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Home My WebLink About2194 -Emus= Now=- mmvmmmm� _mmmmwvmmmn-_ Imm �mmmmm__ r1% mmom. momm—lim cj) v 1400 WEST Z U �0 Uj_j Z PROFILE OF PROPOSED TOP OF CURB- 18'WEST L6 LU(33 lo 1395 WEST cr I U_ N. +3 24' cj) czli N_ ca +2,11% Uj LC 0�5( + c cf) : PROFILE OF PROPOSED Uj% TOP OF BERM- 18'WEST cj) 1390 WEST : Zo c Uj 0 1400 C.L. 0 Uj cfj + 0 CZ cf) t6 . K PROFILE OF PROP. -cr +3.26 CENTERLINE (j) 0) + 1395 C.L. 1405 L 4T U " : I +3.24010 v- L cli tf) oyc N +3. 4 b Uj 2 (99 99 Tc) z 1390 C.L. LU tZ 1400 cf) U- (6 (98.30 TC) 8% LU 1400 EAST. + PROFILE OF EXISTING ca 18'EAST Top OF CURB L6 Q ' 00, 1395 C +3.24010 PROFILE OF EXISTING uj� 18'EAST GROUND _ 1395 EA S T PROFILE OF PROPOSED Top OF CURB- 18,EAST 0 -0. At I c trN) to 4 "1 1390 EAST - CL N% 48,39'VC' 40.06'VC --------- I 92.47 VPI 92.69.VPI: .. 11+50 11+00 9+50 10+00 10+50 PROFILE SCALE 20' 30' 7.51 4.5' = 4 ft CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES pE R-2(W=16) 220 S F CURB CURVE DA TA 18' 18' _40— VERT: 1 i n D. NO. 101 Ty EAST R/W 0 CONS TR UC T RESIDEN TIA L DRI VE WA Y PER S T 216 LF C.L. HORZ: 1 in = 20 ft TH TANGENT CONSTRUCT 81'CURB& GUTTER PER STD. NO. 104 TYPE A2-8 DEL TA RADIUS LENG WEST R-1W v CONSTRUCT SIDEWALK PER STD. NO. 103 412 SF -21 1 1 4390SF 15.88' 8.081 4 n3 A VEMEN T 0 VER 6"BA SE(PER SOIL S REPOR T) A 26000'00 35-00 4 2 U4 PLACE4"ACP AILBOX BEHIND NEWAC PAVEMENT 1 _.__�LF 71.46' 175.24' 2% 1 2% REL 0 CATE EXISTING M 37 LF B 16304543" 25.00 R,1W RW -::, :7-7rr77- 7777-7 ,_7 U6 INSTALL 2'5(4"REDWOOD HEADER 30 1 EA ul INS TAL L TypE IL I OBJEC T MARKER PER Cl Ty S TD- 1 1 _�EA r PER DETAILS ON SHEET 2 ccl Uj UNDERGROUND /-,)'N CONSTRUCT CONCRETE SCUPPER 3 EA LO zu) :t I, I �, t< SERVICE ALERT NO. 500 co k6 LU 0 INSTALL STREET TREE PER CITY STD, W z) of Southern California 1 EA Z�; N INSTALL STREET LIGHT PER CITY STANDARDS Call: TOLL FREE UO 5 LF Z PER STD. 542(MODIFIED TO BE 48"WIDE) cj) - �k �2 LU U W TYPICA L SEC TION-LA yTON S TREE T 1-800-422-4133 CONSTRUCT COBBLESTONE CHANNEL 106 LF TWO WORKING DAYS BEFORE YOU DIG PER S TD. 104(TYPE D 1-8) co L11j zo CONSTRUCTAC BERM i� cn :U- aj Q. CON Q. CO Uj tri Uj cda :�z LU + + + + Q: FUTURE CURB c� lc� C) 1�s RIW MONGA STANDARDS AND THE STANDARD ,c 0 GENERAL NOTES C) & GUTTER cf) ZLU a ....................... HESE PLANS, THE CITY OF RANCHO CUCA w ................ CORDANCE WITH T 1. ALL WORK SHALL BE DONE INAC AL SUPPLEMENTS OFAMENDMENTS. U) Uzi cj) _R/W ----------- CURRENT EDITION, INCLUDING ITS ANNU DHERENCE To THESE STANDARDS AND SPECIFICA TIONS- ONSTRUCTION SPECIFICATIONS FOR PUBLIC WORKS C SHALL BE RESPONSIBLE FOR A ........... AMILIAR WITH AND TERS, VALVES, FIRE HYDRANTS, ETC. SHOWN i .. V' ' RACTOR SHALL BE F ME ...... �_EXIST. E.P. CONT TEL EPHONE OR PO WER POL ES, WA TER 2. ALL PIPELINES OR SUBSTRUCTURES OFANY KIND, TS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE OR NOT SHO WN ON THESE PLANS WITHIN THE RIGHT-OF-WA Y L IMI PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. EXISTING CONC. ........ 6 STA. 11+32.90-LAYTON STREET= ED, REPLACED, RELOCATED OR PROTECTED IN SITE AND SHALL BE SOLELY RESPONSIBLE DRAINAGE CHANNEL 2 LA MESA,,DRIVE SHALL BE THE REMOV ARIZE HIMSELF WITH THE 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILI HETHER OR NOT SUCH FACILITIES OUT 91.50 L 07-FRETET r ............... . ..... . ...... TO EXISTING FACILITIES RESUL TING DIRECTL Y OR INDIRECTL Y FROM HIS OPERA TIONS, W DRAIN THROUGH EXISTING BLOCK FL 8 77, c FORANYDAMAGE MENT PRIOR TO ANY IN BLOCK WALL PER GRADING T E.P. EXIST & G LAYTON STREET= ART 5 EXIS ARE SHOWN ON THESE PLANS. TY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING DEP ------ D19—WINC 24 4. A PERMIT SH TAINED FROM THE Cl CHO CUCAMONGA EASEMENT OR RIGHT-OF-WA Y- PLAN FOR SCHOOL DISTRICT SITE 4 ALL BE OB (91.45 roj I I ENCROACHMENT WITHIN ANY CITY OF RAN CONSTRUCTION OR ON TRA C TOR OR ENGINEER. PA VING S TA KES SHA L L BE SE T A T A L L HINGE POIN TS, ED GE 2 7 ALL BE SET BY THE C 50 FOOT INTERVALS,ADDITIONAL PAVING EXISTING BLK. %._1%e ADE STAKES SH N ...... 5. ALL GR A T NO T MORE THA OF PA VEMENT POINTS WITHIN 0-0 1 FOOT OF SUBGRADE ELEVA TION AND TICAL CURVE AREAS. RET WALL B STAKES MAYBE REQUIRED BY CITY ENGINEER AS NEEDEDAT WARPED OR VER CROSSINGS SHALL BE CONSTRUCTED PRIOR To PAVING. AS, MAINS, OR ELECTRIC, GAS PHONE, OR OTHER UTILITY LA TERL IGINAL GROUND AND ALL SUB-GRADES SHALL 6. ALL SEWER, WATER, ION, TRENCH BACKFILL, COMPACTING OR TS SHALL BE SUBMITTED 4 ...... ...... COMPACTION TESTS OF EMBANKMENT CONSTRUCT RT WITH THESE COMPACTION TES it�!NL RIW 7. HE CITY OF RANCHO CUCAMONGA.A WRITTEN REPO ; I BE PERFORMED A T NO COST TO T VAL PRIOR To THE PALCEMENT OF BASE MATERIALSANDIOR SURFACING. TIONS 12'-DEPRESS To THE CITY ENGINEER FOR APPRO LS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINA HE COMPLETION OF PAVING,A MA TERIA ........... 148.40 2 BERM TO MATCH EXIST SIDEWALK 8, ATT T AND GRADA TION OF ASPHAL T PA VING. INEER. LISTING ALL TESTS EXIST. DRIVE z COMPLETED TO VERIFY STABILITY OIL OCNTEN ALL BE SUBMITTED To THE CITY ENG V, 3 PROVIDE I 1F LIP Uj A VING,A MA TERIA L S REPORT SH 9, PRIOR To INSTALLATION OF ANY P SIEVE ANALYSIS AND SAND EQUIVALENTOFAGGREGATE BASE. RIW ERIFY. R-VALUE, UCTURAL SECTIONS. WITHIN DEPRESSION ERMINATIONS COMPLETED To V AVEMENT TESTS TAKEN TO DETEMINE STR CQ DET ED A IN A CCORDANCE WITH R-VAL UE AND P L, THE SUBGRADE SHALL BE PREPAR Io. PAVING SHALL BE PERFORMED SOIL WHICH CONSIS TS OF A ROCKY MA TERIA Q) 'W 7' ATIVE TH A FINE L6ci, Zo + . UCAMONG 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON N VE THE sUBGRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED W1 PROPERTY "_i� !�,r,� Uj y OF RA IbcH, Q LU WHICH PROTRUDE ABO I I By REMOVING ALL ROCKS r TERIAL OFA QUALITYBETTER T NA TI VE MA TERIA L. BY THE E P.A. FOR USE UNDER A.C. LINE *v- F z GRADE MA HAN THE ILANT REGISTERED OM V_00 � LU LU BE PLACED ON SUB-GRADE,A SOILS STER FUL L PA VEMEN T WID TH PRIOR To PA VING. ,, U r, + z CONCRETE IS TO tri N (0 U) (Z' T PLAN 12. IN THE ASPH �MMENDED RA TE FOR THE + W "t% Q) z ::j ALT HE MANUFACTURERS RECC ONTRACTOR SHALL + S TREE T IMPROVEMEN TT U- 6- YAPPLIEDA ELOPER, THE C ALL BE UNIFORML OF THE DEV AND P.C.C. SH R A THE CONVENIENCE to ATE OF QUANTITIES IS PROVIDED HE ENGINEER ONL Y FO BID.ANY ITEM V_ , BYT OF WORK REQUIRED BY THESE I :z �0 U N. 13. ES TIM CONSTRUCTION QUANTITIES BEFORE SUBMITTING A ITEMS OF WORK. + + A TION OF CONSIDERED AS INCLUDED IN THE OTHER CC -4 N DETERMIN Nt ANTITIES SHALL BE ICE Q. C. q, MAKE HIS OW TE OF QU x1- 10% A0w& PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMA BE CONSTRUCTED A T EA CH INTERSECTION. 1,yi ff I STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NO. 401 SHALL SION UY T TREE T ELOPER FRO THE CORRECTION OF ERROR AND OMIS 0 14. M RESPONSIBILITY FOR + 72 L A N AL OF PLANS DOES NOT RELIEVE THE DEV BE PROMPTL Y SUBMITTED TO THE CITY 15. CITYAPPROV ON REQUEST THE REQUIRED PLAN REVISIONS SHALL ERED DURING CONSTRUCTION- Up DISCOV PPROVAL. THROUGHOUT CONSTRUCTION, SITE SHALL BE c Nll ENGINEER FOR T A , CLEAN, HAZ4RD FREE, ORDERLY STATE, 16. WORK SITE AND EXTERIOR STREET SHALL BE INA NEA F SSIA AA TF CLEANED UPON REQUEST OF THENSPECTOR. S.ROAj A, UIRED 48 HOURS PRIOR TO CONSTRUCTION. I %V C/Ty_ I LKI KU RECOMMENDED 17. CONTACT ALL UTILITY COMPANIES AS REQ D GNED BY IERRY RONNEBECK, ENGINEERING /33 EAST BONITA AVENUE, SUITE 202 71 m Jerry uJ NO-42853 S, CA 91773 cr_ SAN DIMA T In X SHEET 909-599-3253 909-599-2572 FAX DRAINNBY OF 2 Jerry DRAWING NO. SCALE.- 1'�-20' OF�C PROJECTNO. Gerald E. Ronnebeck Date 9 11� ''I'll'I'lli��l��ill!lll�iiiiiiiiill!li!llllllllimr--- I K7-2087 R.C.E. 42853 (Exp. 3-31-08) 6, 10 20 jo io To PO lo +3.240 c_ L I J.- +3,9401o�� 'OU 0 24" 24" 91.59 FL (D 1/2" EXPANSION 1/2" EXPANSIONJOINT TO BE BITUMINOUS JOINT TO BE BITUMINOUS PREFORMED JOINT FILLER PREFORMED JOINT FILLER A.S.T.M. C-1751 A.S.T.M. C-1751 WIT LOLO U) Q 4 BARS @ 8" O.C. EACH WAY 6 48" 6 N 6- 6" —LT- 6" 91.59 FL 4 DOWEL BARS 8" O.C. FOR WALLS 21" 8" 21" TOP OF 6" CURB CURB PROFILE611 _ 92.52 TC 611– FACE C� (D N C; FZ �T E3 C�� U F=" F:) F.= FZ C) F.= �T^ I L-�S NOT TO SCALE FLOWLIN 9169 FL PROFILEDEP E SIC? . LIN 6011 ANCHOR BAR WELDED ANGLE TO ANGLE 1/2"x3"x4" —2411-1- 6Q" d- 2% –� csa 2% 91.59 FL r 0 (0 g (0 ° ""� It > )�.a�c :��)�,..J, }c .,0"Tr7 - UCAMONGA Y OF RANCHO U, �SFEC;-rlC)N VV-W STREET IMPROVEMENT PLAN '0% 'Oft 7 fly &" 2 v L A& Y T("im A N Z'ift TR E E T UNDERGROUND G c SERVICE ALERT APPROV Y of Southern California Call: TOLL FREE . CITY INE R,RCE DATE DE GNED BY 1-800-422-4133 JERRYONNEBECK, ENGINEERING RECOMMENDED TWO WORKING DAYS BEFORE YOU DIG Jerry l33 EAST BONITA AVENUE,:SUITE 2020 4 SAN DIMAS, CA 9/773 DRAWN BY 909- 99-3253, 909-599-2572 FAX SHEE 2 CIVILJerryOF �w /cp/Z PROJECT NO. DRAWING N®. Gerald E. Ronnebeck Date x72087 R.C.E. 42853 (Exp. 3--31-08} 2-. .l 9