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Home My WebLink About1328 H GENERAL NOTES X W I.- ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE Z STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION - CURRENT EDITION . CONTRACTOR SHALL BE FAMILIAR v WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND SPECIFICATIONS. ti 2- ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND , TELEPHONE OR POWER POLES, WATER METER$ , VALVES, FIRE HYDRANTS t� ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN RIGHT-OF-WAY LIMIT OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF + o RANCHO CUCAMONGA. 3- ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY v RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, �'- 'WHETHEROR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS . � �r 4: A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA -ENGINEERING DEPARTAMENT PRIOR TO ANY 1390 — X — 1390 ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. WLeci 5.- ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE + o Li __ter M OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL o -' M O PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS . _ r` 47 / VARY CURB FACE 6.- ALL -SEWER, WATER,ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR N 2 TO PAVING. 1385 — co ��r' — 1385 __-� 7.- COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUNDAND ALL SUB-GRADES -TOP OF CURB�_ ( EAST SIDE) SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND /OR SURFACING TO THE CITY ENGINEER LISING ALL TESTS OR •39 %� EXISTING GRADE AT 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTEDE PROP. LINE DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING . ��? �' LL: 1380 -- U M � — 1380 B LISTING A - 9 PRIOR TO INSTALLATION OF ANY PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. L ST NG LL TESTS , rn + AND AND EQUIVALENT F AGGREGATE BASE. OR DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALYSIS S EQU 0 � O o � - 10.- IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE A SOILS STERILAN REGISTERED BY THE E.P.A. FOR USE UNDER A.C. VARY CURB FACE 00 AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURERS RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH O co _ PRIOR NG. 'n 'T + • P0 TO PAVING. _ (pO + o M PROFILE SCALE M I I.- ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR 0 -. _ „- , SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED 1395 — O + m — 1395 1 - 40 HORIZ. O u A r� BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED S INCLUDED IN 10 m ao I = 4 VERT. THE OTHER ITEMS OF WORK. o+ � 12- CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. in N U O - m ° HA A A CLEAN, HAZARD FREE ORDERLY STATE THROUGHOUT CONSTRUCTION. — 0 0 6 K SITE AND EXTERIOR STREETS SHALL BE IN NEAT,WOR I E D ____ 13. , � . 1390 2.6�� 1390 SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. O �- M ti + co = °0 2 70�, 14.- CONTACT UNDERGROUND ALERT 1-800-422-4133 AND THE FOLLOWING UTILITY COMPANIES AS REQUIRED, 2 WORKING DAYS O o N BENCH MARK PRIOR TO EXCAVATION + (o ++ tj - °D 2 66 ELEV. = 1359 .38 A- CUCAMONGA COUNTY WATER DISTRICT NOTE ; O °0 40 �� S.B. COUNTY SURVEY 9641 SAN BERNARDINO RD. i•� .�o �?��/ TAG IN TOP OF CONC UNDERGROUND ALERT CONTACTS: 5 2 RANCHO CUCAMONGA, CA. 91730 (714) 987-2691 1385 2• � — 1385 CULVERT AT N.E. COR. GENERAL TELEPHONE EXIST CL PROFILE OF ETIWANDA AVE. AND Br SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT SO. CALIFORNIA EDISON 236 MR. 808 STALLINGS - FOR BASE LINE CONSTRUCTION ( 818) 969-7911 SO. CALIFORNIA GAS COMPANY 2.4A�, �� VICTORIA ST. C: METROPOLITAN WATER DISTRICT CABLE COMPANIES P.O. BOX 54153 LOS ANGELES, CA. 90054 ( 714 ) 393 -7474 f 10 11 12 13 14 m = U H/GHL AND OT Y. COONSTRUCTION NOTES - W I-W m� (nm 1655 SFO/ - CONSTRUCT 4 " P.C.C. SIDEWALK PER CITY STD. 3// oc� 10 W0 � SITE 331' 20-- CONSTRUCT /0" COBBLE CURB AND 24" GUTTER - "W U_ 1, zo + PER CITY STD. 307. INSTALL //4"EXPANSION - z N oW I no JOINT EVERY 20' FABRICATE TO F/T X-SECT/ON m o 2 EA. O3 - CONSTRUCT 8~P.C.C. COMMERCIAL DRIVE APPROACH `n VICTORIA ST— PER CITY STD. 306, WITH COBBLE CURB ALONG _ RETURNS. ' _ N � Q 4 PROTECT /N PLACE EX/ST PALM TREE I — = to MATCH O- REMOVE EXIST PALM STUMP 10 1 ETIWANDA 11 N 2 I2 13 AVE. EXISTINC�4N 0 o 4 EA.(E6,-- INSTALL NEW PALM TREE PER CONST. NOTES FOR STREET TREES HEREON r7MATO s 2 OVERLAY s 2 ;,, M Q O7 - REMOVE EX/ST POWER POLE AND UNDER GROUND EXISTING W W W W 3 UTIL I TIES TO BE COORDINATED AND PAID FOR BY PR P.P. — - -G - -- G G G T - W a `- co BASEL/NE ST. DE VEL OPER. o W M I' REMOVE EX/ST DR/VE APPROACH 4- 8 — 7 x 9� INSTALL STREET LIGHTS (LAMP SIZE 5 800 L BYa 8 3 I 331.20 SCE TO BE PAID FOR AND COORDINATED BY THE N I O to M DEVELOPER N 2 N � O 0 Q N N ; EXIST CHAIN LINK. /0 ADJUST WATER VALUE COVER TO GRADE � + W+ + + + + + + + + + N _ M + cn VICINITY MAP N + O_ m_ O_ N in- O_ O_ — N N N N N N CONSTRUCT UNDER SIDE WALK DRAIN PER C/TY STD # 507 Q P 1 + ';'1 + 3 W 0 /� II 5 13 7 6 I O 4 g 4 7 CONSTRUCTION NOTES FOR STREET TREES. 6 4 a 5 I ALL STREET TREES ARE TO BE PLACED IN ACCORDANCE WIHT CITY STANDARD 601 . = = /5,817 11NDt:R SIPV_Nc,/�K 17S •IN �Z__r LI-`1 .1 I e ao O Q 2 Icv/q0 v 6. 2 . ALL STREET TREES SHALL BE STAKE AND PLANTED ACCORDING TO CITY STANDARD 605A. SCALE I = 4 0 N N "' 5a �- BY/PUNYANENC R°i CI Y 3 . SOIL FERTILIZING AND CONDITIONING SHALL BE IN ACCORDANCE WITH SECTION 212. 1 .2 OF EDGE TOP OF CURB TO DESCRIPTION OF REVISION DATEPRESENT SMOOTH 3 J APPROVED. THE STANDAR SPECIFICATI"S FOR PUBLIC WORKS CONSTRUCTION. TYPE I ORGANIC SOIL APPEARANCE. AMENDMENTS SHALL BE USED WITH THE RATIO OF I PART ORGANIC AMENDMENTS TO 3 PARTS 8„ 0.10' CITY OF RANCHO CUCAMONGA NATIVE SOIL. ALL AMENDMENTS ARE TO BE THOROUGHLY MIXED PRIOR TO BACKFILLING. 4L0 24" I �• 88 ROW 4 FERTILIZATION OF ALL STREET TREES SHALL BE PER RECO MENDATIONS OF AN AGRONOMIC - 1/4" LIP SOILS REPORT FURNISHED TO THE CITY INSPECTOR. "A" +.;= 3 IMPROVEMENTS TO THE EAST SIDE OF 5 . NO STREET TREE SHALL BE PLANTED WHERE THE CENTER OF THE TRUNK IS CLOSER THAN 2" I/2" R OVERLAY TO C/L 24' 23, 23' 21' - ETIWANDA AVENUE THREE FEET (3' ) TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. - • ' 0 le' S' 160 5' 3 1 ,020' N'Ly OF VICTORIA ST. TO 1,360' N' Ly 6 ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE CITY ENGINEER - o .�_ 2 /o T � �/o MIN 05 ---------- - - CUP 87- • • �__ EXIST PAVEMENT -- N » n ` 2" �� '�r�- SURFACE. PC.C. S.W.A A to EXIST A.C. PAVING/ CROSS AND CROWN LUTHERAN CHURCH � 3 EXIST. COBBLE CURB OVERLAY PAVING APPROVED BY.' /, DATE. "A" BARS ( 3) ARE „4 COLD PLAIN TO PROVIDE MIN. CITY ENGINEER ' �--- I -Y CONTINUOUS- LAP 12 .10 A. C. PVMT ( TYP.) RCE. NO. " WHEN REQUIRED 8 DESIGN RUNYAN ENGINEERING, INC. 32 EXTEND 12 AS DOWEL W R R TYPICAL SECTION � _ � _ _ 77 N. OAK KNOLL # 102 N.T.S. DRAWN PASADENA CA. 91101 SHEET STA. 10 + 19 TO 13+ 57 EL (818) 578 - 1846 1 OF I r?l p CHECKED DRAWING 1,0. COBBLE CURB 81 GUTTER \: WILLIAM RUNYAN R.C.E. N00032139 DATE 12- 15-88 FILE NO a-'