAN NO. 111-3 OF THE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION 19 CONSTRUCT GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO, 106—A 0 NOT USED CURVE CURVE LENGTH RADIUS DELTA TAN �) 1 r DESCRIPTION REVISION t► r CITY O`F RANCHO CUCAMONGA STREET IMPROVEMENT PLAN PARCEL MAP NO. • ROCHESTER AVENUE STA 03+00 TO STA 00 b,A EAST EXISTING 48' 50' R f � M 36' 14' i Ir ' EXIST. PVMT 10' 4 SURFACE g% r w EXIST. 7 w C&G w C} H ESE AVENUE Y I AL I ON STATION 03+40 TO 09+15 NOT TO SCALE TI=9.0 R=75 PROJECT SHEET # OF DESCRIPTION REVISION t► r CITY O`F RANCHO CUCAMONGA STREET IMPROVEMENT PLAN PARCEL MAP NO. • ROCHESTER AVENUE STA 03+00 TO STA 00 DATE A42156 Blow r �+ r J S�+DEIGN i D ..., sociated Enginm, DRAWN. 3311 E. SHELBY STREET ONTARIO, CALIFORNIA 91764 Voice: (909) 980-1982 Fax: (909) 941-0891 SHEET p, 1 '� DRAWING PROJECT SHEET # OF MATCHLINE - SEE SHEET 5B Im LIM11 U1'WUY%_& I UndergroundService Alert BENCH MARK ORE TEMPORARY BENCHMARK — CITY OF Call: TOLL FREE RANCHO CUCAMONGA 1" IRON PIPE IN AC PAVEMENT AT THE CENTERLINE INTERSECTION OF FOOTHILL 1-800 BOULEVARD AND ROCHESTER AVENUE 227-2600 ELEVATION: 1207.36 (ft) TWO WORKING DAYS BEFORE YOU DIG N F.2 a A�L MORNImem"Am- ROOM YOU 4 M - ....... ....... .......... — ... .. .......... ...... ....... ....... ........... . .. "'* ....... . 1 3 ............. ....... ............ I A . . . . . . . .. ......... . . . . . . .. ........ �'K .......... . ........ .. ........ ... ....... . .......... ....... x x ....... .... ...... ............ 0 - K,.H'S4.dwg Mar 24, 2008 — 4:10pm Lisa IT O�FW= 1 4" _F 'r' I IR 12 IR �112 4 j STREETPR1NT ASPHALT PAVEMENT O M 3/8- LIP (HERRINGBONE PATTERN. TATCH BRICK PAVERS, TERRA COTTA COLOR STREETP RINT ASPHALT PAVEMENT TEXTURING BY SHARlDEN'DESIGN ASPHALT (619) 445-3611 N.T.S. A-Streetprint, t Curb and Gutter Cross Section N ­. 0 20 40 80 - -- - ------ SCALE: I" = 20'-011 DESCRIPTION OF REVISION CITY OF RANCHO CUU'OP%AMONGA STREET IMPROVEMENT PLAN PARCEL MAP NOI. 5`' SEL10";" FOOTHILL 130LULEVARIF -AND ROCHEtSTER AVENUE DATE 77 DESIGN AJERAJL 305og Harbor Blvd, Suite 218 Fullerton, California 92832 L.Y. Tel: (714) 680-0417 T Fax: (714) 871-5197 SHEE DRAWN I D 0 E 0 S 0 1 0 0 0 NEmail: e1i des-la1@pacbellmet:1 OF 14 IL CHECKdin EDDRAWING No. AUGUST 2008 RLA No.:3098 C.S.L. DATE: FILE No.: 901/1 Construction Legend. - NOT USED. 5' WIDE SIDEWALK EASEMENT TO THE CITY OF RANCHO CUCAMONGA PER DOC ft CONSTRUCT 4' WIDE MIN. SIDEWALK PER C.R.0 STD PLAN COLORED MEDIUM BROOM FINISH CONCRETE SIDEWALK WITH NATURAL CONCRETE BANDING. COLOR TO BE SANDSTONE BY DAVIS COLOR (800) 3564848 OR EQUAL. SEE DETAIL:9, SHEET 8. SEE DETAIL'A&'B', SHEET 8. STAMPED COLORED ASPHALT PAVEMENT- HERRINGBONE PATTERN WITH NATURAL COLOR SEE CONCRETE BANDING. COLOR TO BE DARK TERRA COTTA OR MATCH EXISTING PAVING. DETAIL'G-, SHEET 8 FOR ROUTE 66 VEHICULAR PAVING LOGO IMPRINT ON ASPHALT PAVEMENT. LOGO COLOR TO BE WHITE. HERRINGBONE PATTERN WITH COLORED CONCRETE BANDING. STAMPED COLORED CONCRETE- CROSSWALK TO MATCH EXISTING MEDIAN TERRA COTTA COLOR. BANDING COLOR TO BE NATURAL EQUAL SEE DETAIL -9, SHEET 8. ADA COMPATIBLE AT CROSSWALK. TCUSTOM TILE INLAY. SEE ENHARGEMENT'A, DETAIL'B, SHEET 8 AND ON-SITE PLAN. 8'-0 " TALL BATTERED RIVER ROCK PILASTER WITH CUSTOM ROUTE 66 CONCRETE CAST. SEE DETAIL'C', SHEET 8. CONTRACTOR TO PROVIDE SHOP DRAWING. 4'-0" TALL BATTERED RIVER ROCK PILASTER WITH CUSTOM ROUTE 66 CONCRETE CAST. SEE DETAIL 'I', SHEET 8. CONTRACTOR TO PROVIDE SHOP DRAWING. LIGHT BOLLARD #CB 12R38 CUTOFF DOME, MSB BY ARCHITECTURAL AREA LIGHTING (714) 994-2700 11 STREET TREE PER LANDSCAPE DESIGN NOTE, SEE THIS SHEET. @ SEE ON-SITE LANDSCAPE PLAN FOR PLANTING PLAN, IRRIGATION PLAN AND DETAILS. BENCH #BB -28 6' RIBBON SERIES BENCH BY VICTOR STANLEY (800) 368-2573 - SEE ON-SITE PLAN. 14 STREET TREE GRATE BY MCKINLEY MODEL NO. RS -48X48 OR EQUAL. SEE DETAIL'F' &'IT, SHEET 8. CONCRETE BOLLARD AND CABLE BARRIER- SEE DETAIL 7, SHEET 8 AND ON-SITE PLAN. STREETPR1NT ASPHALT PAVEMENT O M 3/8- LIP (HERRINGBONE PATTERN. TATCH BRICK PAVERS, TERRA COTTA COLOR STREETP RINT ASPHALT PAVEMENT TEXTURING BY SHARlDEN'DESIGN ASPHALT (619) 445-3611 N.T.S. A-Streetprint, t Curb and Gutter Cross Section N ­. 0 20 40 80 - -- - ------ SCALE: I" = 20'-011 DESCRIPTION OF REVISION CITY OF RANCHO CUU'OP%AMONGA STREET IMPROVEMENT PLAN PARCEL MAP NOI. 5`' SEL10";" FOOTHILL 130LULEVARIF -AND ROCHEtSTER AVENUE DATE 77 DESIGN AJERAJL 305og Harbor Blvd, Suite 218 Fullerton, California 92832 L.Y. Tel: (714) 680-0417 T Fax: (714) 871-5197 SHEE DRAWN I D 0 E 0 S 0 1 0 0 0 NEmail: e1i des-la1@pacbellmet:1 OF 14 IL CHECKdin EDDRAWING No. AUGUST 2008 RLA No.:3098 C.S.L. DATE: FILE No.: 901/1 MATCHLINE - SEE SHEET 5A R 2 Underground Service Alert BENCH MARK OR cm TEMPORARY BENCHMARK - CITY OF Call: TOLL FREE RANCHO CUCAMONGA 1" IRON PIPE IN AC PAVEMENT AT THE 1-800 CENTERLINE INTERSECTION OF FOOTHILL 227-2600 BOULEVARD AND ROCHESTER AVENUE ELEVATION: 1207.36 (ft) TWO WORKING DAYS BEFORE YOU DIG 3 lot - 10 f-oi- Construction 1,egend. NOT USED. 5' WIDE SIDEWALK EASEMENT TO THE CITY OF RANCHO CUCAMONGA PER DOC CONSTRUCT 4' WIDE MIN. SIDEWALK PER C.R.0 STD PLAN. COLORED MEDIUM BROOM FINISH CONCRETE SIDEWALK WITH NATURAL CONCRETE BANDING. COLOR TO BE SANDSTONE BY DAVIS COLOR (800) 356-4848 OR EQUAL. SEE DETAIU(y, SHEET 8. SEE DETAIL 'A'& B% SHEET 8. STAMPED COLORED ASPHALT PAVEMENT- HERRINGBONE PATTERN WITH NATURAL COLOR CONCRETE BANDING. COLOR TO BE DARK TERRA COTTA OR MATCH EXISTING PAVING. SEE SHEET 8 FOR ROUTE 66 VEHICULAR PAVING LOGO IMPRINT ON ASPHALT PAVEMENT. LOGO COLOR TO BE WHITE. STAMPED COLORED CONCRETE- HERRINGBONE PATTERN WITH COLORED CONCRETE BANDING. CROSSWALK TO MATCH EXISTING MEDIAN TERRA COTTA COLOR. BANDING COLOR TO BE NATURAL CONCRETE. BY DAVIS COLOR (800) 356-4848 OR EQUAL SEE DETAIL'(T, SHEET 8. ADA COMPATIBLE AT CROSSWALK. CUSTOM TILE INLAY. SEE ENHARGEMENTA, DETAIL 'B', SHEET 8 AND ON-SITE PLAN. 8'-0" TALL BATTERED RIVER ROCK PILASTER WITH CUSTOM ROUTE 66 CONCRETE CAST. SEE DETAIL 'C', SHEET 8. CONTRACTOR TO PROVIDE SHOP DRAWING. @) 4'-0" TALL BATTERED RIVER ROCK PILASTER WITH CUSTOM ROUTE 66 CONCRETE CAST. SEE DETAIL 'I', SHEET 8. CONTRACTOR TO PROVIDE SHOP DRAWING. LIGHT' BOLLARD #CB 12R3 8 CUTOFF DOME, MSB BY ARCHITECTURAL AREA LIGHTING (714) 994-2700 STREET TREE PER LANDSCAPE DESIGN NOTE, SEE THIS SHEET. SEE ON-SITE LANDSCAPE PLAN FOR PLANTING PLAN, IRRIGATION PLAN AND DETAILS. BENCH 4BB-28 6' RIBBON SERIES BENCH BY VICTOR STANLEY (800) 368-2573 - SEE ON-SITE PLAN. STREET TREE GRATE BY MCKINLEY MODEL NO. RS -48X48 OR EQUAL. SEE DETAIL 1F'&'1 -r, SHEET 8. CONCRETE BOLLARD AND CABLE BARRIER- SEE DETAIL'Y, SHEET 8 AND ON-SITE PLAN. .dwg Mar 24, 2008 - 4: 1 Opm Lisa Grading Notes -All Landscape areas are to be sloped at a minimum 2 % gradient maximum 2: 1. All transitions and grade breaks must be smootheven and roundedunless otherwise noted. -All Paved Pedestrian areas are to be sloped at a minimum 0, 5 % gradient, maximum 2% cross slope, maximum 5% slope in direction of travel. Slope away from buildings and toward drain. Add drains as needed. -All paved vehicular areas to be sloped at a minimum 0. 5 % gradient, maximum 5% cross slope, maximum 18% in direction of travel. Maximum grade break differential to be 10 %. -All drain pipes to be sloped at a minimum 0. 5 % gradient. -Provide sweeps or cleanouts where drain pipe changes direction more than 90%. or rough grade will be required to provide for the proposed hardscape. The contractor shall become famar with the Civil Engineer's rough grading plans in order to completely include all minor rough grade and fine grading in the scope of work. -Install protective fencing around all trees and other existing features which are to remain. Roots of existing trees are to be protected wherever feasible and are to be covered with continuously wet burlap if exposed for more than 24 hours, Hr -cut 3" or larger diameter roots of existing trees to remain to provide a smooth, solid, and clean exposed end. -Notify the Landscape Architect and Owner if discrepancies exist between the plans and actual site conditions, LANDSCAPE DESIGN NOTES: 1. Street trees on new streets are to be selected from the City's approved Street Tree List, based upon available planting area (Typical between back -of -curb and the sidewalk). Established streets should already have designed tree species. Contact Cam Amos at 909-477-2740, Ext. 4023 for information. 2. Street trees are to be shown on street or other public improvement plans signed by the City Engineer, and constructed per the same. 3. Street trees shown on Planning Division Submittal are Conceptual Only. 4. Interior streets will be required to select deciduous trees for East streets and evergreen trees for North streets from the City's approved Street Tree List. Wind -prone areas may be required to utilize a more deciduous palette. 5. Indicated spacings and sizes are requirements for City -Maintained trees only. Where the tree concept goes beyond areas of influence near public improvements and/or any City maintenance easement, spacings and sizes will be per the On-site plans approved by the Planning Division. On-site and Off-site plans shall be coordinated. 6. Street improvement Plans shall reflect the legend and notes indicated below. In some cases, when details about parkway sizes or utilities are unavailable at the time of conditioning, options are provided for various situations. It is the Designer's responsibility to ascertain the context of the tree planting, select the appropriate tree option, and omit any erroneous information on the final legend. 7. Trees shall be installed per die notes and legend on - sheet. I ET NAME BOTANICAL NAME 14 MIN. GROW 4 SIZE 0 ............. R 2 Underground Service Alert BENCH MARK OR cm TEMPORARY BENCHMARK - CITY OF Call: TOLL FREE RANCHO CUCAMONGA 1" IRON PIPE IN AC PAVEMENT AT THE 1-800 CENTERLINE INTERSECTION OF FOOTHILL 227-2600 BOULEVARD AND ROCHESTER AVENUE ELEVATION: 1207.36 (ft) TWO WORKING DAYS BEFORE YOU DIG 3 lot - 10 f-oi- Construction 1,egend. NOT USED. 5' WIDE SIDEWALK EASEMENT TO THE CITY OF RANCHO CUCAMONGA PER DOC CONSTRUCT 4' WIDE MIN. SIDEWALK PER C.R.0 STD PLAN. COLORED MEDIUM BROOM FINISH CONCRETE SIDEWALK WITH NATURAL CONCRETE BANDING. COLOR TO BE SANDSTONE BY DAVIS COLOR (800) 356-4848 OR EQUAL. SEE DETAIU(y, SHEET 8. SEE DETAIL 'A'& B% SHEET 8. STAMPED COLORED ASPHALT PAVEMENT- HERRINGBONE PATTERN WITH NATURAL COLOR CONCRETE BANDING. COLOR TO BE DARK TERRA COTTA OR MATCH EXISTING PAVING. SEE SHEET 8 FOR ROUTE 66 VEHICULAR PAVING LOGO IMPRINT ON ASPHALT PAVEMENT. LOGO COLOR TO BE WHITE. STAMPED COLORED CONCRETE- HERRINGBONE PATTERN WITH COLORED CONCRETE BANDING. CROSSWALK TO MATCH EXISTING MEDIAN TERRA COTTA COLOR. BANDING COLOR TO BE NATURAL CONCRETE. BY DAVIS COLOR (800) 356-4848 OR EQUAL SEE DETAIL'(T, SHEET 8. ADA COMPATIBLE AT CROSSWALK. CUSTOM TILE INLAY. SEE ENHARGEMENTA, DETAIL 'B', SHEET 8 AND ON-SITE PLAN. 8'-0" TALL BATTERED RIVER ROCK PILASTER WITH CUSTOM ROUTE 66 CONCRETE CAST. SEE DETAIL 'C', SHEET 8. CONTRACTOR TO PROVIDE SHOP DRAWING. @) 4'-0" TALL BATTERED RIVER ROCK PILASTER WITH CUSTOM ROUTE 66 CONCRETE CAST. SEE DETAIL 'I', SHEET 8. CONTRACTOR TO PROVIDE SHOP DRAWING. LIGHT' BOLLARD #CB 12R3 8 CUTOFF DOME, MSB BY ARCHITECTURAL AREA LIGHTING (714) 994-2700 STREET TREE PER LANDSCAPE DESIGN NOTE, SEE THIS SHEET. SEE ON-SITE LANDSCAPE PLAN FOR PLANTING PLAN, IRRIGATION PLAN AND DETAILS. BENCH 4BB-28 6' RIBBON SERIES BENCH BY VICTOR STANLEY (800) 368-2573 - SEE ON-SITE PLAN. STREET TREE GRATE BY MCKINLEY MODEL NO. RS -48X48 OR EQUAL. SEE DETAIL 1F'&'1 -r, SHEET 8. CONCRETE BOLLARD AND CABLE BARRIER- SEE DETAIL'Y, SHEET 8 AND ON-SITE PLAN. .dwg Mar 24, 2008 - 4: 1 Opm Lisa Grading Notes -All Landscape areas are to be sloped at a minimum 2 % gradient maximum 2: 1. All transitions and grade breaks must be smootheven and roundedunless otherwise noted. -All Paved Pedestrian areas are to be sloped at a minimum 0, 5 % gradient, maximum 2% cross slope, maximum 5% slope in direction of travel. Slope away from buildings and toward drain. Add drains as needed. -All paved vehicular areas to be sloped at a minimum 0. 5 % gradient, maximum 5% cross slope, maximum 18% in direction of travel. Maximum grade break differential to be 10 %. -All drain pipes to be sloped at a minimum 0. 5 % gradient. -Provide sweeps or cleanouts where drain pipe changes direction more than 90%. or rough grade will be required to provide for the proposed hardscape. The contractor shall become famar with the Civil Engineer's rough grading plans in order to completely include all minor rough grade and fine grading in the scope of work. -Install protective fencing around all trees and other existing features which are to remain. Roots of existing trees are to be protected wherever feasible and are to be covered with continuously wet burlap if exposed for more than 24 hours, Hr -cut 3" or larger diameter roots of existing trees to remain to provide a smooth, solid, and clean exposed end. -Notify the Landscape Architect and Owner if discrepancies exist between the plans and actual site conditions, LANDSCAPE DESIGN NOTES: 1. Street trees on new streets are to be selected from the City's approved Street Tree List, based upon available planting area (Typical between back -of -curb and the sidewalk). Established streets should already have designed tree species. Contact Cam Amos at 909-477-2740, Ext. 4023 for information. 2. Street trees are to be shown on street or other public improvement plans signed by the City Engineer, and constructed per the same. 3. Street trees shown on Planning Division Submittal are Conceptual Only. 4. Interior streets will be required to select deciduous trees for East streets and evergreen trees for North streets from the City's approved Street Tree List. Wind -prone areas may be required to utilize a more deciduous palette. 5. Indicated spacings and sizes are requirements for City -Maintained trees only. Where the tree concept goes beyond areas of influence near public improvements and/or any City maintenance easement, spacings and sizes will be per the On-site plans approved by the Planning Division. On-site and Off-site plans shall be coordinated. 6. Street improvement Plans shall reflect the legend and notes indicated below. In some cases, when details about parkway sizes or utilities are unavailable at the time of conditioning, options are provided for various situations. It is the Designer's responsibility to ascertain the context of the tree planting, select the appropriate tree option, and omit any erroneous information on the final legend. 7. Trees shall be installed per die notes and legend on - sheet. I ET NAME BOTANICAL NAME COMMON NAME MIN. GROW SPACING SIZE SPACE FOOTHILL Lagerstroemia Crape Myrtle 31 15'O.C. 009 r" See & ROCHESTER ndica'Muskogee' Hybrid- Lavender Tniangul Box Sheet AVE- ACTIVITY Sp I of 12 CENTER Crape Myrtle 31 15'O.C. FOOTHILLBLVD.- Lagerstroemia 2411 See indica'Muskogee! Hybrid- Lavender Box Sheet 1 of 12 FOOTHILL BLVD. Rhus lancea African Su 51 20'0.C. 15 See AND Formal Gallon Sheet ROCHESTER I of 12 AVE. FOOTHILL BLVD. Platanus acerifol' London Plane Tree 25'O.C. 24" See 'Bloodgoo ' Informal Box Sheet Pru -. 'Krauter Flowering Plum I of 12 esti V ill S' ROCHESTER Brachychiton Bottle Tree 51 25'O.C. See AVE. populneus Informal Sheet of 12 ls DSCAPE CONSTRUCTION NOTES FOR STEET T 1, All Stree es are to be planted in accordance 1 City Standard Plans. ing, an agronomic soils report shall be MOM CONSTRUCTION SPECIFICATIONS: Part I General I. I RELATED WORK IN OTHER SECTIONS OF THESE SPECIFICATIONS A. Preparation of sub -base, B. Installation of base materials. C. Application of soil sterilarit. 1.2 SUBMITTALS A. In accordance with section entitled "Shop Drawings, Product Date and Samples" two samples of paving stones shall be submitted to City of Rancho Cucamonga to indicate colors to be supplied on this job. Colors to be selected from manufacturers available paving stone colors. B. Paving color to be approved by the City Engineer and the City Planner. 1.3 PRODUCT HANDLING A. Paving stories shall be delivered and unloaded at job site on pallets and bound in such a matter that no damage occurs to the product during hauling, handling or unloading at the jobsite. Part 11 PRODUCT INFORMATION 2.1 All interlocking concrete paving stone shall be in accordance with the patterns as shown on these plans where designated. These products shall be supplied by: Perma Concrete 12490 Day Street, Moreno Valley, CA 92388 Plionc:714-653-1187. 2.2 MATERIALS A. All interlocking concrete paving stones shall conform to the following specifications: 1. Pavers shall have a minimum compressive strength of 8,000 P.S.I. in accordance with testing procedures ASTM C-140. 2. Materials used to manufacture interlocking concrete paver stones shall conform to the following: a. Cement ASTM C-150 (Portland Cement) b. Aggregates ASTM C-33 (washed, graded sand rock, no expanded shale or lightweight aggregates), 3. Size shape design and colors shall be in accordance with details as noted on plans. b. Sand laying course should be clean washed sand with 100% passing NO. 4 sieve size and a maximum of 3% passing a No. 200 sieve size, this is commonly know as concrete sand. 1. Thickness of sand laying course should be uniform to insure an even surface. The designed thickness should be a maximum of I inch. 2. The sand laying course should be tire. responsibility of the paving stone installer. Part III INSTALLATION OF INTERLOCKING CONCRETE PAVING STONES 3.1 Pavers shall be clean and free of foreign materials before installation, 3.2 Installation should start from a comer or straight edge and proceed fonvard over the undisturbed sand laying course. 3.3 Paving work shall be plumb, level and true to line and grade; shall be installed properly coincide and align with adjacent work and elvations. (All edges must be retained to secure the perimeter stones and the sand laying course. A. Paving stones should be installed hand tight and level on the undisturbed sand laying course. String lines should be used to hold pattern lines true. B. A roller Vibrator or Plate Vibrator should be used to compact the stone and to vibrate the sand up into the joints between the stones. C. Concrete sand should be spread over the installed paving stories so that it may be vibrated into the joints between the stones. D. Excess sand should be swept into the joints or disposed of from the surface area, E. The completed paving stone installation should be washed down and cleaned to provide a clean finished workmanlike installation. 3.4 Cutting of paving tones can be done with either a double bladed breaker or a masonry saw. However, when cutting is required in roadways or precision designed areas a masonry saw is recommended. I 0 8 16 24 SCALE: 1/8" A 110"id, 110V,� REMOVED STREET TREES' LEGEND AND NOTES OW011 N THIS SHEET DESCRIPTION OF REVISION STREET IMPROVEMENT PLAN PARCEL MA" NO. IT848 ' 'EC FOOTHILL BOUL V_ARD A AND ROCC"HESTER AVENUE DAT E -4t R. - - --------- DESIGN k_ i�RAILD N. Harb Blvd, Suite 218 RECOMMEND�D "=% Fullerft, Califomia 92832 L.Y. Tel: (714) 680-0417 SHEET DRAWN Fax: (714) 871-5197 DOE 0S01 OGONEmafl: emdes-lal@pacbefl.net L.Y. 6 OF 14 CHECKED 008 RAWING No. AUGUST 2 RLA No.: 3098 DATE: En OEM 29-011 I Oro 1 t Concrete Ca Q E2C By Quickcrete 1 (909) 737-6240. Color to be C-1, T-2 Finish. re tcret 1 _I tt Custom Concrete Cast- Route 66 Classic Roadway r r r r COLOR 4 I 2 Sign. Signto be installed at same angle as Pilaster Veneer with 1-1/2" 2 relief from face of River Rock and shall be approximately 1"Wx18" TILE INLAY 1-/2" �. : by Quijkcrete. Can t:L' ey Smith (951) 741-5269. Sign Installation per 2 Contractor Shop Drawings. Calor to be C9 MssionWhite'. CUSTOM ,I, Concrete '' r (3 Ba Stone Pilo to be cons 16x8x16 1 ROUTE w : a SVumn >':� block 'th 'ver Rock V Veneer. vi 12:1 a on all 4 sides. 12"X12" T r4 a _,•,Install masonry ties as required. Larger stones at bottom graduating to smaller I IA -- CUSTOM24"X24" r T ILE stone at top. River Rocks to be 1.SfL cu/fL ►-rr 1 INLAY a ' h Colored Concrete Base; 4' Sq. / 1/2"R edges at all sides. Color to be 81) #5234 "Summer Beige" by L.M. Scofield. Light Broom Finish. Provide �C as8 X.. y led control joint @ 16" O.C. !_ !f _ a River4 1 Adj. g with E Taints x u; }g 7 1v r Rock a al Concrer Footing , M Stone Finish g'f K' CTse 1 / Max. Grout Joints F r �,_ , ° ,,.L:...t f4t k � Concrete Batted Build -out as Req r ®(�r r } , Color to be Determined Slope to a Q #4 Rebar Wrap @ Tap °ddle and Bottomz = {}} yTpn^$ .,, t► Q9 w • f 5 t ?•. h. a` (4 #3 Vertical Rebar Each corner 3/4"Thick Ceramic T11eL1611 Finish -4_ 6 3Ce arf tuM+iW.rr,Waimi.Wo-$k: ':. • .. i, tl t' 'i ,t;r,,. +.i? t 'aa 6 t♦itd+:t^r :. ;:it'�'• ':"•�lJt.'..��ia.t,•..:,. —�t� Max. Concrete Band s rt. :. ®0 r tM' ConcreteBase where Occurs ax?A Ff � � GP ..... G , ° • � .... _.:• 9 �+'i,i '^ "�•.'''t�i- 1�': d S$-,.. �'K �n s'r'-"r: ua. -•^ P . r rr '.. ,4 4i`' ' ... �•• ••a { iff "Y ► ii • Q ; SP rr IP 4 a �R I Mai t �,. t Y 't } ..: S.. $.-idiSa.e4fi$C#kF4WwrtaY n4'Tse.FFias.bcmMw. t 2 a. ��,..�.: . a" k ,r' a irti.,; •rt• ,i. t.. ;,cy ;,a,,•. ir.,:. .... .. ° • .. ... •' •* ' •b t"S'.. R . m.eeq++p*hzM4Mt@ 'R4t `i¢ii*Trykr ahww.wsu .elnt?`.. .. .. Q • •O :. .a t ,• .. • . . , : 1 �' • {o,..y °L � � 3. eir{»e:'., sa-:..:::: •:•- -:�. , �.. .... • ; . • .. i ..°i ..'�''•+w' •'>: • .a a^ • aw , *s '� t :, .-!. ^oS a:{ri.r z a �..s. ., :._..... S 90% '.l '.•h, t.`' ' �f�.>R " E' "'�L-.c7 Yt i f t ;staa,eS,brj,iAM rfMSo•"-.arla*Mi s^c 'Murus Compacted ... 11 Subgr+I I I I—I I I— I I —� I I—III I I I I I III—�+I I—v I"I I—I I I.4 11- rr ode P,, 3 .1 1 .... .. .... .r Orr Concr e ase r rr 4 ....... . . . . Scale: /2" _ 1r -01r • • • • (:-- hd­% _D et IB A N.T• . •T• . all "llaelske%T Artw0--rk#3 Rebar Continuous in Nose 8#1X8" Key 2" Clear (:& Each Cold Joint 3 Rebar12"O.C. ay 1/2" Radius Finish Per Plan #4 Rebar Continuouss Finish Grade " Clear r�,ia Each Cold Joint Expansion Jolt 6"x 6" 10 Gauge Wire Medi 12"X12" Key j 4P 1Expansion Join 77 - I I=III=1 •4 ` ': g ' � 4 Per 1 ' Wide Stamped Concrete Paving- � 4 ' cAdjacent Paving oncrete .a 4 4}'2r Adjacent a� ° Paving See Plan for _I 11 I 4arringbone Pattern Surface Treatment .a .' . , 4 ' I 411 4 • , "4 d id q 4 ° °y -° ., a . d .' ,. ° • A — w —_'; I,. I• I --•l _I'—IL_♦I}--' � I - II— -- II — 1 I 1I— —�''I 1I •i4I-- _,I •— rIIIt'---.IIIIII --= 1 I6 I 1 I •i---II:I---! -- I—II--- � }} 1 f II—II=II '�I ;ItiaI•�r'I I— .Iy,I _= II II ((_=r1.• e(1—=I1I III II( _ 1"tI I I'a=I•I` .—I ..ItI •.I5I= ' t _1 atI '';•I— •— M1 �I _ V"Concrete 6Paving� Concrete e Band 44 92 Rebar into Sub -slab }4Expansion Joint 1- 11Cast Iron Tree Grate q A. Contrasting yy1yConcrete- 4 r River Sand if Required Layer Washed Separate PourFinish wade 10" Lay washedg Mi20n. by Geo Soil Report RiveRequired r ace rade by ail ort 2 in. -IT—. I -II=--II:.... ( ( — I =1h11=1I Iu rr =-111 �_011 3 Rebar g 12" O.C. Each " Thick Concrete Sub -base Non- Expansive Soil 90% Compacted Subgrade Non.- Expansive soil N.T.N.T.S. S-1gff u o n c, r bc% B an d w•• • • • av*]L-t • un am. y h� _r an avl_113­X Ijut X I utall N.T. . X V W g (DBollard #QR -1B, #T-2 Texture, Color to be White. By Quickcrete (951) 737-6240. 48'-0" Square 2 1/2" Dia. Stainless Steel Cable. Cable to have a maximum 4" Tree Grate By Deflectiom (or Sag) between bollards spans. Contractor to McKinley Model No. provide approximately sized inset sleeve on all bollards. RS -48"X48" or Provide 1-3/4" wide x 3/4" deep countersink on outer side of Alhamnlb a Foundry -2320 ( 8" S care) end bollard. 11-411 3 End Situation: Contractor to Terminate the Cable Ends with Surface 1 Precast Concrete Cap- #Q E24PC By Quickcrete Mount 'Hide a Thread' Tap Hat Cable System and (2) 1-1/2" Stainless 1 }®6}} (909) 737-6240. Color to be C-1, T-2 Finish Steel Washer. Cable, Washer and Top Hat System Available through 4}►2 Custom Concrete Cast- Route 66 Classic Roadway Precision Cable and Swaging (800) 321-3484. Ask for Tom Dugan. F1 Sign. Sign to be 12"Wx12''x by Quickcrete. Contact: k 5 a 7 $ Linney Smith (951) 741-5269. Sign Installation per " y }} Contractor Sha Drawings. Calor to be C9'Mission White' / x' 4 #3 Rebar cc 24 O.C. Both was for Concrete wider than 48 P g � r• Battered Stone Pilaster to be constructed from 12x8xl2 Column 5 (2) 1/2" Dia. x 6" Long Stainless Steel Anchor Bolt Embedded Bollard #QR -1 B, #T-2 Texture,;• black with River Rack Veneer. Provide 12:1 Battered an all 4 sides. F `` M}� }} in 2" Dia. x 5" Deep Grout Pocket. Color to be White. 2 Install masonry ties as required. Larger stones at bottom, smaller stone _. 4 4}_0}} : {' at tap. River Racks to be 1.5 cu/h. max. and 2 cu/ft. min. V Dee en Footing only at Bollard as Shown. See Plan for Location C 1- /4 g� 1-1/2 �r .� 3 �.1 Colored Concrete Base; 2 Sq. w/ 1/2"R edges at all sides. Calor to be (951) 737-62404 #5234 "Summer Beige"" by L.M. Scofield. Light Broom Finish. Provide f 6'® rt SECTIONW 7 Bollard Set an 1" Mortar Bed. Cut Paver to Fit Around the Bollard. tooled control joint 16" a.c. 01 A 1w R` Em 0 J** %f m3 UA0"h'A 10"'A E P` LAN Provide Adhesive per Manufacturer Specification. 4 •. ; 5 �.�/ Adj. Paving with Exp. Taints +/-15 +/- 15'-0" ` ;a; 6 Concrete Footing Sleeve (Typ.) Concrete Batted Build -out as Required 1-011 d 1 2 1 2 3 ". ,. . •,a g8 #4 Rebar Wrap Tap, Middle andBattom DESCRIPTION OF REVISION DATE CITY 4d APPROVED E T9 (4) #3 Vertical Rebar @ Each comer EQ.IL110%0 2'-6'} e%IW 0"%F RA Cm ;%U 0 A M 0 &No '0 G' A T-6" 3 EQ. Natural Color Concrete Band MmB IT @mIN Z'S T r KE% E E T I amm RR ON V E m N F 1\4 FIMSH GRADE r 0 "M'"L MAP Noes 1`81;8 Ell Ell Wftm Scale: 1/4" Scale: 1/2" F -011T 111 U mum L oil 0""'E40% FOff's 0 'ILL B' EVAMU N.T.S. 8101 BE mum 0 0 n %c. WIL liv.; all a a "I a -"at N Eom"'TER AVENO OE 1" -%Il J • • • h1str%r and 4X uc - r/-%te Bollard and Cablgtm.. Barr----" m 1- 4 a v.; uv_a APPROVED BY DATE CITY EN CI N EE R.C.E. DESIGN AMIMRA1,D36 N. Harbor Blvd, Suite218 RECOUnderground Service Alert BENCH MARK N MMEND D L. Y. Fullerton,California92832 �FoE���, TEMPORARY BENCHMARK — CITY OF { Tela (714) 684- 17 o DRAWN Fax: (714) 871-5197 SHEET 4 . RANCHO CUCAMONGA L.Y. Email: a s- 1 acbell.net 1" IRON PIPE IN AC PAVEMENT AT THE ° °' ° ° c7 4 A UV CENTERLINE INTERSECTION OF FOOTHILL _ ,t OF BOULEVARD AND 'ROCHESTER AVENUE SCALE. 1}} — 20'-0" CHECKED DRAWING No. 227-2600 ELEVATION: 1207.36 (ft) ' C S L AUGUST 2008 RLA No.: 3098 TWO WORKING DAYS BEFORE YOU DIG DATE: FILE No.: - il ouments and etti Li kto ro jects Fotchester treet cape EC H S4.w r 24, 2008— 4:11pm Lisa EXISTING � N'LY / `� / ^�\� -����- ���� | ' RW70 OD' 80.00 7.00 Cn 1208 \ | _1____l__----��-----'---- 0.J0� | '� | -\� | \ | \ | L-] � _-- --- -�- --� --- �-- -�- --�-�-- ---'80 60 40 20 0 20 40 EXISTING EXISTING` N'LY '����_M/\ SLy � �� / `�w RW7G OO' 62.00' RW 3.17 120| -- ^ /-/ \ / | | \ | | \ | | � _�_. _� 1204 8 L_] __� / _�_� __� / _�_� ___ _^__ __� ___ ___ 12O4 --- --- --- --- \�� 80 UO 40 20 O 20 40 [-|--1 --- / [--' / T- - / \ | \ 1208 |- --- | [--- -1-' [--- �-|--� -�- |-- -f- --� --- �-- -|-� | | |__| 1204 �_ �--- \ \ ) \ | l --- 8O OO 40 20 -[- | |--] / | /2LO 012 LJ 0 20 40 EXISTING EXISTING S'LY N'LY 7-� �� [l(l RW RW co / / / LJLJ ��OO' co � --- -1 F- --� --- F-- -T- --\ ( | | / / / / / / . . `�/ �7 \ | | | \ | -1 1208 1208 [- --1 --- [-- | / -}--P, j -' -|-- _�-j| \ / | / / | ) | � `\ � _--\L��--/ 12O4 �_|__� /--- -/-' --� �-- -^-- "��- -~-- --- --- 12O4 --- --- /-^ 80 00 40 20 `(�-' D 20 \3/ ~~,u ou STREET IMPROVEMENTS /��� CONSTRUCT 8" PCC CURB AND GUTTER, TYPE A2-8 PER CITY OF ~~� RANCHO CUCAWONQA STANDARD PLAN NO. 104 QCONSTRUCT 8" PCC CURB ONLY,TYPE A1-8 PER CITY OF RANCHO CUACAMONGA STANDARD PLAN NO. 104 PLACE 8" AC PAVEMENT OVER 10" CLASS 2 AGGREGATE BASE ~~~ (FINAL PAVEMENT STRUCTURAL SECTION PER APPROVED SOILS ECOMMENDATION\. SEE CITY GENERAL NOTES 9 8c 10' LATEST EDITION. FINISH COURSE OF 0.13` ARHW SAVVCUT AND REMOVE EXISTING AC PAVING REMOVE EXISTING PCC CURB AND GUTTER CONSTRUCT LOCAL DEPRESSION, CASE °A"` PER CITY OF RANCHO ~~-^ CUCAMONGA STANDARD PLAN NO. 307 CONSTRUCT 4" PCC SIDEWALK PER CITY OF RANCHO CUCAMQNGA STANDARD PLAN NO. 114 /VV=G` WHEN CURB ADJACENT) INSTALL 16`DOO LUMEN HPSV STREET LIGHT BY SOUTHERN \�J ~~~ CALIFORNIA ED|BON' PAID FOR AND COORDINATED BY DEVELOPER Underground Service Alert ORE TEMPORARY BENCHMARK - CITY OF CONSTRUCT CURBSIDE DRAIN OUTLET -LOW CAPACITY PER CITY OF Call: TOLL FREE RANCHO CUCAMONGA RANCHO CUCAMONGA STANDARD PLAN NO. 107-A. 1 " IRON PIPE IN AC PAVEMENT AT THE 1-800 CENTERLINE INTERSECTION OF FOOTHILL 227-2600 BOULEVARD AND ROCHESTER AVENUE TWO WORKING DAYS BEFOR& YOU DIG ELEVATION: 1207.36 (ft) 77+50 62.00 47.50 1' EXISTING EXISTING S'LY N'LY ���� ���l R� RVV - --- --- -F-- --1 --� ---|--- -�-� --� | l| / / / ~' / ' ' ~�/ j\ | { \ \ __ __| 1208 12D8--[ ---|--- -[-- --� | / �—j ---�----(2-81%)\ | --------- ��-4- 1—! -- / . i- -- 4 � � | \ | | | � ) | | -L-�--��� 1204 L_] __� / _�_. __� / _�_. � _� 13D4 --- --- --- --- /��-~/ O 2O /r�` / 0O 80 MO 00 /�� 40 20 \�/ \�~r~`"\!2/- --F ---\--- l-- --� ---|� ( \ | ) / | / / / \�/ 1208 --� --- -[—� � ,/6) � | \ |4 --| -|---� ---i--- -1-- \ | |4 3 | \ \ \ | | |\ i 1204 --� -�--|--- -F-- --� ---\--- -|-- \+�~� -t-- --� ---� ' | | | ) | | |~~ | | | | [__ 80 60 40 20 0 20 EXISTING N'LY R' at'llmll 72.00' ----' INSTALL STREET TREE PER LEGEND AND NOTES ON SHEET 1 ~= RELOCATE POWER POLE BY SOUTHERN CALIFORNIA ED|S0N| PAID FOR AND COORDINATED BY DEVELOPER x�� PLACE 8" PCC PAVEMENT BUS BAY LANE PER CITY OF RANCHO ~~~ CUCAWONQA STANDARD PLAN NO. 118 /�� CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY OF RANCHO `�~ CUCAMDNGA STANDARD PLAN NO. 101` TYPE "C"; "VV" PER PLAN 0RELOCATE STREET LIGHT, BY SOUTHERN CALIFORNIA ED|SON, PAID FOR AND COORDINATED BY DEVELOPER 0 RELOCATE UTILITY APPURTENANCE PER AGENCY DIRECTION W�/ ��` PROTECT IN PLACE �� CONSTRUCT SINGLE ACCESS RAMP PER CITY OF RANCHO `-� CUCAWONGA STANDARD PLAN NO. 102 CONSTRUCT CURB RAMP /CASE B' TYPE 1\ PER STANDARD PLAN NO. 111-3 OF THE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION U CONSTRUCT L0NG|TUD|NAL GUTTER PER C\TY DF RANCHD CUCAMONGA STANDARD DRAWING NO. 108-A UNOTUBED � 7.00' _- [- --1 --1 --- [--' -T- --�| i � || | � o | | ) | � | / � / 1208 --� \92a - __�"|--1- �l| `-~ 1204 �- --� --- �-- --� --- F--' -f- --� --- --�`c�-' [--' -T- --1 C|||| l � � _� --�� -� -�| 80 60 40 20 0 20 EXISTING N'LY 80+00R1W 73OO` � � nn' 10.92' 62.00' 47.00' EXISTING 7300' S[LY 6200' EXISTING S`LY RW 10.00` EXISTING � CITY DESCRIPTION OF REVISION APPROVED, 982 N'LY RW/ + 7.18' �u STREET IMPROVEMENT PLAN 7�OO PARCEL MAP NO. 17818 �� / WW �7O��[lfl - ��0O ' S`LY RW` -1 ��- �| 1208 -1 / / | �— -1 - 2.00 9.14' [-- / ---|--- / -F-- \ --[ ---( � __� -|� | � | ' | ` | 12D8 |-� ' -T- / | 1208 |-' ---\--- -7-- --[ ---�--- °'' | | \ ' \ \ �� ~"| � \ --| 1208 / i-- ------ ---| 1208 �-- / ----'-_ ------ --� ---|--- - -�-� [-� ' y�-�� ='� --�l 40 | --| | 1204 F-� / \ ---|--- ' \ -�-� ' | --� --- ' \ | |--- -|-- �L. / `�/ ) \ -�-- --� --- --- � \~�' [ | _=�� 1204 / / LLl_i . _ . _L . _1 —1— � _— _-~�^ —I— i _-\ _| �H | 80 60 --- l |--- 2 \ --� --- 0 20 40 60 80 INSTALL STREET TREE PER LEGEND AND NOTES ON SHEET 1 ~= RELOCATE POWER POLE BY SOUTHERN CALIFORNIA ED|S0N| PAID FOR AND COORDINATED BY DEVELOPER x�� PLACE 8" PCC PAVEMENT BUS BAY LANE PER CITY OF RANCHO ~~~ CUCAWONQA STANDARD PLAN NO. 118 /�� CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY OF RANCHO `�~ CUCAMDNGA STANDARD PLAN NO. 101` TYPE "C"; "VV" PER PLAN 0RELOCATE STREET LIGHT, BY SOUTHERN CALIFORNIA ED|SON, PAID FOR AND COORDINATED BY DEVELOPER 0 RELOCATE UTILITY APPURTENANCE PER AGENCY DIRECTION W�/ ��` PROTECT IN PLACE �� CONSTRUCT SINGLE ACCESS RAMP PER CITY OF RANCHO `-� CUCAWONGA STANDARD PLAN NO. 102 CONSTRUCT CURB RAMP /CASE B' TYPE 1\ PER STANDARD PLAN NO. 111-3 OF THE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION U CONSTRUCT L0NG|TUD|NAL GUTTER PER C\TY DF RANCHD CUCAMONGA STANDARD DRAWING NO. 108-A UNOTUBED � 7.00' _- [- --1 --1 --- [--' -T- --�| i � || | � o | | ) | � | / � / 1208 --� \92a - __�"|--1- �l| `-~ 1204 �- --� --- �-- --� --- F--' -f- --� --- --�`c�-' [--' -T- --1 C|||| l � � _� --�� -� -�| 80 60 40 20 0 20 EXISTING N'LY 80+00R1W 73OO` � � nn' 10.92' 62.00' 47.00' EXISTING 7300' S[LY 6200' EXISTING S`LY RW 10.00` EXISTING � CITY DESCRIPTION OF REVISION APPROVED, 982 N'LY RW/ + 7.18' �u STREET IMPROVEMENT PLAN 7�OO PARCEL MAP NO. 17818 �� / WW �7O��[lfl - ��0O ' S`LY RW` -1 ��- �| 1208 -1 / / | �— -1 - 2.00 9.14' -l-' ' 53779 | \ | `~' J � -�-' --\ / | 12D8 |-� [--- | -T- / -r-� | --- | ' [--- / -T- / --- _-- ' | ' °'' | | \ ' | \ �� ~"| � --� | 1208 �-- / ----'-_ -T- --- --------� [-� ' |_�---�12O8 -T- ' 40 2o 3 ��'---�-� 0 20 40 60 80 ���80 �L. / \ |--- | -1-- --- |--- . -1-- . ----- --1 --- . ��-- �--- l '�� c��/ y�2\_� --- ����- \ -1-� / | --1 / / | 1204 �-- . | -f-� --- l |--- \ -f-� \ --� --- l �-- --- ��� -1-- --1 ---4 | -=f�� 3 �-O 2) | / \ ��1 |2O4 - -` 80 60 40 20 0 20 40 60 80 INSTALL STREET TREE PER LEGEND AND NOTES ON SHEET 1 ~= RELOCATE POWER POLE BY SOUTHERN CALIFORNIA ED|S0N| PAID FOR AND COORDINATED BY DEVELOPER x�� PLACE 8" PCC PAVEMENT BUS BAY LANE PER CITY OF RANCHO ~~~ CUCAWONQA STANDARD PLAN NO. 118 /�� CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY OF RANCHO `�~ CUCAMDNGA STANDARD PLAN NO. 101` TYPE "C"; "VV" PER PLAN 0RELOCATE STREET LIGHT, BY SOUTHERN CALIFORNIA ED|SON, PAID FOR AND COORDINATED BY DEVELOPER 0 RELOCATE UTILITY APPURTENANCE PER AGENCY DIRECTION W�/ ��` PROTECT IN PLACE �� CONSTRUCT SINGLE ACCESS RAMP PER CITY OF RANCHO `-� CUCAWONGA STANDARD PLAN NO. 102 CONSTRUCT CURB RAMP /CASE B' TYPE 1\ PER STANDARD PLAN NO. 111-3 OF THE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION U CONSTRUCT L0NG|TUD|NAL GUTTER PER C\TY DF RANCHD CUCAMONGA STANDARD DRAWING NO. 108-A UNOTUBED � 7.00' _- [- --1 --1 --- [--' -T- --�| i � || | � o | | ) | � | / � / 1208 --� \92a - __�"|--1- �l| `-~ 1204 �- --� --- �-- --� --- F--' -f- --� --- --�`c�-' [--' -T- --1 C|||| l � � _� --�� -� -�| 80 60 40 20 0 20 EXISTING N'LY 80+00R1W 73OO` � � nn' 10.92' 62.00' 47.00' S'LY Ile� Uj LU --{ ~ [-- -[-[ ---|--- -[-- --[ � | \ � |i � �� | | ' ' / / / ' ' ' ��L- |__ \ |�__ �_L __F12OM 1200 |-� ---|--- l-- --| / ----�----- -------- - \ --� \ | -U r-~--| �__L -�--� |-- ---\--- ~�~� ` ` . . '�`'�~' 1204 1�T+ f4—\ L ' _\ _| | —1— —180 60 40 20 O 20 40 80 80 N'LY RW EXISTING 7300' S[LY 6200' EXISTING S`LY RW 10.00` � CITY DESCRIPTION OF REVISION APPROVED, 982 � bi Uj + 7.18' �u STREET IMPROVEMENT PLAN co PARCEL MAP NO. 17818 0"'ROSS SECTIONS STA 75+50 TO, STA 81 +00 jis -1 ��- �| 1208 -1 / / | �— -1 - | | 1204 / T-� --- �--- � ' ' -l-' ' --- --� \ ' � | \ | `~' J � -�-' --\ / | 12D8 |-� | 1-� ---|--- 40 RO WU S'LY Ile� Uj LU --{ ~ [-- -[-[ ---|--- -[-- --[ � | \ � |i � �� | | ' ' / / / ' ' ' ��L- |__ \ |�__ �_L __F12OM 1200 |-� ---|--- l-- --| / ----�----- -------- - \ --� \ | -U r-~--| �__L -�--� |-- ---\--- ~�~� ` ` . . '�`'�~' 1204 1�T+ f4—\ L ' _\ _| | —1— —180 60 40 20 O 20 40 80 80 N'LY RW 7300' g / ��V <�Q�l�_��/\ 6200' EXISTING S`LY RW 10.00` CITY DESCRIPTION OF REVISION APPROVED, 982 OF RANCHO CUCAMONGA---' + 7.18' �u STREET IMPROVEMENT PLAN PARCEL MAP NO. 17818 0"'ROSS SECTIONS STA 75+50 TO, STA 81 +00 jis Ld DAT R.C.E. 42156 DESIGN E.M. RECOMMENDED Associated Engineer q il 6� !i [-� ' / T-� --- �--- � ' ' -l-' ' --- --� \ ' � | \ | `~' J � -�-' --\ / | 12D8 |-� | 1-� ---|--- | T-- \ --� V 696 DATE: Ak�ST 2007 FILE No.: 05-14 --| 1208 } |-- ---|--- -L�� --� ---|--- -�- -� | ) _|___�=� 12O4 --� 1�� ��--/---�-�--/---� 60 40 2o 3 ��'---�-� 0 20 40 60 80 ���80 EXISTING EXISTING N'LY 81+00 S'LY. Ryy ^ 8�OO' RW 1000 73OO ' + co �--- ---49.97 --1 [-- ---|--- l-- --[ | \ � | | ' / / / . . . ) | --} 1208 1208 [-- f -f- ---|--- -[-- --[ --- -7-- --� \ / --- �~ | -�-- | | | — --L --1 |-- �-L --- \ --- -A-=~c�l- --- \ --- -|-- --� | --- � | / 1204| ~3 _L | 12D4 80 MO 40 20 D 20 4O 60 UU XSECTION SCALE: HORIZONTAL, V-20' VERTICAL- 1 =5 Y PROJECT SMEET # �qqm CITY DESCRIPTION OF REVISION APPROVED, CITY OF RANCHO CUCAMONGA---' STREET IMPROVEMENT PLAN PARCEL MAP NO. 17818 0"'ROSS SECTIONS STA 75+50 TO, STA 81 +00 jis DAT R.C.E. 42156 DESIGN E.M. RECOMMENDED Associated Engineer q il 6� !i 1 E. SHELBY STREET ONTARIO, CALIFORNIA 91764'i Voice: (909) 980-1982 Fax: (909) 941-0891 SHEET DRAWN V 696 DATE: Ak�ST 2007 FILE No.: 05-14 PROJECT SMEET # �qqm EXISTING FTI a T_ < w 81+50 I I 1208+- EXISTING SLY 2.67' N'LY Rw 4.00' , 73.Qo b) 0 o / a � I A - 62.oQ I+111-, RW 10.00' '9 3 Og°/a +-4 1204 L 1 Li I I- 3.00' 8.73'-' 80 58.00' 60 40 20 0 20 0 20 , < w 80 RECOMMENDATION). SEE CITY GENERAL NOTES 9 & 10, LATEST 17.28' 1204 80 -I2L -- 1204 3 60 80 20 0 20 SAWCUT AND REMOVE EXISTING AC PAVING 15 RELOCATE UTILITY APPURTENANCE PER AGENCY DIRECTION 5 U 2.14 PROTECT IN PLACE 4.00' ® � bi 17 CONSTRUCT SINGLE ACCESS RAMP PER CITY OF RANCHO STANDARD PLAN NO. 102 1208 CUCAMONGA STANDARD PLAN NO. 307 sj CUCAMONGA (7 CONSTRUCT 4" PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA Q CONSTRUCT CURB RAMP (CASE B, TYPE 1) PER STANDARD PLAN NO. 111-3 OF THE STANDARD PLANS FOR PUBLIC WORKS `-` ' ENT STANDARD PLAN N0. 114 (W=6 WHEN CURB ADJACENT) � CONSTRUCTION INSTALL 16,000 LUMEN HPSV STREET LIGHT BY SOUTHERN 19 CONSTRUCT LONGITUDINAL GUTTER PER CITY OF RANCHO CALIFORNIA EDISON: PAID FOR AND COORDINATED BY DEVELOPER CUCAMONGA STANDARD DRAWING NO. 106-A 9 CONSTRUCT CURBSIDE DRAIN OUTLET -LOW CAPACITY PER CITY OF 1208 NOT USED RANCHO CUCAMONGA STANDARD PLAN NO. 107-A. (2 80o/o}.,... ._,. � � i T. w M � � � 0 5 8._3g_ 12041- � 1204 �-- - -� ; � � i 20 n 0 1208--�--X3.47% 1204 60 60 40 20 0 20 40 7 --� 1208 w t 0 � 2 +-4 w _ . -lT g.. a ra_ w 1204 I '4 ( 4 ---I- � 4 i 3 1 �. i -�-�- - � 1204 L 80 60 40 20 0 20 40 60 80 EXISTING N'LY RW 73.00' 3,00' , , 9.27' EXISTING S'LY 62.00' RW 10.00' 58.00' EXISTING N'LY R.W 73,00' 16.90' FTI a T_ < w I I I %0 SI I I 1208+- w 2.67' JF - 4.00' ® w En b) 0 o / a � I A - 4 I+111-, 4-1 '9 3 Og°/a +-4 1204 L 1 Li I I- - I I�- 80 80 60 40 20 0 EXISTING N'LY R.W 73,00' 16.90' FTI a T_ < w I I I %0 SI I I 1208 W W 2.67' r a 4.00' ® w En 7 2 0 9 �� __ a o / a � I A - w .._ . w '9 3 Og°/a +-4 -4I 4 ,11 1204 1-- 1 I _L 7 1208 I i--- -i 1_ I 80 CUCAMONGA STANDARD PLAN NO. 101, TYPE "C"; "W" PER PLAN 60 1x2 96.%� .. 20 0 20 QO a 80 RECOMMENDATION). SEE CITY GENERAL NOTES 9 & 10, LATEST G 1204 80 -I2L -- 1204 3 60 80 EXISTING S'LY 82+50 62.00' RW 10.00' 58.00' z 9.31' 16.51' 4.00' w 3.Q0' 1.70' ® Q Q 4,00' W co F FT I _F_ I 42•_..._ _. ...m 1 / p 5 7 - 1208 1208J, .... 5 .. . c' . l 6 a..,., ,.• € r-3 Q4 I- 4 I� ]-LI I 1 __ 3 14 1 1-i- 1204 1204 80 60 40 20 0 20 40 6a 8a EXISTING EXISTING N'LY S'LY RW 73.00' 83+00 62.00' RW 10.00' 9.22' 58.00' -j w 2.75' 6.44' w 4.00' 5.09' ® w 3. 01 12.30 �-- -Cn - � CD 16.10 73.00' 62.oa' I- FTI a T_ _T I I I %0 SI I I 1208 r 1208 r a - 0 0 7 2 0 9 �� __ a o / a � I A - w .._ . w '9 3 Og°/a +-4 -4I 4 ,11 1204 1-- Li I _L __1_ I i--- -i 1_ I 80 CUCAMONGA STANDARD PLAN NO. 101, TYPE "C"; "W" PER PLAN 60 40 20 0 20 EXISTING N'LY RW 73.00' 1661VIIIIN 62.00' 46.72' -T T- I �--�-- � -,-- --�-1208 �r2+-010 Q i �`� 2,00% -�- 13 -1- --I 1204 60 80 RW10.007 w� ®Cn F- FT I T_ _T I -�-, Q,� ��a 5 �T I 1208 r a - �-- -� 1204 60 � A - PLACE 8" PGC PAVEMENT BUS BAY LANE PER CITY OF RANCHO .._ (2.27®7a} '9 1204 20 40 _.....s m ... 4 1204 I -L 5.05°/ 4 CUCAMONGA STANDARD PLAN NO. 101, TYPE "C"; "W" PER PLAN L LL � _ 80 RECOMMENDATION). SEE CITY GENERAL NOTES 9 & 10, LATEST 60 1204 80 60 EDITION. FINISH COURSE OF 0,13' ARHM 40 20 0 20 60.00' MrAlEffiffwal 50.00' m m. I-T� EXISTING N'LY 11 RELOCATE POWER POLE BY SOUTHERN CALIFORNIA EDISON; PAID �T-1-1- - -I 1208 i 79 I 1208 I-- -�- - �-- -� 1204 60 + A - PLACE 8" PGC PAVEMENT BUS BAY LANE PER CITY OF RANCHO 2 CONSTRUCT 8" PCC CURB ONLY, TYPE A1-8 PER CITY OF RANCHO RW 1204 20 40 13 60 1204 I -L � CUCAMONGA STANDARD PLAN NO. 101, TYPE "C"; "W" PER PLAN � � � _ 80 RECOMMENDATION). SEE CITY GENERAL NOTES 9 & 10, LATEST 60 RELOCATE STREET LIGHT, BY SOUTHERN CALIFORNIA EDISON, PAID 40 EDITION. FINISH COURSE OF 0,13' ARHM 20 60.00' 50.00' �C„ 4.00 F- T_ F FT -I- T_ -7 -1- T_ T SO -T -I- TF -7 11 Tt- ___1 )...._ _.. 0 � 5 ' 1208 1208 a. --_Q 1208 i2.69/I 3. �..... , �. 2- 'oa°ia� j44-1 . I 1 1 1i 1204 L - 1 L 1204 I----- �-I- I _1_- ___Z_ I � -L I -I- --�- 4 3 - 1204 80 60 40 20 80 60 40 20 2a 40 6a 8a STREET IMPROVEMENTS 10 INSTALL STREET TREE PER LEGEND AND NOTES ON SHEET 1 Underground ORE 0 TEMPORARY BENCHMARK - CITY OF Call: FREE RANCHO CUCAMONGA 1" IRON PIPE IN AC PAVEMENT AT THE 1-800CENTERLINE INTERSECTION OF 227-2600 BOULEVARD AND ROCHESTER AVENUE • WORKING DAYS U DIG ELEVATION: - 1207.36 (ft) pm Je irw�MLV��II:er • ` +� �11711l1ICri= 7PJH Y • Apr 2008 EXISTING N'LY 11 RELOCATE POWER POLE BY SOUTHERN CALIFORNIA EDISON; PAID + - -I 1208 i 79 I 11208 RANCHO CUCAMONGA STANDARD PLAN N0. 104 - �-- -� 1204 60 80 50.00' �C„ 4.00 F- T_ F FT -I- T_ -7 -1- T_ T SO -T -I- TF -7 11 Tt- ___1 )...._ _.. 0 � 5 ' 1208 1208 a. --_Q 1208 i2.69/I 3. �..... , �. 2- 'oa°ia� j44-1 . I 1 1 1i 1204 L - 1 L 1204 I----- �-I- I _1_- ___Z_ I � -L I -I- --�- 4 3 - 1204 80 60 40 20 80 60 40 20 2a 40 6a 8a STREET IMPROVEMENTS 10 INSTALL STREET TREE PER LEGEND AND NOTES ON SHEET 1 Underground ORE 0 TEMPORARY BENCHMARK - CITY OF Call: FREE RANCHO CUCAMONGA 1" IRON PIPE IN AC PAVEMENT AT THE 1-800CENTERLINE INTERSECTION OF 227-2600 BOULEVARD AND ROCHESTER AVENUE • WORKING DAYS U DIG ELEVATION: - 1207.36 (ft) pm Je irw�MLV��II:er • ` +� �11711l1ICri= 7PJH Y • Apr 2008 EXISTING N'LY 11 RELOCATE POWER POLE BY SOUTHERN CALIFORNIA EDISON; PAID 1 " TYPE A2-8 PER CITY OF CONSTRUCT 8 PCC CURB AND GUTTER, EXISTING S'LY FOR AND COORDINATED BY DEVELOPER 11208 RANCHO CUCAMONGA STANDARD PLAN N0. 104 RW6o.aQ' 60.00'RW 87+00 50.00' 12 PLACE 8" PGC PAVEMENT BUS BAY LANE PER CITY OF RANCHO 2 CONSTRUCT 8" PCC CURB ONLY, TYPE A1-8 PER CITY OF RANCHO RW 1204 20 40 13 60 50.00' �C„ 4.00 F- T_ F FT -I- T_ -7 -1- T_ T SO -T -I- TF -7 11 Tt- ___1 )...._ _.. 0 � 5 ' 1208 1208 a. --_Q 1208 i2.69/I 3. �..... , �. 2- 'oa°ia� j44-1 . I 1 1 1i 1204 L - 1 L 1204 I----- �-I- I _1_- ___Z_ I � -L I -I- --�- 4 3 - 1204 80 60 40 20 80 60 40 20 2a 40 6a 8a STREET IMPROVEMENTS 10 INSTALL STREET TREE PER LEGEND AND NOTES ON SHEET 1 Underground ORE 0 TEMPORARY BENCHMARK - CITY OF Call: FREE RANCHO CUCAMONGA 1" IRON PIPE IN AC PAVEMENT AT THE 1-800CENTERLINE INTERSECTION OF 227-2600 BOULEVARD AND ROCHESTER AVENUE • WORKING DAYS U DIG ELEVATION: - 1207.36 (ft) pm Je irw�MLV��II:er • ` +� �11711l1ICri= 7PJH Y • Apr 2008 _ 12�g. (276%) � � 1208 4 I- -L I L � 1204 p 20 40 80.00' ., _ 50.00' - 1208 I - U T I z0 a .. I- 4 I 4 1204 I-- -1-�- 80 60 40 20 EXISTING N'LY RW ._ ` `._•.„, �� � �" 1208 2 _- 8 e m � ro 177 4...„,... «.,, E _l___ --I- I -I --I 1204 0 20 40 EXISTING 86+00 50.00' Rw 9.15' 3.00' 41116 1208 �Q6. 1.47% _.v + I �f 1208 ° 9 �.23 /a _.....w--- ° _• m w _I7 I ' L� _�_ 1204 L ---I �-- � � 4 1204 60 40 20 3 0 2a 4a EXISTING N'LY 11 RELOCATE POWER POLE BY SOUTHERN CALIFORNIA EDISON; PAID 1 " TYPE A2-8 PER CITY OF CONSTRUCT 8 PCC CURB AND GUTTER, EXISTING S'LY FOR AND COORDINATED BY DEVELOPER EXISTING S'LY RANCHO CUCAMONGA STANDARD PLAN N0. 104 RW6o.aQ' 60.00'RW 87+00 50.00' 12 PLACE 8" PGC PAVEMENT BUS BAY LANE PER CITY OF RANCHO 2 CONSTRUCT 8" PCC CURB ONLY, TYPE A1-8 PER CITY OF RANCHO RW CUCAMONGA STANDARD PLAN NO. 119 GUACAMONGA STANDARD PLAN NO. 104 13 CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY OF RANCHO 3 PLACE 8" AC PAVEMENT OVER 10" CLASS 2 AGGREGATE BASE 1.61' CUCAMONGA STANDARD PLAN NO. 101, TYPE "C"; "W" PER PLAN (FINAL PAVEMENT STRUCTURAL SECTION PER APPROVED SOILS RECOMMENDATION). SEE CITY GENERAL NOTES 9 & 10, LATEST 14 RELOCATE STREET LIGHT, BY SOUTHERN CALIFORNIA EDISON, PAID EDITION. FINISH COURSE OF 0,13' ARHM e� FOR AND COORDINATED BY DEVELOPER 4 SAWCUT AND REMOVE EXISTING AC PAVING 15 RELOCATE UTILITY APPURTENANCE PER AGENCY DIRECTION 5 REMOVE EXISTING PCC CURB AND GUTTER 16 PROTECT IN PLACE �> CONSTRUCT LOCAL DEPRESSION, CASE "A", PER CITY OF RANCHO 17 CONSTRUCT SINGLE ACCESS RAMP PER CITY OF RANCHO STANDARD PLAN NO. 102 1208 CUCAMONGA STANDARD PLAN NO. 307 sj CUCAMONGA (7 CONSTRUCT 4" PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA 18 CONSTRUCT CURB RAMP (CASE B, TYPE 1) PER STANDARD PLAN NO. 111-3 OF THE STANDARD PLANS FOR PUBLIC WORKS `-` ' ENT STANDARD PLAN N0. 114 (W=6 WHEN CURB ADJACENT) � CONSTRUCTION INSTALL 16,000 LUMEN HPSV STREET LIGHT BY SOUTHERN 19 CONSTRUCT LONGITUDINAL GUTTER PER CITY OF RANCHO CALIFORNIA EDISON: PAID FOR AND COORDINATED BY DEVELOPER CUCAMONGA STANDARD DRAWING NO. 106-A 9 CONSTRUCT CURBSIDE DRAIN OUTLET -LOW CAPACITY PER CITY OF 1208 NOT USED RANCHO CUCAMONGA STANDARD PLAN NO. 107-A. (2 80o/o}.,... _ 12�g. (276%) � � 1208 4 I- -L I L � 1204 p 20 40 80.00' ., _ 50.00' - 1208 I - U T I z0 a .. I- 4 I 4 1204 I-- -1-�- 80 60 40 20 EXISTING N'LY RW ._ ` `._•.„, �� � �" 1208 2 _- 8 e m � ro 177 4...„,... «.,, E _l___ --I- I -I --I 1204 0 20 40 EXISTING 86+00 50.00' Rw 9.15' 3.00' 41116 1208 �Q6. 1.47% _.v + I �f 1208 ° 9 �.23 /a _.....w--- ° _• m w _I7 I ' L� _�_ 1204 L ---I �-- � � 4 1204 60 40 20 3 0 2a 4a EXISTING N'LY EXISTING N'LY EXISTING S'LY EXISTING S'LY DESCRIPTION OF REVISION RW6o.aQ' 60.00'RW 87+00 50.00' RW 50.00' RW 9.05 9.08' 1.61' � a 4.43' e� � � 1208 sj �,, 1208 � � + 0 . 77 f _. , ..w..p.., 1.50 /o 16 06. 0 2 1208 (2 80o/o}.,... ._,. � � ® ) � CD -J:-'1- � _I_ e � -�- J� 12041- � 1204 �-- - -� 4 20 n 0 20 1204 60 60 40 20 0 20 40 EXISTING N'LY EXISTING S'LY DESCRIPTION OF REVISION DATE 60.00'RW 87+00 50.00' RW 9.05 � a 4.43' � � 1208 �,, � � -I- � 11208 06. 0 2 (2.50%) L � � � � CD -J:-'1- � _I_ � -�- J� � 1204 1204 60 40 20 n 0 20 40 60 r- 0 c� f v c U CITY OF RANCHO CUCAMONGA a� STREET IMPROVEMENT PLAN XSEC a� 'cn w TI SCALE: PARCEL MAP NO. 17818 HORIZONTAL: 1"=0' I AL:1 a Vn w STA 81+50 TO STA 87+00 APPROVED BY DATE -� 'ENGINEER R.C.E. 4215 CITY, DESIGNRECOMMENDED E.M. Associated Engineer Q_ .91764 0 �.��� • 3311 E. SHELBY STREET ONTARIO, CALIFORNIA w ¢¢ �` "�` • �� m ri DRAWN Voice: (909) 980-1982 Fax: (909) 941-0891 SHEET �, P . �. 5 w ✓ rY M.J.W. 9 OF 14 w CHECKED DRAWING No. RCE No.: 64696 J.D.M.DATE: A ST 2007 FILE No.: 05-141PROJECT SHEET # OF I�- DESCRIPTION OF REVISION DATE CITY APPROVED r- 0 c� f v c U CITY OF RANCHO CUCAMONGA a� STREET IMPROVEMENT PLAN XSEC a� 'cn w TI SCALE: PARCEL MAP NO. 17818 HORIZONTAL: 1"=0' I AL:1 a Vn w STA 81+50 TO STA 87+00 APPROVED BY DATE -� 'ENGINEER R.C.E. 4215 CITY, DESIGNRECOMMENDED E.M. Associated Engineer Q_ .91764 0 �.��� • 3311 E. SHELBY STREET ONTARIO, CALIFORNIA w ¢¢ �` "�` • �� m ri DRAWN Voice: (909) 980-1982 Fax: (909) 941-0891 SHEET �, P . �. 5 w ✓ rY M.J.W. 9 OF 14 w CHECKED DRAWING No. RCE No.: 64696 J.D.M.DATE: A ST 2007 FILE No.: 05-141PROJECT SHEET # OF I�-