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HomeMy WebLinkAbout987 G5' 35 T 2,�5 24$� INTERSECTION QUANTITIES / TRACT NO. 12914 QUANTITIES GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS , THE QUANTITY UNIT ITEM QUANTITY UNIT ITEM CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFI- �o' W�GG 20'>'� �•.S Ql,M'lE'� 20'To ZO.y• (j' K//�/L �"� CATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT' EDITION. PG/bVN//S/ 44- lS�IA'f� - �l��N//Y6 �E- 1102 L.F. P.C.C. curb-8" C.F. 24" gutter CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR /4PP,to✓AL- G• ,;• T' rG� f�P Qo✓i�� 565 L.F. A.C. berm 4 \ Qy o2' /15 To/�.y /7y z� ' 4' `710 C.Y. 4" P.C.C. sidewalk 128 L.F. P .C.C. curb only ADHERANCE TO THESE STANDARDS AND SPECIFICATIONS. 3 p5 To /,f 0.5' 9600 S.F. Preparation of subgrade 170 L.F. A.C. berm / ',�' MSN 57600 S.F. Crushed agg. base (per inch thick) 22075 S .F. ' 4" P.C.C. sidewalk 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER q>• � �l FP. 9600 S.F. A.C. (3" thick) 2388 S .F. 8" P .C.C. cross gutter (inc. curb) POLES, WATER METERS / VALVES FIRE HYDRANTS ETC. SHOWN OR NOT t'I r� 2400 S .F. 1" thick A.C. overlay 4979 C.Y. Street excavation SHOWN ON THESE PLANS WITHIN THE RIGHT--OF-WAY LIMITS OR IN 3360 S.F. Removal of A.C. pavement 1 9 ,824 S.F. Preparation of subgrade I ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE 385,742 S.F. Crushed agg. base (per inch thick) REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO 100/ /� //y 1046 TON A.C . COST TO THE CITY OF RANCHO CUCAMONGA. 18 , 625 S .F. A.C. (3" thick) 6 LAO.��IG� 2103 S .F. Patch A.C. (trench) 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE - Ty�lli,4L S�G7-/ON f/O�/Z /=!O T/= 5 19110 S .F. 1„ thick' A.C. overlay HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY I�E,QT /' iC�= lo� 2 EA. Adjust sewer manhole to grade DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY BAROSSA PLACE !: /00r �” G 4V�M�/1/T 1 EA. Adjust water valves to grade FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN L.T © ¢" GL/` 28 EA. Street lights, .5800 e� Q5oo �dn�c�c, ON THESE PLANS. ��. 3380 S.F. Removal of A.C. pavement to W/41-1- 7 EA. Street signs 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA �50 .54 OG14N,vINf 6 EA. Reflectors and posts ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION • I� /t� ' pj�p' /l� '1 /¢�pirzpl/fj� 64 L.F. 18 RCP (2000 D) WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 169 L.F. 30" RCP (1500 D) T 1 EA. Catch basin W=4 ' 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. /D. /Mf�,tz0✓F/►9�jVT5 �X/5T /MAI? �V,4!Z/E5 1 EA. Catch basin W=20 ' PAVING STAKES SHALL BE SET AT ALL HINGE POINTS , EDGE OF PAVEMENT EX/57 /N1f? O 'To Gam' /¢ ro s3' 2 EA. Local depression 4' POINTS WITHIN 0. 01 FOOT OF SUB-GRADE ELEVATION AND AT NOT • II /�y ° To f�EMA/�✓ 3 EA. Outlet structure , Std f507 MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE �A� 15 , 302 S.F. Landscaping & irrigation REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE 4115 L.F. Roll curb (P.C.C. ) AREAS. i LAPEL -- — - LlNE �1 /�g I STQ�ET T,e��S PES G/W09G,4PE DLit/►' 6. ALL SEWER WATER ELECTRIC GAS, PHONE OR OTHER UTILITY LATERALS I IS n , ' v 1�E,NJD�E Ex• 3 , , MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. I D o rIA f '2� S/o 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED ' (� �— ° • AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT FLUSH WITH BACK Of CUWITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY RB— � I ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS T-yoIGAG s45c7-16 sw � Z !�/D• 771 - 17 P/GAL yE�7�O�v =/D T/ "9 44 48� �z"x 12"_e� aiocTc�T AND/OR SURFACING. A, 7" AFrCHIBALD AVENUE v��T• /./ �— LOT - WIi111/4 FELT OR 8,` AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL BE A R C H I B A L D AVENUE ( 2 CUV71 - - UNE �� BENDER BOARD Aa�A /s GONr • ���"/�G• Q�Y�/�I�NT �. ' � SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMIN- �l�jhr : c, ATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION r OF ASPHALT PAVING. tl `,� STANDARD ROLtED CURB rV IIP—/►'/A-/1 �. .A rL AND GUTTER ��rQoI�A� ONc� Aeda,�6s� CONSTRUCTION NOTES �: �"` '_. 3 -�''' ` Yr' � s\ "� 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL �•:...: BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR • �-- CONST PG.G• 609,?3 F G!/TTE/Z PER STD. 303 G•F. 8" zr '' �:`. =.<_ DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS Q— 6OIV66T. 06.6, r✓/I2EWALK PER ✓�- T,C7 3/D {4/�j�' •r' f ' , �' AND SAND EQUIVALENT OF AGGREGATE BASE. / �-- GO/V-67 4°P6 C. G UR V/G/At/Z:-AR 610, W.4L K PER 6; 04 W=5 2�`o Lq�j �zT /Z•T. ¢a- 60/1577 PG-G• 61,04-WALK PER 57/77 3/O W=.4' 10. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH 114 z• 33 33 �5}--- CONST. /-/A/VVII, PEP RAMP PEF� 5717 9/O. CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED // 22' 22 //' Q— CONST. PG.G. ROGLE,O GUiPA� PER 5707 302 G.F. ro" BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND �. /Q �¢ �' y' 7�-- CONST. P.G.G. 641RAS OA/LY' PER 5TlJ 30/ G.er lo'� MAIL BOX PLACEMENT ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE 8�-- GDA�/5T. Ti4A/V✓/T/oNAG Gone' e GUTTEf� MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. EX/5T. /M-A 42r15T. /MP �-vr �_ (}-- CONST. 68055 GUTTER PE,<7 57-Z-,7 SOB. _ r /Mf'RO CME T.5 ��' �}- 60A16 CATCH eA5/A(/ PER 5TL? 502 W=?16' V= G. �� 11 . IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS 60!1677 LOCAL I�EPRE /Ort/ GAc✓E 'G"REAP 5717 5/8 STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND INET -014577 /!�� L.F 30 R.G.P /500-L7 P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTUERER'S W�G�•<HE�6Hr ,�M 1��h L6 L /�,� • �9}-- CONST. 5En0ivA.6 PAVEMENT 0A1 -" 6- II AGGRE6,4TE RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. }/E /O' Min. ►pANSI►IQV SfCFION V f` v✓, _ ( _(,_p /J� _ 6A5 PER 5707 20/. 70 �l/ITGf/ I ' �-- GoA.167.. VAR1A/3LE TH/GK�t/E55 A. G. OvE/7LAy TYPE M�.�.� 12. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR G2-AR--Zoo ) .cEATNEi? TO MEET EX/5T. M 1 THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE 601467. A.G t7/.CSE PEP ST.d 2� x� MY �t_ HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUB- z CONST. r9ANb/TION MAR ot,!5R6 PER STIP 44� — _ _ --�' -_ . .; MITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH �, a ¢ I 7�— REMOVE EX/5T. POWER P0/ 'S, �Ur�/PE,r2e5�4!/N/� /L/T/ � P�c�°� IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL :e•o O u T i /-REMOVE EX/6T. 15" G•M.P. - - _ n " BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. i �-- ,pEMOVF ESC/5T. 3"' STEEL P/PE /3 10 RELOGA7E EX/5T. =1R,5 NYv.eAAVT13. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS / �— /26•LOGATE EX/6T WATER VALVES PIAN f"'`""°"�""' 401 AND 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. TYf'/G,4G SECT/D� �- REL OGATE Ex/5r. -416AI f/Di?/Z /s/O' T / ?3 CONST. L/M/TED AGGE55 CURB PER STD. J02 14. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM INERT. / /' 66 24 CONST. "TURF BLOCK " RESPONSIBILITY FOR THE CORRECTION OF'ERROR AND OMISSION HIGHLAND AVENUE G G• Y�M�ivT Q---6omg7. "5TAN1PEv co1,i6RETE" - © D/c'yl• �� DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED y @y--GD�tI5T. Co" P.G.G. CURVIL/,VE.4K 5/DEWALK PER STD. 304 W= 5 '1 PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY 0/V GL?l rf66 6AT� Ar�E 2©---- /itISTALL &- 0REAKAWAY T/Ml3ER5 4 EA. ENGINEER FOR APPROVAL. t 0B -- CoAlr,r 6.47614 BASIN PER 570 502 2 DEPCONST. LOCAL DEPRE /D/1! PE,P 5777 518 CASE 8 ta''j51t ��`�- � sl 15. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, R/W �R R/w 4 p �®- t/5T. LOL4L0641. ESy/014 PE�q O 5/8CASE SE G G=2 HAZARD FREE, ORDERLY STATE , THROUGHOUT CONSTRUCTION. SITE Go 3t 60,1577 '?'R.Gf? /500lJ ' SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 20 ZO REMOVE EX/ST/S" STORM pRA/,c/ PI PE - COAST. /8''R.GP. GO�C/NEG70R P/PE 20000 .�i' �l4 16. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR SCHEMATIC EXAMPLE TO EXCAVATION. REMOVE EX/ST. 5TR. 4' 60.4/577 AIEW ivAxr/ON 5TRU6TURE PER 5T17 508 77::77... {�}-- //vSTALG 5 T/Z�'�T L!�'/>r� ::�,�.:..: ;. •..••. . . , p V/Nle �f/�{G� P���"D�i�I�p /it/ 4000,e��NG� yt/NTH :� , �- ,�oJUyT /YI.h! Td 6,�A�.E ,�✓��vE A/Va /'�I/�M�/vT TE 5Ts TARN To r��T�,CM/N� 2 017 � � J� LEVE- L//VE v� Q �T�UGTU�A� ,SGT/arY.� IAG,�,:-?,� TD �/AV,4L. AL,4 d o: __� / - Q.•o GOG4TEIJ ��///fid 5-le W4 Z-, • T YP/GAL 5E6 7X 0A/ hVRIZ /0' T/ : 5 Zl Q t VERT /, gs 6B Irk J freEr s _ ALEATICO PLACE ,� r 3� ox, go, �r � BA RO LO COURT N/6NCAN0 AVE. �. CITY OF RANCHO CUCAMONGA f/i 5T. oe H/6f•/L AND A VE• , . o•s '�y /yam /s•5• �. r�4' ay' � VICINITY MAP -- --.-. 017KEY MAP TITLE SHEET v� GEVEL G/NE v� /�•r � \ - TRACT NO . 12914 ...�•, 2 APPROVED BY DATE Z125 CITY ENGINEER R.C.E. 3889 T YP/G,4G 6156?/Ort/ yDRIZ T/• a s t DESIGN CONCEPT • (� _ VERT /,^ /, �s 6b CEPT R COMMENDED C'i'" 'ALEATICO PLACE 3 GD/YyT P" G. � C. E.S& SCIENCES DRAWN SHEETBALATON STREET oi 4 BD Arrowhead Avenue CALDARO STREET ' Sarl Bernar�irlo Ca. 92405 ---- � 6 CHECKED `' ,�� �� �1DR WG. NO CALEDON PLACE R.C .E. 6. E'F DATE FILE NO. 987 -t ..- n ... . ., -. •.. ,4 . �. ; ... 9 999 *- . ..,. 9 9 99 ' . 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