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Home My WebLink About2166 W ARROW HWY GENERAL NOTES E R E Y B 0 Us= E V A RD U 1 . All work shall be done in accordance i these plansv the City Q D JERSEY BLVD of Rancho Cucamonga Standards and the Standard Specifications for Public Works Construction - current editions including itsR E T I M P R 0 V E M E T P A N W W annual supplements f amendments. Contract r shall familiar z TYPROJECT _J with and shall b responsiblefor ah r nc to these Standards w L and Specifications. < :2iA.T. s>: s.F, R.R. All Im 2. pipelines r substructures any kinds telephone r r _ A F= L M A P- > C J 7 `1 OF, I * water t rs. vola s. fir hydrantst etc. shown or not Q RANCHO CUCAMONGA shown n these plans within the right-of-way limits or in adjacent ar a where improvement work is to be done shall b ther vd. replaced. relocated orprotected i placeas 6TH STREET required at no cost to the City of Rancho Cucamonga. 3. Any contractor performing work on this project shall familiariz INTERSTATE himself with the site and shall be solely responsible for any damage to existing facilities resulting directly or indirectly from his operationsv whether or not such facilities are shown n these plans. . A permit shall be obtained from the City of Rancho Cucamonga Public Works. Engineering Department prior to any encroachment or construction within any City of Rancho Cucamonga easement or r i t-of-way. ........... ......,...,.�:4\".....;'.�,>.................. \�+2\ . All rade stales shall b set b t Contractor or Engineer. Paving stakes shall I b set at all I h i n of nts. ofpavement : `1 ............ �\ 9 P ........ ................................... .... ......... o i ns within 0. 01 foot o sub-grade elevation i n and at not r '' \,.. .:..................... ... _, .,........................................_........ P �.. than 50 foot intervals. Additi n 1 paving stales may be required ESTIMATED . .. ,, .. ....------------------------------------........... .......,.....,...................................,.............................................. -"._-. vertical _ :b City Engineer as needed at warp or cure ar as. CONSTRUCTION T U T I TY41 6. All r, waters I tri s hone or other utilitylot rl . \ 1 CONSTRUCT ' AC PAVEMENT ACK PATCH 0 SF mains. or Crossings shall be constructed prior to paving. CONSTRUCT " PCC CUR AND GUTTER TYPE 'A2-81 P RC CITY STD 1 180 LF .. .................................... ..... ....... 7. Compaction tests o embankment constructions trench bacill . `4 � C ST UCT - TIG U PCC SIDE ALK PER C 11 0 F 4\ : 1.1111- `` 111 compacting original ground and all sub-grads shall b performed CITY STD 1Q1 10 at no cost to the City of Rancho Cucamonga. A written report with `_ � 4 CONSTRUCT PCC DRIVE APPROACH. WITH SIDE ALK. 1 EA \ PER C C I TY STD 101 . TYPE 'C' . 0' . 2=7.5' 1 =7. ' . thesecompaction tests shall b submitted to the City Engineer for ... �r 0,& a rovl prior t t plac nt of bas mat rial and/or urfacin / ® REMOVE EXIST DRIVEWAY 1 EA . At the completion of paving. a materials report shall be sub it dOV EXIST CUR GUTTER 230 LF to theCityEngineer. Listing all tests r determinations c I t r'.��r�'��I 12209 PLACE STREET TREE PER PLANTING SCHEDULE AND NOTES ON SHEET 1 7 EA to verify stability ail content and gradation of asphalt paving. rp PROVIDE 99500 LUMEN HPSV STREET LIGHT. INSTALLED BY SOUTHERN 1 EA . Prior to installation of anypaving. a materialsreport shall be CALIFORNIA EDISON (SCE ) . PAID AND COORDINATED BY DEVELOPER. submitted to the City Engineer. Listing all tests or determinations SCALE: 1 "=50' REPAINT ALL TRAFFIC STRIPING AND LEGENDS AS 1 EA completed to verify: -Valu . sieve analysis and sand equivalent DIRECTED BY THE CITY ENGINES (SEE PLAN FOR LIMITS ). of aggregate base. 11 INSTALL R26(S ) SIGN ON POST 1 EA 10. Paving shall be performedin accordancewith R-Value and 1 RELOCATEUTILITY VAULT t Y OTHERS } . PAID FOR AND 1 EA Pavement tests taken to determinestructural sections. COORDINATED Y THE DEVELOPER. 11 . When Improvements are to be placedn native it which JERSEY BLVD consists of a rocky tri I . the sub-grade shall be prepared `LY I 'LY y removing all rocks which protrude above the sub-grade an R/W 40.0' 44.0` R/ all voids or depressions shall be filled with a fine gradeI 32, 12, material of a quality better than the native material . SHEET IND 12. If theasphalt concretei to b placed on sub-grades a oil ! I 0 p• SHEET 1 - TITLE SHEET. VICINITY A ' s til ntregisteredy theE.P.A. for under A.C. and P.C. C. m < GENERAL NOTES. CONST NOTES . ® ` I cv 0 shall b uniformly applied t t manufacturer's recommended IAC PAVEMENT before SHEET JERSEY BLVD STREET2. rat r the full pavement width prior to paving. .0% 2.0 . +a IMPROVEMENT PLAN 1 . Estimate f quantities iprovided b the only for theREMOVEPOconvenience 'fdevelopers thecontractor hall make hisEX C G PROPOSED determination f c n construction quantities U submitting bid. SIDEWALK Any Item of work required y these plans which is not specifically TYPICAL SECTION listed in the estimate of quantities shall be considered as included in the other items of work. EXISTING SURVEY MONUMT TT 14. Street signs per City of RanchoCucamonga r Number 401N.T. . I Y CERTIFY T I HAVE IDENTIFIED ALL SURVEY shall b constructed t each intersection. MONUMENTS OF RECORD THAT COULD BE DISTURBEDY THIS BASIS OF BEARING JCI. ALL I T RICH CURRENTLY EXIST BASIS OF BEARINGS IS THE CENTER LINE 1 Cityapproval plans a t relieve tdeveloper r IN THE FIELD ARE SHOWNTHESE PLANS AND ARE DESCRIBED OF JERSEY BLVD AS N89041 ` 27"W responsibility r the correction of error and omissiondiscovered S FOLLOWS: THEE ARE NO EXISTING MONUMENTS TO BE DISTURBED. r- during construction. Upon request th required plan revisions hall be promptly I t d to theCity Engineer for approval . DATED: 16. Work site and exterior streets shall be kept in a neate clean. hazard DOUGL L. GOODMAN R. G.E. 28500 i H frees r rl t . throughout construction. Site shall be cleaned upon request of the Inspector. MONUMENT 17. Contact all Utility Companies as requiredw 48 hours ri excavation. 1 . EXISTING MONUMENTS THAT ARE FORESEEN TO BE DISTURBED. REMOVED WATER: CUCAMONGA VALLEY WATER DISTRICT 909-987-2591PAVED OVER SHALL TIED OUT ( CHECK F EXISTING TIES }. AFTER TELEPHONE: V I 800-483-3000 CONSTRUCTION TIES SHALL BE SUBMITTEDTHE MONUMENT, REPLACED CITY GAS as THE GAS COMPANY 00-427-2000 STREET NAME BOTANICAL NAME COMMON I N GROW SPACING SPACING SIZE OTY WITH A MONUMENT SIMILAR TO THE ORIGINAL. DESCRIPTION OF REVISION DATE APPROVED ELECTRIC: . CALIF. EDISON 800-684-8123 J Y LV L T NUS AGE IFOLIA L DO PLANT 30" .C. 15 GAL 7 x`v aM ;' SEWERme CUC GA VALLEY ATE DISTRICT909-987-2591 2. ONU ENTS. C D. HIGH A I I G DURI SUVYmR.SHL T.V. CABLE: CHARTER CABLE 909-987-6275 REPLACED AND TIES PROVIDED AT THE END OF CONSTRUCT I b`N'o,,ACT I--V' I T"1I7 STREET PLAN AND PROFILE 3. NCH MARKS DISTURBED OR REMOVEDI CO ST UCT I LLm f � NOTES FOR STREET TREES LACED WITH A MONUMENT SIMILAR TO THE ORIGINAL IN CONI: ' . ANC '. Kb T b VU WITH LEVEL OF CIRCUITRY. LEVEL CIRCUIT NOTES- SHALL 'E,; U1 IJE E L TAT ALL T TREES A T PLANTED I ACCORDANCE WITH CITY STANDARD PLANS. TO THE CITY ENGINEER NEE FOR APPROVAL. . tlµ . a ` 1 ® 10+91954 . . PRIOR TO THE COMMENCEMENT OF ANY PLANTING. AN AGRONOMIC SOILS REPORT SHALL PARCEL MAP No. 18209 1 BE FURNISHED TO THE CITY IPCTO . ANY UNUSUAL TOXICITIES NUTRIENT DEFICIENCIES a n �rgr®un �r�� I�� C ARK 01104 ROVED Y DATE MAY REQUIRE BACKFILL SOIL AMENDMENTS. AS DETERMINED BY THE CITY INSPECTOR. /7/ FORE CITY ENGINEER r 1 " ROUND HEAD BOLT IN No. 23889 R.G. " v4� G®® APPLICANT C T /� CONCRETE CURB STAMPED DESIGN COME ED r ALL STREET TREES ARE SUBJECT TO ISPCTI AN ACCEPTANCEY THE ENGINEERING Call : TOLL FREE ROCK-JERSEY. DIVISION. LLC S. B. C. B• M. 01104 AT THE SFH V'Sism 7�;s /,? 1-800 4 PARK PLAZA. STE 540 N. E. CORNER OF ARROW DRAWN SHEET 227-2600 Ah TT T ARE T PLANTED PER PU LIC I V ENT PLAN ONLY. IRVINE, CA 2614 ROUTE AND HAVEN AVE. 4 -476-6 SFH OF 828 ELEV. 1160. 201 CHECKED DOUGLAS GODD N DATE DRAWING NO. TWO WORKING DAYS �t$Fo Yov zo RCE 285 - 1-2®® DLG (909) 824-2775 COLTON. CA 92324 2166 ..........�,............ ...........I.: ......... ..........................%.... ,%......... \.................. .......\.... ....... ......... ------------- ......�\....\... ............ ... .......... ....................... �.....�.....�.... �........-xi;..\...... xx .......... .......... ...... .........I— ........................ ........... .......... ........... .......... ... ........ .......... 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TWO WORKWG DAYS BEFORE YOU DIG DLG (909) 824-2775