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HomeMy WebLinkAbout2011 TOWN PLACE SQUARE & MARRIOTT STREET CONSTRUCTION NOTES QUANTITIES " =3 TD. PLAN CONSTRUCT 5 A.G. OVER 6 C.A.B. PAVEMENT PER TO VERIFY ® 16282 100-A. MINIMUM SECTION = EXISTING + 1 A.C. S 15,190 S.F. PARCEL MAP DRC 2003-00728 1. ALL WORK SHALL BE DONE IN"rGENERAL NOTES ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE 'R' VALUE AND PAVEMENT SECTION, PEClFICATIOF ENT PLANS IS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNU THESE STANDARDSENTS L SUPPLEMO AND STANDARDS SHALL BE RESPONSIBLE FOR ADHERENCE TO 2 STREET IMPROVEM CONSTRUCT 4' WIDE, 4" THICK P.C.C. CURVILINEAR SIDEWALK PER CRC750 L.F. AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND FOURTH N/OSTM STD. PLANS 103 & 114. SPECIFICATIONS. AVE .MILLIKEN TELEPHONE 0R POWER PALES, WATER METERS, VALVES, FIRE HYDRANTS, & PITTSBURGH E .AV CONSTRUCT TYPE -C (COMMERCIAL) DRIVEWAY PER CRC STD, PLAN 101, 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENTBETWEENMILLIKENAVE4 EACH SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-0F WAY L ETC. S PROTECTED IN PLACE AS REQUIRED AT NO COST TO ST. 'W" PER PLAN. WORK IS TO BE DONE SHALL BE THE REMOVED, REPLACED, RELOCATED OR PR AVE .AMQNGA. PITTSBURGH " 4 CONSTRUCT ACCESS RAMP PER CRC STD. PLAN 102 (SINGLE RAMP2 EACTHE CITY OF RANCHO CLIC 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RETURNS). FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR STREET 829 L.F. RESPONSIBLE FOR ANY DAMAGE TO EXISTINGCONSTRUCT 8" CURB GUTTER A2-8 PER CRC STD. PLAN 104. NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO 6 CONSTRUCT CURBSIDE DRAIN OUTLET (MEDIUM) PER CRC STD. PLAN 107-8. 1 EACH 4. A PERMIT SHALL BE OBTAINED FROM THE CITY ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 7 CONSTRUCT CURBSIDE DRAIN OUTLET (LARGE) PER CRC STD. PLAN 107-C, 1 EACH 5, ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, 1 EACH T OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. CONSTRUCT BUS BAY PER CRC STD. PLAN 119. EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT H- ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. N/A SEE SHEET 5 FOR STORM DRAIN ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED .j EACH WATER 6, ALL SEWER, STREET 0= IF RTH 10 INSTALL 16,000-LUMEN H.P.S.V. STREET LIGHT. COORDINATE WITH S.C.E. PRIOR TO PAVING. rA AND ALL SUB-GRADES 11 INSTALL 5,800-LUMEN H.P,S.V. STREET LIGHT. COORDINATE WITH S.C.E. 3 EACH 7, COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND FORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TSSURFACING. SHALL BE PER TO THE PLACEMENT OF BASE MATERIALS AND/OR R12 INSTALL N0, 5 PULL BOX & 3" GALVANIZED STEEL CONDUIT WITH PULLg EACH SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR ROPE PER S.C.E. STANDARDS. COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR I T INTO TATE 39 EACH 8. AT THE TENT AND GRADATION OF ASPHALT PAVING. DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT CALIF NIA 13 INSTALL STREET TREES PER LEGEND AND NOTES ON SHEET . PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL U 14 COLD PLANE EXISTING PAVEMENT 0.17 (2") MINIMUM FOR SMOOTH JOIN • R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. TO LIMITS SHOWN. CONSTRUCT 0.17 A.R.H,M. OVERLAY PER GREEN BOOK TESTS OR DETERMINATIONS COMPLETED TO VERIFY. R VAL , 10'350 S.F. SPECIFICATIONS. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL � " STREE 15 CONSTRUCT 4' WIDE 4" THICK P.G.C. SIDEWALK, CURB AND GUTTER TO SECTIONS. ND EMPIR 54 L.F. MATCH EXISTING ADJACENT IMPROVEMENTS. ACED ON NATIVE SOIL WHICH CONSISTS OF ROCKY MATERIAL, THE SUB-GRADE SHALL BE WHEN IMPROVEMENTS ARE TO BE PL - VOIDS OR DEPRESSIONS SHALL BE N/A 11, AND ALL 16 PROTECT IN PLACE EXISTING (STREET SIGNS, DRY UTILITYSTRUCTURES, WET UTILITY FACILITIES). PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB GRADE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL, N A 1 PROTECT IN PLACE EXISTING PUBLIC IMPROVEMENTS (SIDEWALK, CURB & GUTTER)° INTERSTATE NT REGISTERED BY THE E.P.A. FOR USE I CAUFORNIA Y N/A TO BE PLACED ON SUB-GRADE, A SOILS STERILA 18 REFER TO STREET SIGNING & STRIPING PLANS. 12, IF THE ASPHALT CONCRETE IS 1 UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER' RECOMMENDED RATE FOR THE FULL PAVEMENT 3 EACH 19 POWER POLE LOCATION PER S.C.E. WIDTH PRIOR TO PAVING. < --� TOR - SEE SHEET 5 FOR STORM DRAIN CONSTRUCTION NOTES AND QUANTITIES. NTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR REQUIRED tr 13. ESTIMATE OF QUA CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM 0 t ATI ON OF CO I N SHALL MAKE HIS OWN DETERMIN TIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED ° BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ES ! tP1=1 nr.ATION NOTE QUANTITIES STREET REMOVAL A r)/r)P THE OTHER ITEMS OF WORK. V N MAr NUMBER 401 SHALL BE CONSTRUCTED 1,110 L.F. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NU TED AT EACH INTERSECTION. NOT T 0 SAW-CUT AND REMOVE EXISTING AC (1' FROM EDGE OF GUTTER). THE CORRECTION OF ERROR AND EXIST. R/W THE DEVELOPER FROM RESPULT. R/W 4,605 S.F. RESPONSIBILITY FOR 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE Ep PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED �' 21 REMOVE EXISTING SIDEWALK... . . . . . . OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED VERIFY 75.00' TO 79.00' R FOR APPROVAL. (81,00' AT BUS BAY) TO THE CITY ENGINE E 2 REMOVE ALL EXISTING TREES WITHIN CONSTRUCTION ZONE. COORDINATE WITH S CF � LANDSCAPE PLAN FOR DISPOSITION OF TREES ADJACENT TO STREET MONUMENTATIO 1 JOB 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT VARIES 60 TO 64 15 6' FULL WIDTH SIDEWALK STRUCTURES. REMOVE GROUND COVER. REMOVE INTERFERING IRRIGATION SYSTEM. , CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. (75 AT BUS BAY) AT BUS BAY g' VARIES 51' 3' 4' 1' REMOVE AND RELOCATE EXISTING FIRE HYDRANT PER C,V.W.D. REQUIRED, 48 HOURS PRIOR TO EXCAVATION ' .5' MIN. 3 EACH UTILITY COMPANIES AS Q 17. CONTACT ALL MIN. STANDARDS (SEE C.V.W.D. PROJECT PLANS}. i 9'- 13' 30'- 34 PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING; 1' 31 2 ) f 4 RELOCATE UTILITY (TELEPHONE OR S.C.E.) PULL BOX. COORDINATE WITH 1 JOB A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (81 969-7911 _- 13' I 2% 2:1 MAX UTILITY PURVEYOR.. . . . . . . . . . 1-800-483-3000 2% .: 1 JOB B. VERIZON ,__-- ------ � RELOCATE VERIZON MANHOLES (S), COORDINATE WITH UTILITY PURVEYOR. 1- Q0-427-2000 COMMERCIAL --- -- ---- LOPE TO 1' BEYOND BACK OF WALK C. SOUTHERN CALIFORNIA GAS COMPANY ___-- 2% .__-- --�-- �-- � 26 RELOCATE S.C.E. VAULT AND VENTS. COORDINATE WITH UTILITY 216 NORTH EUCLID AVENUE, ONTARIO, CA 91762 -- 1 JOB � PURVEYOR.. 14 3: . . . . . D. CUCAMONGA VALLEY WATER DISTRICT (909) 987-2591 N f A I cn� 20 5 RELOCATE STORM DRAIN CATCH BASINS PER SHEET 5. 10440 ASHFORD STREET, RANCHO CUCAMONGA, CA 91730 (909) 593--7474 2 EACH E. METROPOLITAN WATER DISTRICT 8 REMOVE EXISTING DRIVEWAY AND SIDEWALK. 700 NORTH MORENO AVENUE, LA VERNE, CA 91750 1-800-248-2800 TYPICAL SECTION - MILLIKEN AVE RELOCATE POWER POLE PER SCE PLANS. POWER, PHONE, AND CABLE LINES ARE COMPANY 3 EACH F. PACIFIC TELEPHONE 1- 0Q-626-6299 TO BE LOCATED UNDERGROUND. T,I,=9.0 R=73 4 EACH G. ADELPHIA (909) 987 6275 0 REMOVE EXISTING STEEL POST. H. CHARTER COMMUNICATION 680 VIEW PARK COURT, RIVERS , 1,110 L.F. 6 IDECA 92503 31 REMOVE EXISTING CURB & GUTTER. I, SOUTHERN CALIFORNIA EDISON COMPANY 1-800-655-4555 7951 REDWOOD AVENUE, FQNTANA, CA 92336 (909) 357-6221 INDEX W ULT. R/ 75.00 I I TITLEa EXIST. R/W MILLIKEN BENCH MARK CF 6Q, :15' 1 3 FOURTH STREET PLAN & PROFILE S.B. CO. 01091-1" RND. HD. BOLT IN CONCRETE CURB 4 PITTSBURGH AVENUE PLAN & PROFILE 6 MI. N E FROM THE CITY OR TOWN OF �' LOCATED / 4 ONTARIO S.B. CO. N/E CORNER MILLIKEN AVE. AND 1' 4' 3' 12' IREMODELINGMILLIKEN 4TH ST. 0.5 FT W OF DROP INLET •5' MIN. ` MIN. SIGNALMILLIKEN ELEV.=315.74 M 1 ELEV.=1035.89 FT 2 1 __. 10' I MILLIKEN SIGNING I I 2.1 MAX 2% SIGNING I I 20 a- i " t BEARINGSBASIS OF e tj4 cIvIL t , INC. t THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE 2% SLOPE TO 1' BEYOND BACK OF WALK 31 BEING NORTH 00'05'20" WEST AS SHOWN ON 14 REVISIONFOR CITY OF MILLIKEN AVENUE BE 1 pg PAGES 41 I IN BOOK I DESCRIPTION OF REVISION DATE APPROVED PARCEL MAP NO. 9896, RECORDED 5 20 THROUGH 43 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY 17/0 qCITY OF RANCHO CUCAMONGA QWaF�ssroy� TYPICAL SECTION - FOURTH STREET TITLE SHEET STA ,�-� trlc►. 30-�1 rn STREET IMPROVEMENT PLANS � MILLIKEN / T.I.=9.0 R=73 . clv%,%. FOURTH ST. BETWEEN MILLIKEN I F CA PITTSBURGHN/O FOURTH ST. PM16282 DRC 2003-00728 z- STREET MIN. GROWSPACINGY I ss/ APPROVED BY ,o �j 40DATES' SPACE rV t( .�"1 RCE 24953 �� T TBOTANICAL �� CITY ENGINEER a 15 GAL 8' 25' O.C. G 4 DON a CONSTRUCTIONLIQUIDAAR STYRACIFLUA "PALO ALTO" SWEET GUM MASUKAWA c> DESIGN PREPARED UNDER THE SUPERVISION OF RECOMMENDED IIAVE. 15 GAL 8' 25' O.C. a 7 No. 21759 IN ACCORDANCE WITH CITY STANDARD PLANS. BRACHYGHITQN POPULNEUS BOTTLE TREE EXP. 9-3Q-Q5 G.N.H. �' &CIM � G' INC. 1. ALL STREET TREES ARE TO BE PLANTED AN AGRONOMIC SOILS REPORT SHALL g' 30' O.C. (9 6 �' 4,`��. DRAWN SHEET BEFORE2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, OR NUTRIENT 15 GAL / 660 N.Diamond Bar Boulevard.Suite 100.Diamond Bar,Ca 91765 HE CITY INSPECTOR. ANY UNUSUAL TOXICITIES. PLANTANUS ACERIFQLIA ' LOQDGOOD' LONDON PLANE TREE s��Ti� ��o��. Telephone (909)864-5850 f'ax(909)86D-�s6� CALL T BE FURNISHED TOT DETERMINED BY THE ENS � OF DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS ANARIENSIS CANARY ISLAND PINE 15 GAL 8 25 O.C.O.C, OF CA��� M.C.S. PINUS C DRAWING N0. CITY INSPECTOR. 6' CHECKED R.C.E. 21789 INSPECTION AND ACCEPTANCE BY THE KOGEE' CRAPE MYRTLE 24" BOX 3' 20' O.C. SUBJECT TO IA INDICA MUS 1-800-227-2600ARE M DATE FILE NO. 24016a0l � 3. ALL STREET TREES LAGERSTROE ENGINEERING DIVISION. 13 APER BARK 15 GAL 5' 30' O.C. � (�° - I '�- D UNDERGROUND S FLAXLEAF P ° 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. ITTAVE. MELALEUCA LINARIfFOLIA �•I i!I i O O - . _ ENCH M ARK 00 i - S.B.58CO. 01091-1 RND. HD. BOLT IN CONCRETE+ Tf I CURB LOCATED 6 MI N FROM THE CITY OR I —----lI1i!I; tI--1-�-III-�-r •i1 -tn--t� t1 - I: — I vs ♦- I - i - -r!I! •f .-�E--tp IS T . - jIiiII - �irI rI —-� — iII -- jI —rt 1It — {II — AELEV.=315 O NTARIO MR i0 S.B. CO.TONI E C O RNER 7' MIW KENv VE. AND TMS 0.5 FT ROP INLET ao 4 0 ELEV.-1035.189FT 4-- _ __ alE/N m LEGEND R�i CURB i CF CURB FACE J_ t1l +T( Prt + + oo TC TOP OF CURB o m w I FS FNISHED SURFACES 8Y � + a - FL FLOW LINE- +0 I i !�- o TG TOP OF GRA TE GRADE BREAK C) HP HIGH POINT — - t - - -- _�I- - ntI- - ►_ V _ O +Ii i _� I I , .� pRfOK-`f —�-- - --1 - ----�---—�I --- I ----}r - -�-- -�SD_- STORM O RA /N+ r m BW BA K t INV INERT ELEVA77 01V � m 0 G+ t- +-> CEN TERL/NE CT�t FG FNISHED GROUND LF9 tiI f�3-+�•`Ow r�.•1.v--,a--_-t_ir F o+ -,--i-�- 1 J/— J— yIJ I t -� - I -- - - - �+I! - ---�- --_ + — D6TRO PROPOSt OPE LINE -.� t t DRAIN INLET�.-+ /04- t___ 1D CONSTRUCTION N OT E'T00O Li I DIRECTION OF FLOW { PROPOS£DCANTOUR N 56 + / -(56)-- EXIS7ING CANx/R -56.10 PROPOSED ELEVA nA No fi 5610 EXIS77N VA n} TSPS TRAFC SIGNAL PULL ON BO X E ' D �- SLPB STREET LIGHT PULL BOX L114E 75' R RIDGE LINE+ R/W RIGHT OF WAY G NA TURAL GRADEPROFILE HORIZ 1 =40 fi EX/srnvc TREEVERT 1 =40 100+00 101 +00 102+00 103+00 104+00 105+00 106+00 107+00 PROPOSED TREE TC TOP OF CURB s TYPE G MARKER m f m STREET CONSTRUCTION NOTES ,� SCALE 40' CONSTRUCT 5" A.C. OVER 6" C.A.B. PAVEMENT PER CRC STD. PLAN 100-A. MINIMUM SECTION = EXISTING + 1" A.C. SOILS ENGINEER TO VERIFY o 'R' VALUE AND PAVEMENT SECTION.�_ VN LLJ cr - m oc° w CONSTRUCT 4' WIDE, 4" THICK P.C.C. CURVILNEAR SIDEWALK PER CRC+ 4 STD. PLANS 103 & 114.2+ xa ++ +\ O � V + T + ` CONSTRUCT TYPE —C (COMMERCIAL) DRIVEWAY PER CRC STD, PLAN 101, d1 11 WPER PLAN.I -� � + i + 0ESS RAMP PER CRC STD. PLAN 102 (SINGLE RAMP c — C1LLIKEN - EX. MEDIAN CI)RBRETURNS).y1 fi EX. MEDIAN CYR� _ — _ = -- -- � — — ` -4 vBQ'0nA - - CONSTRUCT 8» CURB & GUTTER A2-8 PER CRC STD. PLAN 104.4V_--J—j - - - - - — — — -- __ 70 N/A (D N/A— EET AND + DRI WAY CONSTRUCTION CONSTRUCT BUS BAY PER CRC STD. PLAN 119. OBSCURED SEE SHEET 5 FOR STORM DRAIN INSTALL 16,000-LUMEN H.P.S.V. STREET LGHT. COORDINATE WITH S.C.E. XzLL Ch N/\ 1p r �p+ GALVANIZED STEEL CONDUIT NTH PULLINSTALL NO. 5 PULL BOX d3 +i +ao ROPE S.C.E. STANDARDS.Z YPv w w N INSTALL STREET TREES PER LEGEND AND NOTES ON SHEET 1. + cv ww + to ao w v vi 0 _ o - + O + + +,, o V) o + COLD PLANE Exis TING PAVEMENT 0.17 2" MINIMUM FOR SMOOTH JOINIv 1 TO LIMITS SHOWN. CONSTRUCT 0.17 A.R.H.M. OVERLAY PER GREEN BOOK+ �cn + � a 0 o 1\ +c � amo \ SPECIFICATIONS.PEC cr IFICATIONS.\ogX +8 { o N/A o + _ + W + N ( -7 C14 � N/A On SID L 6� + t N o + + + + PROTECTIN PLACE EXISTING PUBLIC IMPROVEMENTS IMPROVEM ENs.TcS909>(SIDEWALK, SIDEWALK, C UR B_ d9G 5U 3Td T 8 ER TO ).+ E/0 PER CRC STD. P A 103 w ON 40060 e CU TRANSTI r-jo o REFER TO STREET SIGNING dSTRIPING PLANS./ � N/A STREET REMOVAL AND IOR RELOCATION NOTES SAW—CUT AND REMOVE EXISTING AC TO EDGE OF GUTTER. CURB CURVE TABLE CITYREMOVE EXISTING SIDEWALK. A R L DESCRIPTION OF REVISION DATE APPROVED REMOVE ALL EXISTING TREES WITHIN CONSTRUCTION ZONE. COORDINATE WITH 1 89'30,01 w 35.00' 54.67' SITE LANDSCAPE PLAN FOR DISPOSITION OF TREES ADJACENT TO STREET 2 18'5529 92.50 30.55 CITY OF RANCHO CUCAMONGA MONUMENTATiON STRUCTURES. 3 12'40'49" 136.67' 30.25' REMOVE AND RELOCATE EXISTING FIRE HYDRANT OR WATER METERS PER C.V.W.D. 4 12'40'49" 273.35' 60.49' PLAdPROFlLE STANDARDS (SEE C.V.W.D. PROJECT PLANS). 5 90'00'00" 10.50' 16.49' N/A 6 90-00'00" 10.50' 16.49' MILLIKEN AVENUE IMPROVMENT PLANS RELOCATE G.T.E. MANHOLES (S). COORDINATE WITH UTILITY PURVEYOR. 7 " 10.50, 16.49' FROM FOURTH STREET TO 644.27' N/0 FOURTH STREET RELOCATE S.C.E. VAULT AND VENTS. COORDINATE WITH UTILITY PM16282 / DRC 2003-00728 PURVEYOR. APPROVED BY DATE RELOCATE STORM DRAIN CATCH BASINS PER SHEET 5. CITY ENGINEER RCE 4 DON <11 REMOVE EXISTING DRIVEWAY AND SIDEWALK. MASUKAWA DESIGN PREPARD UNEH9PERV1N OF RECOMMENDED No. 21789 z 2 111011010M d►Ys � YOU o N/A m G.N.H. e �soA� �cnFF�• G1j1 7m FRFE WEP. 9 , � Ir4offiffigaSN �SUT�LINES ARE TO BE UNDERGROUND PER UTILITY PURVEYOR. DRAWN ,Cr,., , U* 91765 SHEE T.§W—(00)66—USID REMOVE EXISTING STEEL POST. /Al E NM.C.S. 2 OF LVADERGROLM EKU O REMOVE EXISTING CURB dGUTTER. 6A CHECKED R.C.E. 21789 DRAWING NO. 0 01 QSOUTEM D.M. FIE NO. ;01/. PROJECT SHEET NO. 2OF+ � + oUcryi i i j } t-t- i t t } r r * r t TBENCH MARK t T f {- -!- - -�-- --�- }- -} -I-- , -t- -� fi -t--�- -�---1--- I ! - S.B. CO. 01091-1* RND. FID. BOLT IN CONCRETE CURB LOCATED 6 MI. TY 4-- - - --+ - fi-- - - - - - N FROM THE p OR _ I OF �E , __ • _- I j --- AOVE. A D�4THA S' 0.5 FT W 1 DROPN INLET -�- j I I I M 1t� �A , T t o M -- 40 ( t I �- {- ELEV.-315.74 M� fi I t I i - -t- - , - - _ -- - - - - --�-- - - -- -t- - - I ,+� ( I I t r I LEGEND I a + ; fi- -+ - CURB FA CE i + TC TDP OF CURB FS nN/SHED SURFACE i i I I j I I i I , - i i i I i : • � -� - -�- �- - - �� - � -�- - t -� -+ --� r- t �- t -4 }- � } fi t - � 17 FLOW LINE I I 4 } I I I + i I r I I j r fi f. t I I i a- fi ,- , - i - -�- _ _ -- -'- 0.C. O.C: O.C. -I-- - - �_ +- -{-- {- --}- � -�- -+---+- �- -�- -�- -�- -+ - --I-- - TG TOP OF GRATE , t t GB GRADE BREAK TOP OF _ t ' m I j I HP HIGH POVNT - t- 46 A� t N 4 4 ( - I -- --� - SD STORM DRAIN _ - - - - AN -- ei BW BACK OF WALK ICi UI I 44 4 + ! ! I FG FINISHED GROUND LIj j IF t r p g+ 0 7 0 ao -LD i i I i I INV INVERT ELEVA nON ED p I 0 0 �A' u_.. - - - - - - - - - - -- - _♦ i- ,n + 1- - - - -+ -- - ! - - + }- } - t -I - - + -+ +- - }--+-fi �- �- -} -? }- r -+- - -- CENTERLINE �A i t t t t -�I I ; I M ♦ •♦ tD ♦ I I i I ' ;� iI�( i mM7 N i ♦ it�ppfcD MIi�-- - - -+ � # --- - _ - -+ '� �- - . tt I�-_ - -- - -a - - - - - - - - - I - - - - - -�- --+- -�- -,`- -; - -j- - -�-- - --+- --�- - --+-- - , - - - - - � - -+- -�-- -�- PROPERTY LINE -} - - +--4 --- - -{-- - - - --- -- - - - -- - -- I-- - - III DRAIN INLET -r- i t fi t I I � i I i I I I I I i I ' I I coNsnRUcnoN Nor£ I � � 6• i � ! _ --r-► O/R£CnAN OF FLOW �• 1 - - - - - _ _ - -- - - - - - - - - - _ I PIOPOS ! 1 , rs� �` 58- PROhpOSED CONTI?UR -4 1 TOR bF ; fi i -� , I r t I r i T t- EX/snNG CONTOUR -t r } i F } + } jI { - fitI tt 56.10PRQPOSED ELEVA nON ; E TING FNtSHt- jFC1O -�- I (56.10) EXIsnNG ELEVAnON It * �f'� I r + - , - - *-- -- ---}- fi-- --+ _C1- - -i-- t- 4 _. _r _• ' " ' C-+I V j V . -{-- - -+ 75P8 TRAFFIC SIGNAL PULL BOX I I ri ao o I w o I PRION TO CONSYR C11( N I j ! - t I r __ }-- - -- -- -- -t - + + + - -- - T ---r- - r-- - - - -- - - - - --+-- t - --- - -- -- - -- - - - , - - _ -- -�- - - - --- SLP8 STREET LIGHT PULL BOX fi I fi _� I I - R R/OGE L/NE ; IR RJ T WAI , I /W G►•J OF Y .... - -r - -� is - - - - -- -_!- -�-- }- -� �- --I-- -}- - --- --}- HORIZ 1 -2 NG NATURAL GRAD£ -- - - - - - - - - - -- -- -- - -- - - - - - - - - - - - -- - - - - - - - -� - - -- - - I I f- H41 I i �- -i - I t- i I {-- - - - EXIsnNG TREE t- TI ' VERT 1 4 1 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 PROPOSED FREE TC TOP OF CURB SEE SHEET 2 SEE SHEET 4 e TYPE G MARKER \'I CC 10 94 rt 1,111-8.4 / r 1 �} / - T 1 I , r -- ��� X041.3 Q + t I 1u3Z I ��- _ I STREET CONSTRUCTION NOTES � 1039.9 \ / � I sc, I a; ► ly / + \\ 70405+ 1040.1+ _ o� \\ 1+5 I \" \ 1 Ol CONSTRUCT 5 " A.C. OVER 6" C.A.B. PAVEMENT PER CRC STD. PLAN 1038.51 I \ C r 7!. f / 9.5 \ 1040 7 + I i \ / v 7om8 j t I 100-A. MINIMUM SECTION = EXISTING + 1 A.C. SOILS ENGINEER TO VERIFY r / 1 \ + 1040.6 1 \ + \ I `� 0 I I I ,0399 _ \ i'X-) - \ \ / / I / �) ( I� V 1 1 - _ _ 'R' VALUE AND PAVEMENT SECTION. � I t T y,, r � / w I I I I iO37' I y t1°3911 �- �` \ \ 10421 - -{ / 1039., \ \ 103Y..6 I �c� W III 2 CONSTRUCT 4 WIDE, 4 THICK P.C.C. CURVILINEAR SIDEWALK PER CRC I I I + c 1038.4 \ + _ , -70.107 + / , ,y . I I I \ 1 RoK , \ \ _ - + / 1 \ / ) + � 6 I / �/ STD. PLANS 103 & 114. �: + - 1039.9 10407 \ I O I \ Il IQ Zi 1 �," t r / v v y A v + v J I I� ( � I I /69.4 r S U \ \ C \ / 1 I I I Q ( I I O3 CONSTRUCT TYPE -C (COMMERCIAL) DRIVEWAY PER CRC STD, PLAN 101, I _ I s I 4 JI I f / _ ,r 1039.3 1 logs z\ { / F \\ ,0363 \ 1 \ / / I I I ; I I ( � W" PER PLAN. \ I III J I ( 09 'q. E 1 1038.6 \ \ / ro PARKIN 51 /Ty^ + { 1 ' c )/7 1 ` + + \ 1040., + 1 I V - 1037.4 I ` I+ ti3 + [ \ 1� f 10396 \ / 10 I ��t' p� ( I I I 4 CONSTRUCT ACC RAMP PER R P ,0 h 1D37 f / 1 O ESS E CRU STD. LAN 102 (SINGLE RAMP RETURNS). _j J BRUSH \ -: �� \ - _ \ I +9 \\ / / I ! mcl) I ori I 1 ( ) I it I I /Easow , �r \\ "�� c�mom \ / � 1 1 6 1 i \\\ \ 10382 ' CD3 I I +1°39.5 N OS CONSTRUCT 8" CURB & GUTTER A2-8 PER CRC STD. PLAN 104. 3 \\ 10381 �. + \ 7 '� IJ + ii 2 7 1038 O 1039.9 9.8 \ I I 14 + # H �' 1\ \ + 036-8 �; 10372 O + 1 + , W + \ d I 1 I I .o 3r \ - 039. � N kri W \ I o3e.3 I �rcN dA I I \ I 6 N A IIIA I k. \ I 1 + . p . p rn \ i u a 0 / c� e,s►N� s1 g 5 r bb �t f �, \ + + _ �6 i - - _ , I 703,4 ;. raA ; . W I N `� '` rC - \ / I _ - _ -=5�� k ° W a' ,039.3! 1039. 2 + 1 7 N A 10366 sf �T T�RICA r � �r I - - -- -- - - - -f. - - - - 0 / ','� 4 JfIn�V( T �� - - - - �-- © N/A O`,J �- - �- I �'_' ` 7t;V -_._" I- • • - -- - .. _ _ _ i7 Ii \ I I I \ - - - -_ r � � �\ �_ - - - - - - - ---�-_ A -- - _. BENCH MARK _� T Y I , ,GR OR : W 0 ; t , I I I I i w I . f-- i - +--+- -+ -- -_ - -r - - +-- - - - - - - - - - -- - - !- � t t ,- - S.B. CO. 01091-1 RND. HD. BOLT 1N CONCRETE t i t t � p>t t } # ice * t t t �-� ' I - rn , t '� ! I i CURB LOCATED 6 MI. N FROM THE CITY OR t I I n /E i I � I • t oo O fi �t t t C + _r _ t TOWN OF ONTARIO S.B. CO. N CORNER MNIIKEN fi �_�• { I i I I ! 1 i ap I ! I p I t + �-I-� I O j i n! d + - -- - ' I I - I I- - t - 1 I - A*. AND 4TH ST. 0.5 FT W OF DROP INLET i I t I T I ; -� I I ( + t j t t t I 1 I ELEV.=1035.09 FT I , I i j i ! vs t i I I I i I _ i I - }-- + - ' -- - - - _ - +- . - - - — -- - - - -'- --- - - - - #- + - ELEV. 315.74 M I I -- r I � I N I Z` � IY i t , + - ---+— -- �—- fi � LEGEND r i 1:V I � � I � t � .Ci 8' 2 /0 � n j i 1 , N + �'� � � I I I _ I : I � CURB FACE i _ _ _ i _ Z: O I I TC TOP OF CURB i i :. , , I t t 4- 4 o I r } I I i j I I t i I FS FlNISHED SURFACE �Z t - -- - -- - - - I I + + t E t I i FL FLOW LINE i -- fi - - - - - }- -}— - - - - - }— - - - - 1---t- -— -- - - - - - - - �- GRATE f - 1 I I , I I rp I ( tT t R1� } t►f t I _ I I U h , t^I 10 - 1. - - -- --`' - - --i - - -- + -, + r - ^ - + - -+ { GB DTG TOP �BREAK t— - I I I I I O 17 r) I �, K,! 00 Meta + _ -� I I ; I I I • , ! , i �1 + � HP HIGH POINT ao I M v' t I - fi-�- IE} I �� SD STORM DRA/N - - I _ n _ - - -- - -- - , - - - - - -- --+-- ' - - -- - t_ - - ALK o + t M +.� _1-_ C 1 I -t I t-�- f i { 1- ew 9ApC OF w m ; : M +N _ , I i t M + ..L- - -i` t v oN 40 .� _.�. � FC FINISHED GROUND , _ � IN ELEVATI 1 I' t I m _ - I ; t cr o II I I CENTERLINE - F --� ' - - - - - - -- - - - - I - --- -- - - - - -r -t-- - - - - - - + -- - - - - +-� PROP E }- t- t — ' PROPERTY UN t I I I I t � � i i I , I c III DRAIN INLET i I i I I I I i • In I i I � I I I I I i j I i - _ - -- - - - - - - - - - - - _ _ _ L- - - - - - t 1- �ic' _ - - i � � 1 � -r t - t t } + l�X. �l�D :SU�tF�tCE+� . a � -+ > -� r- -1 ---� -�- -}- -� + � � + + + EO _• -�>~--E- - -1-- t t fi r �- t -- �-- } fi �j \ CONSTRUCTION NOTE C I I i i i � i i � � I I I I I � I � I I ' j � O i � I I I ^ I -�--L-¢ � ' — . !R .l- D EcnoN of FLOW C� OR 0:_ _- -- -. - -_ _ - --_' ___ -_ - - - - -- - - - - - - - - - - -� - - - -�- - - - - } + t r } 1 + � +- � -t _ _�_ _ - >r � -� �- � � t f � � f _;- � � .-� Y _r L � + 1 -I- +- ' r � I i � I I j 1 1 � t j I I I � � � + l f�J-- �� I I _ i { ( I I PR i I I ca I I 56 OPOSED CONTOUR --t __�-_-Y -� i -�---I•----;-- -t-- CO i---+--}-- ---+---�-- -- - -- -r- - -- t- � i � -------- PRIORt � �+- � I TO I�SI�RUC dN f -� l � 1- t �- '�-- I t fi t I , N EXISTING CONTOUR - - - -- -- t -i- +- - - -- - - ---t -4- --t- -f- -- } } PROPOSED ELEVA TION � -� i � t � ! I � � I � I � -56.10 i I ! -- l - -rT - -- - - t - -- }-- Q I (56.10) EXISTING ELEVA n0V , I i I 1 QO i , I + -- - -- - I - --t-- - - --}--�-- rSPB rRAFFrc s/avAl PULL Box I 00 + - --� +-- - - - - SrPB STREET LIGHT PULL BOX _.;__.a t I I I +. - I ' - - - - - I - - - ' -- - -' -- - - I - -- j -- - -- - - - -- - - - --I - - - R R/ IN ; � ,- -� -j- PROFILE FILE_ ;- ► -� i I -� �- -� I I CHORIZ 1=40 - ' -- ' - - I--- — - - ' - — ' - _ R RIGHT OF WAY . VE R T 1"=4' I i t ' NG NATURAL GRADE 0 EXISTING TREE 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 Oo PROPOSED TREE SCALE 1"= 40' TC TOP OF CURB e TYPE G MARKER ------------------ ' I I STREET C NSTRUC ON NOTES ----- I 11 11 - 01 N/A . ♦ 11 11 , 1 It � 111 III ► , , ; ,s I g O N/A I i i ; li r` �` j O3 CONSTRUCT TYPE -C (COMMERCIAL) DRIVEWAY PER CRC STD, PLAN 101, J� 2 b ? 'W" PER PLAN. ��OO 0 c6 0 In Io M � , 0 O N/A I I l III I I • (Ii 1 ♦ 0i 0i ,, 11 N ; I ao I I 3 11 Z...M 2 O N/A 11 Z I II I i z = z `'' •n r- ® CONSTRUCT CURBSIDE DRAIN OUTLET (MEDIUM) PER CRC STD. PLAN 107-B. I I I I I 00 O `)�: N -� 1 z 3 J� O7 CONSTRUCT CURBSIDE DRAIN OUTLET (LARGE) PER CRC STD. PLAN 107-C. gym . o � toc c� ti m (n`` I I ' I j' z +Wi f cr to N w� U C� V .— W N 8 N/A cncr ; U O N U + f� 2 Ma �� Q O ---------------r-I , X I o , I t to oc Mtn 3 5 m C�3 o w N 3 m to COY N cn 9 N/A y I a � ,' ' ' Mm � } ^ W b v z� + + per "' 3 O 3 m c� r M ® / I `, R a+o X + m + ''� "1 ' a cop ^ Er; cv N A ---- I t , , �: a0 z N + o0 00 o �+ '� 0: Q D ^ Q ^ 11 INSTALL 5,800-LUMEN H.P.S.V. STREET LIGHT. COORDINATE WITH S.C.E. � z Q oo M ;I C8 TYPICAL 1 TYPIC L 5 I Q p +W TYPI1rAL ® INSTALL NO. 5 PULL BOX do 3" GALVANIZED STEEL CONDUIT WITH PULL + + I I -- o 0 Com+ ROPE PER S.C.E. STANDARDS. - ' 2 INSTALL STREET TREES PER LEGEND AND NOTES ON SHEET 1. - , O N/A 16 FH 4 " - -------------------_ -__ _-- ---____ r_ _ ____-- -- .-. -- -- __ _-- _ - ,.._.. ..._r.. co _ _ - CONSTRUCT 4 WIDE 4 THICK P.C.C. SIDEWALK, CURB AND GUTTER TO - -- - NOO'05'13"W _ '---__ MATCH EXISTING ADJACENT IMPROVEMENTS. I I I I l h I'I PRTSBURC -1 AVENUEp 1 _ PROTECT IN PLACE EXISTING STREET SIGNS DRY UTILITY STRUCTURES WET UTILITY - ------------------ - ___-_____ --- _ RGI'f E FH - -------------- ' - FACILITIES). -- - %_j a _ _- = AVENV ---------- ------------------------- -- --- - - I I I I I I I ' - - x ❑ j j _ __ - 5 E © PROTECT IN PLACE EXISTING PUBLIC IMPROVEMENTS (SIDEWALK, CURB do GUTTER). z r- ---' REFER TO STREET SIGNING do STRIPING PLANS. In Go to 0 11I,J I ^ - - - t t I 10! 1 I II 7 I 1 I �I LLI I� III i I I I I I ----------- ----------- STREET REMOVAL AND&R RELOCATION NOTES CITY DESCRIPTION OF REVISION DATE APPRpMED ® SAW-CUT AND REMOVE EXISTING AC (1' FROM EDGE OF GUTTER). CITY OF RANCHO CU CAM ON GA 2O REMOVE EXISTING SIDEWALK. PROP REMOVE ALL EXISTING TREES WITHIN CONSTRUCTION ZONE. COORDINATE WITH W LY R W E-LY R/W ® SITE LANDSCAPE PLAN FOR DISPOSITION OF TREES ADJACENT TO STREET 33' 33' PLAN dl: PROFILE MONUMENTATION STRUCTURES. 22' 78 PITTSBURGH AVENUE IMPROVEMENT PLANS ® N/A 11' 22' 4' FROM FOURTH STREET ® N/A CURB CURVE TABLE TO 645.50' N/0 FOURTH STREET ® N/A 0 Q R L lx EXIST. PAVEMENT PM16282 / DRC 2003-00728 1 90'00'00" 6.50' 10.21' ' APPROVED BY DATE ® 2 90'30'09" 35.00' 55.2 . _ ---------i- ---��- --r- ----------- N/A Q o Es G�t� �.(�(�-, 0 N/A EXIST C � G� �XIST. 4' � N 9�F CITY ENGINEER !/� RCE 24953 REMOVE EXISTING DRIVEWAY AND SIDEWALK. EXIST. 4' EXIST C & G SIDEWALK MAS 21 89 DESIGN PREPARED UNDER 1FIE amER�nsioN OF REC DED 2 a� ,�, » ® SIDEWALK 9 cr EXP. 9-30-05 � G.N.H. pp�L E ASSOCIATES&L F SUW*TY 3M4 W. CALL Tm » ® N/A DRAWN 660 N. Diwwnd Ow DoW. d,SuM 100,Dive 6w,Cu 91765 SHE TT CIH.H�Ir�le+a t,aro suoRvex�+o 1- - - ® REMOVE EXISTING STEEL POST. PITTSBURGH 1 SBURGH AVE. `�1,,�� EN��� ""'`�" h �' M.C.S. 4 OF 8 K� SCALE. l --20' FOF s��\E CHECKED 11 R.C.E. 217$9 DRAWING NO. O' �� I�t�� D.M. DATE-$1449f- FILE N0. 4 1yZD) I U PROJECT SHEET NO. OF J- I L j 10 914 I Jr 1039. 7 - - - J- / I -- ---- -- 1 --- I - - -- - - - -- -- - - _ 0OR DEET P► , , \ ------j --- - - ---- - - - - r ,-- - , I I \I I I I I PRc � 1038.9 \ ! -' ' - - - - 1 f M11�NEEN- b I I I I - I \ r _ --- CATCH BASIN I I \ I III / h I I , (W=71 I 1038. 7 $ I i .N 11038.5 I I I I \ 10 811 � I ( ' i I I II 03 7� LL i l I I J_ I I I ( III \ I _ I / I �I, J j )/ I I I rti, ! i PROPOSED FlNISH6 SURFACE i I I I I III Wlti i / � I I 1 I I III 1038.8 -� - -- I o G % I I I I III Z' I\ I I , �d F1H S'1REET I I \ I 36 1037.4 11 /J I w l I V � I t (� ,, - _ � i CATCH BASIN Q I f i III j I I -)- I ' 1039. i I -- -- - - - --- - - - 4� _ - - - (VY='t0 ) __ _..-- - - -- U I I I \ I I l U, 7 4 I I I I I 'I I \� ; LL BOX // \ - - - -- - - --- - t rt 34 v' Q I I ! 0.0 1 11 \\ 11; III I I I ,!/r { /I C i i I r �p ` \, I I 3Z• o =0.00 1 \ = 1 S� ' � S t r _ - z I , I /^ , 1 J I \ --I I - --- ,N J• �� , �' I \ f I \ I I I I w JJ`A ' J f --- --- -- -� - ,y'�3' ,- r - \J• -- � - _ . - 4 - - ---- - - - ----t -- ><0.�7.09 T p S E I j -- �- - ----� --- --- -- - - �RC - - - - - - - --t._..-- - - -4 -- 40.bQ I l J_1038.6 \ J_ I I 24 18 RCP 18 RCP 1037. 4 -i 1 \ ( I) I I-�- I ( I `-- I JC OX I I I 0,8 ' 2600 D 3000-D 3000-D i - _ - -1 I 1037.p - `.--- -- - -- -- - - --- - -- Y ; -- -- -- -- - - - -- - + - --. III 24" t + 4 // I ,- - - - - - -T - - - - - - - - i I I I t7 1`-4 ISI , - - � \ _ 1037. 4 16.OD' 44.b0' 45.00' I I i BRUSH - 2 00 D 5, I � ` 8 I I I i t v v i 1 �, v --- - - -- ; ---- - - - - STORM DRAIN PROFILE / { 101 6.6 ( \ \ \ \\\ I J_ \ I ---- ---- - - ® i I 1 -h _ I -SF �\ \\ \\\ 1038. J� f� I �\ ; ; H: 1"= 20' H I I I I I j I I \ \ t 11 \ ! ! i V: 1"= 4' i EXISTING I I 1 1 �\ \ \1 036.8 \ I III I I 124" R C.P. Ed S 4.6 2 \ B W=21 / { / � 4 I I III I�� i !��� I I CA TC BASIN I ' � I I � i � �\ � X11-4.00' II I N J 1037. 4 I 6 1 I III ii I -71. rs� t \ - u- 0+94.14 � J 1�� � I � 1 8.2 7 1037.5 \\°D o - /// - I 00 � \ - i 1036.6 �\ TRAFFIC SICK c� 1 _ O B S E D w- - ____ + ! J 1� - - - 7 - - \ � _ - Y �I - - - - - - - I-I - I - - \ - - - I �1 - - - -- 101+20.14 - - - / - - - - - - - - - - - - - - I - � - - - - - + \ - F T 1035.8 END L.D. - -1 - - - - - - - - - - - =r_ t i � - - - --- - - - - -- -- - - -3- - -,� ___