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HomeMy WebLinkAbout1681 , GENERAL NOTES: 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLANS, THE CITY 1 OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE SCALE: 1" 250' TO THESE STANDARDS AND SPECIFICATIONS AND APPLICABLE SUPPLEMENTS. 27 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER o POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC . SHOWN OR NOT SEE SI4EET 6 SEE SHEET 7 SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN 0STORM DRAIN PLAN STORM DRAIN PLANS ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE I REMOVED, RELOCATED, OR PROTECTED IN PLACE AS REQUIRED AT NO DAY CREEK BOULEVARD TR. BNDRY. COST TO THE CITY OF RANCHO CUCAMONGA. -- -- -- 1 --- EES EET 6 s 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE - -s -- - - - - - S.D.- - -- S.D. HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY _ SEE SHEET 5 -S.D.--S.D.--S.D. s.O. D. -- s.D.-S.D. S.D. DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY --- - �s B R R R. IT R. - x S H E 4 B U IS R. F EE IA DR FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN Z 9 17 6 5 4 3 2 1 40 39 3g 3' 36 35 3 33 32 31 3 47 46 45 44 43 42 41' 86 85 8 83 82 81 80 79 7 77 76 75 74 73 72 Q 96 95 g g3 92 9i 9 89 88 8 t2 t25 i2 12312 t21 t2 tt t1 127 128 129 130 131 132 133 134 t35 136 137 t38 139 140 ON THESE PLANS. l z 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA N. Q g - - - ---- --- - ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION ff!581 WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY . m 11 19 0 21 22 2 24 2526 27 28 29 30 AEET � 48 49 50 51 5S2 53 54 5556 5 F58 59 60 6162 63 64 65 66 67 8 69 70 71 O97 98 991001ot10 t0 to to510 10 to iO it it11t t1 tt it 1t tt 15515 153 152 151 150 14914814 146145144 143 142 145. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. _ PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT TR. BNDRY. CONSTRUCTION NOTES FOR STREET TREES' POINTS WITHIN 0 .01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. INDEX MAP PLANS. 6. ALL SEWER WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING,AN AGRONOMIC SOILS MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. SCALE: 1" = 250' REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, AMENDMENTS,AS DETERMINED BY THE CITY INSPECTOR. COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED I & ALL STREET TREE ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE AT NO COST TO THE CITY OF RANCHO CUCAMONGA . A WRITTEN REPORT WITH CONSTRUCTION NOTES QUANTITY ESTIMATES-- ENGINEERING DMSION. - THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER 4. STREET TREES ARE TO BE PLANTED PER PUBUCIMPROVEMENT PLANS ONLY. FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. STREET IMPROVEMENTS STORM DRAIN IMPROVEMENTS: 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED * Oi CONSTRUCT 3" A .C. OVER Oyf'CL . 2 A.B. O TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED - - - - - - - - - - - - - - - - - 79,207 S.F. 31 CONSTRUCT ' C.M.P. 12 GAGE _ - _ _ _ - - - - _ ti� L.F. TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT O2 CONSTRUCT B" W/ 24" GUTTER "A2-8" PER CITY STD. PLAN NO. 104 _ - - - - - - - - _ 520 L.F. 32 CONSTRUCT 4•Z" R.C .P. S.D. ("D" LOAD PER PLAN) _ - - - - - 141 L.F. PAVING. 9. PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL O CONSTRUCT 6" W/ 24" GUTTER "A2-6" PER CITY STD. PLAN NO. 104 - - - - - - - - - - 3,625 L.F. 33 CONSTRUCT 24" R.C.P. S.D. ("D" LOAD PER PLAN) - - - - - - -ZOO L.F. BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINA- O4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. . O TIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND PLAN NO102 & 103 _ - - - - _ _ 8 EA. 34 CONSTRUCT 18" R.C.P. S.D. ("D" LOAD PER PLAN) _ _ _ _ _ - _ L.F. EQUIVALENT OF AGGREGATE BASE . O CONSTRUCT SIDEWALK PER CITY STD. PLAN NO. 103 ("W" PER PLAN) - _ - _ - - - - _ 15,796 S.F. 35 CONSTRUCT M.H. NO. 4 PER CITY STD. PLAN NO. 321 _ _ _ _ _ 1 EA. 10.PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT 6 CONSTRUCT STREET LIGHT 5800 LUMEN H.P.S.V. BY S.C.E ., PAID FOR AND TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR TO CONSTRUCTION O COORDINATED BY THE DEVELOPER THROUGH THE CITY TRAFFIC DIVISION - - - - - - - 25 EA. 36 CONSTRUCT J.S. N0. 2 PER CITY STD. PLAN N0. 331 _ - - - - 3 EA. OF THE STRUCTURAL SECTIONS. O CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 101-A( W-16'02 A$ ?EO 18,576 S.F. O GON5TieUGT 24- CM '/ 59 4.,F11 .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 O8 INSTALL STREET NAME SIGN PER CITY STD. NO. 401-A & 401-B _ _ - - - - - _ - - - 4 EA. ® GaN5J�2UGT 3(v /SGP 5.D_ (rJ LOAD PE.e Pl.4n/�--- -_ 3PjQL f DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A O9 CONSTRUCT CROSS & LONGITUDINAL GUTTER PER CITY STD. PLAN 106-A _ - _ QUALITY BETTER THAN THE NATIVE MATERIAL . - - - _ - - _ 1,704 S.F. F U I E� r1iGh�ANp AVE. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS 10 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STO. PLAN NO. 300 - - - - - - - - - 6 EA. STREET BOTANICAL NAME COMMON NAME SPACING SIZE STERILANT REGISTERED BY THE E .P.A. FOR USE UNDER A.C . AND P.C.C. ("W" PER PLAN) SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED 11 CONSTRUCT LOCAL DEPRESSION CASE "13" PER CITY STD. PLAN NO. 307 - - - - - - _ - _ 6 EA. LAGERSTROEMIA CRAPE MYRTLE SEVERBERRY ST. RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 1 MARGUERITE INDICA FAURIERI HYBRID 20 O.C. 15 Gal. 13.ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE 12 ADJUST MANHOLE RIM COVER TO GRADE - - - - - - - - - - - - - - - - - - - - - - 10 EA. DRIVE CATAWBA PURPLE PROJECT SITE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN 13 ADJUST WATER VALVE COVER TO GRADE 12 EA. ' , LA H DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A - - - - - - - - - - - - - - VICTORIA PARK c� - - - - - - - - BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT FONTAINE RHUS LANCEA AFRICAN SUMAC 20 O.C. 1 Gal. SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE 14 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 134 - - - - - - - - - - - - _ 9 EA. PLACE l I SUGAR CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK . 15 CONSTRUCT ROLLED CURB & GUTTER PER CITY STD. PLAN NO. 105-A - - - - - - - - - - _ 1,464 L.F. „II GUM ST. SUGAR GUM BIIACHYCHITON BOTTLE TREE 25' O.C, 15�Gal. .4 w 14.STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401-A �, �� all � AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION. 16 CONSTRUCT CURB TRANSITION (FROM 8 CF TO 6 CF) - - - - - - - - - - - - - 170 L.F. STREET POP U LN EUS I I m 15.CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM 17 INSTALL BARRICADE PER CITY STD. PLAN N0. 131-A _ - - - - - - - - - - - - - - - 4 EA. II RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED 18 CONSTRUCT 4 A .C. OVER 10' A.B. (MIN.) - - - - - - - - - - - - - - - - - - - - 9,575 S.F. ALOE COURT RHOS LANCEA .AFRICAN SUMAC 20,0-C. 15 Gal, I BASE LINE ROAD DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL . 19 CONSTRUCT 3 A .C. OVER 9 A.B. - - - - - - - - - - - - - - - - - - - - - 4,704 S.F. 3 11 > 16.WORK SITES AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD 20 - _ L AGE R STIR 0 E MIA CRAPE MYRTLE, a EA FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED INSTALL R1 STOP SIGN W/ LIMIT LINE & STOP LEGEND - - - - - - - - - - - - - - . BERTRAND INDICA FAU RIERI HY B RID 2 0, O.C. 15 Gal. l I 10 110 t " UPON REQUEST OF THE INSPECTOR. DRIVE CATAW B A PURPLE ko I oWc z 21 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. PLAN NO. 107-A _ _ _ _ ^ _ _ 2 EA. Ge11 3 17.NATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR (MOD• N O FIELD INLET BOX) TO FILL PLACEMENT . NOTE' CONSTRUCTION TRAFFIC SHALL l I CHURCH STREET NOT USE LOCAL RESIDENTIAL O 18.CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS * NOTE: STREET STRUCTURAL SECTIONS MAY CHANGE. ACTUAL STRUCTURAL SECTION STREETS FOR ACCESS II >_ PRIOR TO EXCAVATION. PHONE NO. 1-800-422-4133 P� PROVIDED FOR YOUR CONVINIENCE ARE THE FOLLOWING: WILL HE DETERMINED IN FIELD UPON COMPLETION OF GRADING. R/W R/W AN A VALLEY PA AT DISTRICT -7 �o E'LY R/W o I ( A . S G BRIEL V LLE MUNICIPAL WATER DIS IC (818) 969 911 W'LY R/W VICTORIA MR . JAMES FREI CL I FOR BASELINE ROAD CONSTRUCTION 30' I 30' 60.7' GL 76.57' I FOOTHILL BLVD. B. GENERAL TELEPHONE COMPANY (800) 483-30001 FOR UNDERGROUND SERVICE 1 12' l0' 13.12' 47.57' 9.5' 51.57' 25' II BY GTY C. SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 0.5' 4' 7.5' 4' 0.5' II lh 1981 W. LUGONIA AVENUE REDLANDS, CA. 92373 0 6i I D. CUCAMONGA COUNATY WATER DISTRICT (909) 987-2591 3 1 0.03• O37 0.37' II 3 � I 9641 SAN BERNARDINO ROAD ` L7L'vEL UHL, X77 A \ 2X LEVEL LNE _ LCL Lw Z7c RANCHO CUCAMONGA. CA. 91730 _ III:N�=111 i `► 7� 7-�- 111111 I I_ I I I II I I I . - -3.7z 111 J l E . METROPOLITAN WATER DISTRICT (909) 593-7474 5 IF 111- III- III_ 1�1 5 III-111- 111_111_ 700 N. MORENO AVENUE LA VERNE, CA . 91750 "A-11","A-2","B" & "C" STS. VICINITY MAP F . SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 GO' R/wNOT TO SCALE 7951 REDWOOD AVENUE DAY CREEK BOULEVARD FONTANA, CA . 92336 TYPICAL SECTION - NTS TYPICAL SECTION - NTS T.I. = 5.0' R = 25 CSEE DAY GREEK BLVD. STREET G. PACIFIC TELEPHONE COMPANY (714) 999-86639 IMPROVEMENT PLANS) /;� MI9EL'�1AEW�L1G�VICTOR(A PAM W. 4 CAY CeEEK lgl S. R/W N. R/W [4 4WED jE0UE5TKIM 7FAIL C,F 0ING CON TOW R5 fir.4 //-L2-0/ R/W R/W GO'/GG' I 170' I GN04A#-166112ALOE COURT TREE TYPE cy-/°2/cb 19.THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT GL I � I � SHALL NOT BE PLACED UNTIL ALL UTILITIES & UTILITY LATERALS WITHIN 30•/33' I 30'/33' M. 22• 60, APDEb (WL-pE-S4C IA10534P/NG TRIrefTN�NTS, 040 ?0 THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS A ASS. 2, 33t4. INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE 12•/11 la'/zr /22 12"/11' 14' GL 14' .4/?D�U 78.555 TO PRKvI/Y. ft'fDOTNOTESHT,5 /"� - D PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE BK PAH WE PAH EQUESTRIAN � 2 THR(Jl �o LI DDED TA'L'E M5 1Z TO.�1 T, t I���919 SATISFACTION OF THE CITY ENGINEER . 0.5 7.5'/6.5' 7.5'/6.5 4' 0.5' 2 F.V.C.F.V.C.RAJLHG PER STD. 20.ON THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT TO THE CURB, DWG. 1010. DESCRIPTION of REVISION THE INSTALLATION OF STREET LIGHTS, STREET SIGNS, AND FIRE HYDRANTS 0.31, 0.31• 5 DATE APPROVED SHALL BE LOCATED BEHIND THE SIDEWALK . 0.22' GROWN GROWN 19 0.20•/0.14• i5 18 15 0.22' '°• 7L LEVEL L! 2.0% LINE CITY of RANCHO CUCAMONGA 1.71.77, l , , PRIVATE ENGINEER ' S NOTICE TO CONTRACTORS nl="' ' _ 1.7% - �. 5 III=III "=1��= 5 ' DRAINAGE SWALE PER 571 STREET IMPROVEMENTS AND GRADING PLAN 5 i 5 3.1 GR.CVR. 15 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES 2 2 18 4• DEconPOSED G1tANTE SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; OVER 12' COMPACTED STORM DRAIN PLANS TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT NATIVE SOL EQUESTRIAN THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE SUGAR GUM STREET NOTES DIRECT MEDIAN SWALES TO TRAIL. TITLE SHEET PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE TYPICAL SECTION - NTS DRAM TO CATCH BASINS. CX6' P.G.G. MOW STRIP DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- FOR EXACT LOCATION OF SIDEWALKS PER LANDSCAPE PLAN. SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT T.1. = 6.0 R = 25 MOW STRES + WIDTHS OF EQUESTRIAN VICTORIA PARK LANE TRACT NO . 15875 -1 SHOWN ON THESE DRAWINGS. LLANDSCA a PLANS.HIN THEPARt(WAY. SEE TYPICAL SECTION - NTS Of THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- T.I. = 9.0 R = 73 APPROVED B Y: DATE IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION Underground Service Alert EXISTING SURVEY MONUMENTATION - S ( t1t'E33�, OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT I HEREBY CERTIFFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD pQ ~: � , H CITY ENGINEER RCE NO 24953 THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; L'A�, �OQAOFESSIOq� AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER THAT COULD BE DISTRUBED BY THIS PROJECT . ALL SAID MONUMENTS WHICH CURRENTLY t�,/ o `\ ��Q �ZLTON Fye DESIGN MADOLE & Assoc s, INC. RE NDED AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, TOLL FREE EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: �' \ 1 y SL OF THE INLAND EMPIRE IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING 1 -800 NONE `ti" (o61y t� C No. 14814 m s CONSULTING CIVIL ENGINEERS _ - - C� �� LAND PLANNERS - LAND SURVEYORS � FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE E*3-.3/- ; Exp: 3-31-01 DRAWN 10601 CHURCH STREET SUITE 107 SHE[v_ 1 N ENGINEER. 226-2700 !, �_ I � � it RANCHO CUCAMONGA, CA 91730 (909)948-1311 �p ori �`1Vit � s SL 9 DATE: s s�7 aj 7'ir, •� f CIVIL ti� OF ' CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT TWO WORKING DAYS BEFORE YOU DIG MADOLE R.C .E . 14814 � � �IFOF CAL�F�Q� CHECKED RCE NO 14814 DRAWING NO . . ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK . -. - - RD ATE S'5_-99 FILE No 16P 1 *P* TH . 70. 15875 ST . 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ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLANS, THE CITY l OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION . CONTRACTOR �7 SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE SCALE: i' = 250' TO THESE STANDARDS AND SPECIFICATIONS AND APPLICABLE SUPPLEMENTS. 2 . ALL PIPELINES OR SUBSTRUCTURES of ANY KIND, TELEPHONE OR POWER (STR.) SEE SHEET NO. 2 (STR.) SEE SHEET NO. 3 STR. SEE SHEET NO. 4 STR. SEE SHEET NO. 5 STR. SEE SHEET NO. 6 POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC . SHOWN OR NOT a S.D. SEE SHEET NO. 7 S.D.) SEE SHEET NO. 8 R.D. SEE SHEET NO. 9 S.D.) SEE SHEET NO. 10 R.D. SEE SHEET NO. 11 SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE BERT RA MARGUERITE BLUE MIST SILVERBERRY FREESIA REMOVED, RELOCATED, OR PROTECTED IN PLACE AS REQUIRED AT NO DRIVE DAY CREEK BOULEVARD -- - DRIVE TR. BNDRY. DRIVE STREET -- 41RIVE COST TO THE CITY OF RANCHO CUCAMONGA . -_+ -- 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE _ - �. + =_____ S o. _. __ ____.___-_- __._-__ -____ _ _ - - - - HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY 5. S.D.-- S.D - S.D. --- S.D.- ------ S.D.- ------ D.-- S.D --- - - -- s.D --- ---S.D.-- - DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY �� _ _- _ - - - - ___ _ .�_ -. _ r_ _- j .-- _ _ _ - _- FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN W 9 6 . 5 4 3 2 1 140 39 38 37136 35 34 33 32 31 3 47 46 45 44 43 42 41' 86 85 8 83 82 81 80 79 8 Q Lxll 1 2 3 4 5' 6 7 8 9 t 0 1 1 '2 13 14 15 16 17 181 19 20 21 22 23 24; 25 26' 27 28 29 30 31 321 33 ON THESE PLANS . Z i J a ►� z 4 . A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA J 10 - -- - - ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION N - WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY . m 11 t2 13 14 t5 t6 t7 i8 T N 8 1 0. t 9 20 21 22 23 24 25 26 27 28 29 30 48 49 50 51 52 53 54 55 56 5 58 59 6 61 62 63 64 65 66 67 68169 70 71 72 71 70 69 68 67 66 65 64 6 6 61 60 5 5 5 56 5 5 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 y` 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. - - - - - - - PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT TR. BNDRY. n7 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 . INDEX_ MAP � NOTE: STREET STRUCTURAL SECTION MAY CHANGE . ACTUAL STRUCTURAL SECTION 6 . ALL SEWER , WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, WILL BE DETERMINED IN THE FIELD UPON COMPLETION OF GRADING . MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING . SCALE: 1" = 250' SPECIAL NOTE: BASELINE STREET IMPROVEMENTS ARE REQUIRED 7 . COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, C O N S T R U C T I O N N O T E S & Q U A N T T T Y E S T T M A T E S TO BE INSTALLED ACROSS THE PROJECT FRONTAGE COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED ____. __--. -.__ ____ ___- IN ACCORDANCE WITH TRACT 15875 CONDITIONS OF AT NO COST TO THE CITY OF RANCHO CUCAMONGA . A WRITTEN REPORT WITH I NOTE: SEE SHEET N0. 9 FOR STORM DRAIN _ APPROVAL. THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER STREET IMPROVEMENTS CONSTRUCTION NOTES & QUANTITY ESTIMATE FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. O1 CONSTRUCT G MIN,A.C. OVER _11" CL . 2 A .B. _ - - W'LY R/W E'LY R/W - - - - - - - - - - - - - - - - - 248, 430 S.F. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED OCONSTRUCT 8" W/ 24" GUTTER "A2-8 I 1 TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED 2 " PER CITY STD. PLAN N0. 104 _ - - - - - - - - - 3, 964 L•F. 60.69' GL 76.57' TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT 3 CONSTRUCT 6" CURB ONLY "Ai-6" PER CITY STD . PLAN NO. 104 PAVING . _ - - - - - - - - - - L.F. 9.12' 51.57' 51.57' 25' 1 4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PLAN N0. 102 103 _ BY GTY A s* s* NOTE: SEE LANDSCAPE ACHITECT'S PLANS FOR 9 . PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL O - - - - - - 24 � EA. 9.5' PARKWAY IMPROVEMENTS. BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINA- © 5 CONSTRUCT SIDEWALK PER CITY STD. PLAN NO. 103 ( W PER PLAN) + X TIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND O - - - - - - - - - 4rv, 373 S.F. 2A W EQUIVALENT OF AGGREGATE BASE . O SES LANOLSG�IPE MANS) DWG. 1ro82-L FOR CON3TRU077ON VETR(L5 3 o 037, 111 w 4 3, 037, - - - - - - _ VAR. VAR 6 CONSTRUCT STREET LIGHT 5800 LUMEN H .P . S . V . BY S . C . E . , PAID FOR AND 30 EA. < 5% COORDINATED BY THE DEVELOPER THROUGH THE CITY TRAFFIC DIVISION 10 .PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT µAX. TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR TO CONSTRUCTION O _ - - - - - - - - - - - 27. LEVEL LINE -� 1 LEVEL LINE OF THE STRUCTURAL SECTIONS . B INSTALL STREET NAME SIGN PER CITY STD. NO . 401-A 6 401-B 8 EA. C1 7 ) I 17� _ _- _- II 11 .WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS O9 CONSTRUCT CROSS 6 LONGITUDINAL GUTTER PER CITY STD. PLAN 106-A - - - - - - - - - 1, 149 S.F. /\I "T -- - 1 .7 -_-- III 5 OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING IBJ III-III- 1 17 ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR 10 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN N0 . 300 _ - - - - - - - - - 7 EA. 2 DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A ("W" PER PLAN) QUALITY BETTER THAN THE NATIVE MATERIAL . IN 11 CONSTRUCT LOCAL DEPRESSION CASE "A" PER CITY STD. PLAN NO. 307 _ - - - - - - - - 7 EA LEFT TURN SECTION 0 OAK CREEK COURT 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS O ADJUST MANHOLE RIM COVER TO GRADE DAY CREEK BOULEVARD STERILANT REGISTERED BY THE E .P .A . FOR USE UNDER A .C . AND P .C .C . 16 EA 12 - - - - - - - - - - - - - - - - - - - - - - . SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER 'S RECOMMENDED TYPICAL SECTION - NTS RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING . 13 ADJUST WATER VALVE COVER TO GRADE _ - - - - - - - - - - - - - - - - - - - - - 16 EA. Q O REMOVE EXIST . BARRICADE 1 EA. 13.ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE 1 NCtE F.�i.KY�rW UTItCjIM �NW%1S Wald - - - - - - - - - - - - - - - - - - - - - - - - - _ Fu Fa\ nitj :,r:' AVE CONVENIENCE OF THE DEVELOPER . THE CONTRACTOR SHALL MAKE HIS OWN �N6 CAI•IStRUC�ION OF �16s\SIDESIDG'W1�1.1L DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A IMfF04CMENTS c,*ID,LL 811 � �'\� 15 INSTALL FIRE HYDRANT MARKER PER CITY STD . PLAN NO . 134 - - - - - - - - - - - - - 7 L F E'LY R/W BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT fit, G�'�• W'LY R/W SLVERBERRY ST. SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE 16 CONSTRUCT CURB TRANSITION (FROM 8" CF TO 6" CF) - - - - - - - - - - - - - - - 445 L.F. I GL CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK . 17 CONSTRUCT 8" CURB ONLY "Ai-8" PER CITY STD. PLAN N0. 104 72'5 77-56' PROJECT SITE - - - - - - - - - - - 8, 945 L.F. I VICTORIA PARK L'� Nc� 14 .STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401-A 13.12' 59.38' 52.56' / 61.19' 25'/16.37' 18 CONSTRUCT 8' P .C .0 CONC . WITH WIRE MESH, 6' SQ. , 10 GA . ON ** AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION . - - - - - - - - - - - S.F. BY CITY A 6" CLASS I I A .B. 9.5' I I Q SUGAR GUM ST. 15.CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM O + I > RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED 19 INSTALL BARRICADE PER CITY STD. PLAN N0 . 131-A - - - - - - - - - - - - - - - - 4 EA. W 8.6 4' a I DURING CONSTRUCTION . UPON REQUEST, THE REQUIRED PLAN REVISIONS IMORdYEMtllt'1� I�RVwG•IN• �����' 20 INSTALL R1 STOP SIGN W/ LIMIT LINE & STOP LEGEND 0.37' 3 O W 0-37' VAR. VAR SII m SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL . - - - - - - - - - - - - - - - - 7 EA. 16.WORK SITES AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD 21 SAWCUT AND REMOVE EXIST . AC PAVEMENT AND CONST . MEDIAN ISLAND - - - - - - - - - - 4, 880 S.F. 27 LEVEL LINE 1.77 �X 1 LEVEL LINE I I BASE LW ROAD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION . SITE SHALL. BE CLEANED u. x 1 (�OITRUGt CJ�iRVILINtAp61l7Ewauc vtaISM.pW4, ItLAi�lti 1o3,W.�' III 2� UPON REQUEST OF THE INSPECTOR. 4 O E'LY R/W1/ - W'LY R/W �1 yr 17 .NATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR Q 1 IBJ III-III= O 17 IfI=III_ O X11 u a TO FILL PLACEMENT . 15e�1 �,kIDSCAPE 60.7' / 63.57' CL 76.57' i 2 SII CONTRACTOR SHALL VERIFY ELEVATIONS OF EXISTING `SII 1B.CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYSv EDGE OF PAVEMENT PRIOR TO BEGINNING CONSTRUCTION LEFT TURN SECTION 0 BASE LINE ROAD W PRIOR TO EXCAVATION. PHONE NO. 1-800-422-4133 tXK\ING}r►D I 13.12' / 12' 47.57' / 51.57' 1 51.57' 25' TO CONFIRM 1.7 % CROSSFALL ON NEW PAVEMENT AND it CHURCH STREET '1y�1t Z' BY CITY A ** MAINTAIN REQUIRED 8" MEDIAN CURB FACE AND MEDIAN DAY CREEK BOULEVARD PROVIDED FOR YOUR CONVINIENCE ARE THE FOLLOWING: r q5• ISLAND CROSSFALLS. I a �P{ t'1At11. + U) TYPICAL SECTION - NTS I n A . SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 AM t/ S. 3' w VAR. VAR oll FF�� MR. JAMES FREI 0 MIK• 0.37' 3 10 0.37' FOR BASELINE ROAD CONSTRUCTION Z}' 9 c 7' 7' E'LY R/W VP p I uo z 1 W'LY R/W 11 VICTORIA B. GENERAL TELEPHONE COMPANY (800) 483-3000 a 1 1 I FOOTHILL BLVD. FOR UNDERGROUND SERVICE 27 LEVEL LINE LE EL LEVEL LINE 2� 60.69' / 63.57' GL 76.57' C 1.77. _ III=III ill=III 1.77. 1 I C . SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 1981 W. LUGONIA AVENUE `j 1'\ - - - - 1.77. ----- 9.12' / 12' 51.57' 1 51.57' 25' REDLANDS, CA . 92373 J III=III= I11=III_ 5 BY UTY A I D. CUCAMONGA COUNATY WATER DISTRICT (909) 987-2591 i 17 2 + 1.-: 9.5' I 9641 SAN BERNARDINO ROAD W 3' 4' VAR RANCHO CUCAMONGA, CA . 91730II NORTH OF OAK CREEK COURT TO STA. 51 +76.83 O 37' 3 0 4J 0.37' VAR. E . METROPOLITAN WATER DISTRICT (909) 593-7474 �j 1��A1� DAVGRlx1� beuLL'VAWO DAY CREEK BOULEVARD 700 N . MORENO AVENUE -1514Z 57 1 / LA VERNE, CA . 91750 qi A. 13 \0 Sb�o1 TYPICAL SECTION - NTS 27 LEVEL LME o 77. _-- LEVEL LME 2z T.1. = 9.0 R = 25 E'LY R/W � _ uI . - 1.77 F . SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 W'LY R/W l/�;1 _ _ - -___ - - - t III - -- - _ -� 111 VICINITY MAP 7951 REDWOOD AVENUE 5 _ NOT TO SCALE FONTANA, CA . 92336 60.69' GL 76.57' 1 ��� III III i 17 II2 G. PACIFIC TELEPHONE COMPANY (714) 999-86639 9.12' 51.57' I 51.57' 25' LEFT TURN LANE ® SUGAR GUM ST., VICTORIA BY CITY A ** � � �pt�1kE� PARK LN. ac SILVERBERRY ST. IA�ON �E / G .VED/�. RE�IK DD / �-LY•0 9.5' DAY CREEK BOULEVARD ��ae DRc ?_061-� � tm2-o�¢ts ' 7-22.03 19 .THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT + �i _ SHALL NOT BE PLACED UNTIL ALL UTILITIES 6 UTILITY LATERALS WITHIN � TYPICAL SECTION - NTS Q 51DEWALKALONG 13AYCRCEKAM��UAN iTIG3�g.EMEW p-tZ-0 THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS v 0 W VAR. VAR 0.37' - _---- -- - - - --- -- - INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE Q 0.37' a F 7. 7 - ---- -- - PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE 1 � _ f r, `'• 6 W'LY R/W SATISFACTION OF THE CITY ENGINEER . Q / 1 E'LY R/W 1 AbD"sIGtWAtril TbWE5t51t7f; t1.G.b. S,It, I,L,es,V ro.}Ap LEVEL LME -_ - -� � �K 27. LEVEL LME _ _ r� 20 .ON THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT TO THE CURB, C1 - _ _ _ III_III I - _1.77 60-7 GL 76.57' 1 LJ L S �, F� 1 P T ION Q f REVISION THE INSTALLATION OF STREET LIGHTS, STREET SIGNS, AND FIRE HYDRANTSI III- -- III DATE APPROVED SHALL BE LOCATED BEHIND THE SIDEWALK . I . {'f� - - _ - - 177 1 17 � I A ** CITY o f RANCHO CUCAMONGA �� III-III= 5 12' 51.57' TO 53.81' 51.57' TO 59.74' 25' 2 BY CITY PRIVATE ENGINEER ' S NOTICE TO CONTRACTORS STA. 15+82.35 TO BEGINNING OF OAK SAWCUT + REMOVE EXI5T. O' TO 29.53" x CREEK COURT LEFT TURN LANE ISLAND PAVMNT. CONST. MEDIAN BY UTY + Ok TRACT NO _ 15875- 1 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES � NSTALL 2' CONDUIT W/ #5 PBOXS A A � ki VAR. VAR SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; DAY CREEK BOULEVARD LTJ FROM BASE LM0.37' E TO HIGHLAND AVE. 0.37' 0 z STREET IMPROVEMENTS AND FOR TRAFFIC SIGNAL. INTERCONNECT. .{ TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT TYPICAL SECTION - NTS 1'77 2 12 STORM DRAIN PLANS THOSE SHOWN ON THESE PLANS . THE CONTRACTOR IS REQUIRED TO TAKE DUE LEVEL PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE T.1. = 9.0 R = 25 27 LEVEL LINE LEVEL LINE DRAWINGS . THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- 9.T - DAY CRFFK BOULEVARD SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT /l;r - -_- - - SHOWN ON THESE DRAWINGS. 11x 1 �T - - 177 �I!_Irli, 5 TITLE SHEET - III-III- n THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- Underground Service Alert EXISTING SURVEY MONUMENTA T I ON 1 17 1 �I APPROVED B Y. D A T E: ,-, �d ` IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION g OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT I HEREBY CERTIFFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD 2 QA4FESSIO,yq CITY ENG I NEER .mac_ , I r (� RCE No 24953 THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; CALL THAT COULD BE DISTRUBED BY THIS PROJECT . ALL SAID MONUMENTS WHICH CURRENTLY STA. 51 +76.83 TO STA. 57+42.57 QFO �ZLTon, �F AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER ��, qty y� DESIGN MADOLE 6 ASSOCIATES, INC. RECOMMENDED TOLL FREE EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: DAY CREEK BOULEVARD y OF THE INLAND EMPIRE AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, $ m S� "f.4 2' I.P. TAGGED 'L.S. 3419' WEST 1/16 ,y, Q r m CONSULTINs CIVIL ENGINEERS IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING 1 -800 CORNER. SEG. 32. T.1 N., R.6 W. TYPICAL SECTION - NTS 9 : No . 14814 m LAND PLANNERS - LAND SURVEYORS - w FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THEDRAWN 10601 CHURCH STREET SUITE 107 SHEET N ENGINEER . 227-2600 T.1. = 9.0 R = 25 Exp: 3-31-01 RANCHO CUCAMONGA. CA 91730 ' >F w DATE. 7-1g-� ),nIVI {t 3 - �-- -- �M� l./ L '� ' SL (909)948-1311 I CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT TWO 1PORKING DAYS BEFORE YOU DIG r� . MADOE E R . C .E . 14814 s rFOF CAt1E�Q� CHECKED RCE NO 19814 DRAWING NU . N ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK . --- GH TE ?=Z-_` 4- FILE No L681 z *Px DAY C7K./F3ASE_LINE IMP. i11LE SW . - 00, /201PF: 1261 10921 06 jut-99 01. 53 PM / 126- 1261 -1 PROJECT SHT . NO . I OF DWG. DATE r lOio- E/I�/OIOIOiO O;&!0 ., .--« ...... •... .., N ,.,.,,.,. - ..... � ,.,, ,.. ,.__ -, ,. , .,..�., .,>«,... ,. ., r ,._ , , , �• .. 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I Z`r i zi-moi O UD o � R1 ._,. , <,. ...�, ..�.,.. ,.-..,.•.,�.,v,....;b.,,..� �► h ^' O m cp � < ,�,.d,> ,,�d; „,��.,..-...a.,..�-. �..,-.,:.. «,-. .M.. -q, «,....- .... -. a., +,:�.,:_ -,.,-i„Ea...,, _ ..a„,i�„-�,-«+,n•.o-„_...p- n .., -., *4,.:�., .�_W.a.rt ,a.+„ t.; v:.. �.. .,.-„Y� .. , J.N. 126-1261 NOTES 1 ENTRY SIGN "RANCHO CUCAMONGA"LETTERS TO BE 12" HIGH GOLD INLAYED, TIMES NEW ROMAN PRISMATIC COPY. LOGO TO BE 12" HIGH 11 13 BRASS. 12 CITY LOGO12 0 12 SHOP DRAWINGS AND SAMPLES FOR LETTERS AND LOGO INCLUDING COLOR, GRANITE INLAY AREA AS RIVER WORN COBBLE CONCRETE CAP 2. STYLE AND FINISH AND SPACING SHALL BE SUBMITTED TO THE CITY OF REQUIRED FOR LET 1 ERS & LOGO 12' HIGH GOLD VENEER RANCHO CUCAMONGA FOR APPROVAL. INLAYED LEl (ERS 3. CONTRACTOR SHALL COORDINATE WITH CITY STAFF TO HAVE CAST MOLD FOR 'RANCHO CUCAMONGA' LOGO FABRICATED AND AVAILABLE FOR USE IN CONSTRUCTION OF SPECIFIED SIGNAGE. 4 NOTE : LETTERS (FONT/SIZE/COLOR) SHALL MATCH EXISTING MONUMENT SIGN y M'Y `. c ON EAST SIDE OF DAY CREEK BOULEVARD, SUBJECT TO PUBLIC WORKS 12 INSPECTOR APPROVAL. - 0 RA CH C CAMONGA D^ { 4 'fY�v6 V N N � � � 1 1 � 1 } i J I _ i i ti v �� I ? 2 .s. .rte - c 12~ POLISHED GRANITE VENEER, BRILLIANT RED 16-0 16-0" 2 RIVER EQUAL (± 18'-0N) EQUAL 18'-0') SOUTHWEST CORNER MONUMENT SIGN WALL ELEVATION SCALE 1 1/4" = V-0" 31 LETTERING GENERAL NOTES SCALE 5 DETAIL 3/4" = 1'-0" GRANITE INLAY AREA AS 11 12 REQUIRED FOR LETTERS & LOGO CITY LOGO CONCRETE CAP ROUNDED COBBLES TO MATCH INSTALLATION 1 12 , HIGH GOLD ON EXISTING MONUMENT ON EAST SIDE OF 12 a INLAYED LETTERS DAY CREEK BLVD. , SUBJECT TO PUBLIC `D WORKS INSPECTOR APPROVAL. V IIJ — } n CD a RANCHO AMO GA N1 i- - III- -- -- - - - �v•./�- i, A n )y/ / n Y � r 12" POLISHED GRANITE 2 VENEER, BRILLIANT RED'2 12'-0' 12'-0" (OPEN) EQUAL EQUAL 1 ' ~ NOTHWEST CORNER MONUMENT SIGN WALL ELEVATION SCALE ~ DETAIL 1/4" = V -0" g 1 12 _ 16" 1 12" 18' NO JUNCTION BOXES FOR THE LIGHT 4 FIXTURES SHALL BE INSTALLED OR ]� + PLACED WITHIN THE GRAVEL SUMP AREA. (OPEN) 3 2 1 " 1 #5 12 1- #53 8"CMU 16N 2-#3 OPEN #5 VERT. @ 8"O.0 8" CMU 2" 12" � �.. ) EA. FACE #5HORZ. @16"O.0 EA. FACE • • 3 SOLID GROUT O_ 12"CMU 6 iv 1-#5 ALL CELLS ~ � #5 VERT. @ 16"O.0 0 w 8 • • 6" CMU 3 EA. FACE pcn ? 2 #5 7 PRIVATE # FACE HORZ. @ 32"O.0 CITY LOGO SCALE 11 EA. FE p Q 12"CMU • 12 SOLID GROUT 1-1/2" 1'-0" - v� U VERT. #5 @ r 8"CMU 2` 8"O.C. ° ALL CELLS ZD (n1 8"CMU 1 CONSTRUCT WALL FROM 8"X8",12'&16"X16" z O CONCRETE BLOCK. GROUT FILL ALL CELLS. LEGEND 2-#5 "v z 2-#5 6 ll 2 #5 p 2 ROUNDED COBBLES TO MATCH ,• cr w a 2 0 INSTALLATION ON EXISTING MONUMENT 3 DETAIL NO. 0 d 16" CMU 16" CMU 13 p V) SIGN ON EAST SIDE OF DAY CREEK 12 c 11 12 o J 5 BOULEVARD, SUBJECT TO PUBLIC WORKS SHEET N 0. INSPECTOR APPROVAL. 12" 2 #5 1U o U 12"CMU 246 M=_ [o a 1 O3 POURED-IN-PLACE NATURAL CONCRETE CAP 2#5 F GR. MSN 0 OW/1"-45*CHAMFER @ TOP. PROVIDE (2) #3 21 N z 2-#5 16"CMU REBAR (CONTINUOUS). Zug ,l;i 11J�_ • O4 CONCRETE FOOTING. �' = 10 O 4"5' RIVER WORN COBBLE ON ODa _ - TBACKSIDE OF WALL CONSTRUCT W/ ao 2 #5 NON-CORROSIVE MASONRY TIES AS _ - 5 it .� REQUIRED IN A GROUT BED. - - - 12" FIN. GR. 3#5 @TOP 1a O6 WWF 6-6/10-10 WWF SHALL BE &BOTTOM U —_-__ 5' _ a ATTACHED TO CMU w/ANCHOR TIES, __ - ANT ° i GAGE, FORMED ISTEYES WRLEGS OF2 DESCRIPTION o f REVISION DATE APPROVED cn 15 a° ° - MIN. 6"LENGTH &SPACED w/EYES OR OCONSTRUCT WALL FROM 8"X8",12%16"X16" O 2" DEEP SIGN WALL INSET& REVEAL. 13 ANNUAL COLOR, PER PRIVATE a • 30' LOOPS @ MAX. 12"O.C. IN ANY CONCRETE BLOCK. GROUT FILL ALL CELLS. BRASS LETTER TO BE SELECTED BY LANDSCAPE PLANS. m e ° 4 DIRECTION. CITY. SEE DETAIL#12 ° a ° CITY OF RANCHO CUCAMONGA OROUNDED COBBLES TO MATCH INSTALLATIONO8 4"-6" RIVER WORN COBBLE ON 14 4"DIA. PERFORATED DRAIN UNE PIPE ON EXISTING MONUMENT SIGN ON EAST SIDE WITH 1 CUFTPER LINEAL FT. GRAVEL U 5'-0" BACKSIDE OF WALL CONSTRUCT W/ CU.FT. OF DAY CREEK BOULEVARD SUBJECT TO SMP TIE INTO NON-CORROSIVE MASONRY TIES AS U O D RAINA GE SYSTEM. � MONUMENT SIGN WALL PUBLIC WORKS INSPECTOR APPROVAL. REQUIRED IN A GROUT BED. WRAP DRAIN LINE W/FILTER FABRIC, 2- #5@ O12" SQ. POLISHED GRANITE VENEER W/ PER PRIVATE LANDSCAPE PLANS. BOLT JOINTS#GR15P-"BRILLIANT g 0 (2) #3 REBAR (CONT.). TOP& PLAN, ELEVATION, RED" BY MARBLE TECHNICS GROUP 15 6X6 CONCRETE CURB W/#3 REBAR BOTTOM 10 GROUND COVER, PER PRIVATE O CONTINUOUS @CENTER, PER SECTIONS AND DETAILS OPOURED-IN-PLACE NATURAL CONCRETE CAP O LANDSCAPE PLANS. PRIVATE LANDSCAPE PLANS. DRC 2001 -00638 AND RPW 2002-01425 --- - - 1"-45-CHAMFER @TOP. PROVIDE (2) #3 LIGHT FIXTURE KIM # APPROVED BY: DATE: REBAR (CONTINUOUS). 11 4305-32WATT-T8-12OV.W/BRONZE FINISH. EP 17 POST-(2) PER PRIVATE /t./ CITY ENGINEER: RCE No O �- 5 CONCRETE FOOTING. ELECTRICAL PLANS DESIGN M o e s E 17320 ReAM A". RECOMMENDED 12 6"X18" CONCRETE CURB W/(2) #3 sum 350 G) BATTERED WALL LINE BEHIND O REBAR (CONT.). PER PRIVATE 0 o K 1 C N Mvi"".CA 92614 O LANDSCAPE PLANS UR A WN N:v949-25:-9821 + f> SC NU ITZ FAX 949251-0516 SHEET MAJOR SIGN WALL SECTION SCALE BATTERED COBBLESTONE WALL SECTION SCALE L N N R ENGINEERS SURVEYORS 1-2 OF 13 DETAIL 3/4" = 1' 0" DETAIL 3/4" = 1' 0" -- --_ 1 CHECKED No. SZ�l V DRAWING NO. DATE '1�21�0'� FILE No. ------ 1 681 4r N-1 ° a,b 1 ? I G II .o-s 4Da �� ♦ 12 1 PLAZA P \ (PRIVATE) 2p I I (PRIVATE) /// � � 1s'-o• I I Q � I I L 3 12 4 � u'� Q i w2'4f c\, 4'-0 + . 6'-0' 4'-o' i o V / � m Rrg-gyp. \� ♦ � � 4—a 5'(r '-4Y2 15'-T \ I Ilk co o \ 12 � - - - - - - - - - - - - - - - - 1 T-6' 19'-2' ENLARGED SOUTHWEST CORNER PLAN SCALE 24 ENLARGED NORTHWEST CORNER PLAN SCALE 1 4 1/8" = l'-0" 1/8" = l'-0" 1 l Ll i , EJ % 24 14 ,j DESCRIPTION o f REVISION DATE APPROVED — 3 5 4 9 7 CITY OF RANCHO CUCAMONGA 8 7 4 3 5 1 9 7TM CORNER SITE PLAN SCALE 16 MONUMENT SIGN WALL 1/16 — 1 0 PLAN, ELEVATION, KEYNOTES SECTIONS AND DETAILS DRC 2001 -00638 AND ROW 2002-01425 APPROVED BY: DATE: - 1-1 CITY MONUMENT SIGN (SHEET 12) �5 DECORATIVE PAVING (PRIVATE) F91 INSTALL ADDITIONAL CONCRETE TO MATCH EXISTING SIDEWALK, PER STD. CITY ENGINEER: RCE No. ❑2 PUBLIC ART DWG. 103, BETWEEN EXISTING ACCESS DESIGN "` #A011 f ff 17320 ReAM A". RECOMMENDED /FOUNTAIN (PRIVATE) F RIGHT OF WAY RAMPS AND MONUMENT/PRIVATE PLAZA. NSulk 750 ` OOKICH I-rim CA 92614 ❑3 BENCHES (PRIVATE) ❑8 MONUMENT WALL AND SIDEWALK EASEMENT )RAWN I Voice'949 251-0521 SHEE T S C N U t i I FAX: 949251-OS16 13 13 LANDSCAPE POTS (PRIVATE} Cl N4 IN R� ENGINEERS SURVEYORS _ OE CHECKEDII No. 524(f DRAWING NO. DATE _ZL_ _0.3 FILE No. _____ 1 681 \���OU�NG�i;(1f?NLf?WALL1.�7wg ��L4 j��