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HomeMy WebLinkAboutBook 8 Page 359 Street Improvement (Nicolas & Roripaugh) CONSTRUCTION NOTES: !O CONSTRUCT TYPE 'A' CURB AND GUTTER (6' C.F.) PER STANDARD NO. 200. OCONSTRUCT CURB SIDEWALK PER STANDARD NO. 400 AND 401. OCONSTRUCT CROSS GUTTER PER STANDARD NO. 209A 01-0 \ ® CONSTRUCT ACCESS RAMP PER STANDARD NO. 403. OA:C. PAVING (SEE GENERAL NOTE NO. 9 ) G° PAVING NOTES f� �<t% i. MINIMUM PARKING LOT GRADE SHALL BE ONE (1.0) PERCENT. 2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.35 PERCENT. 3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE SURFACES PRIOR TO PLACEMENT OF PAVING. 4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN (14) DAYS FOLLOWING / N/A y PLACEMENT OF THE ASPHALTIC SURFACING AND SHALL BE APPLIED AT A RATE OF 0.5 GALLONS PER gA rIa O SQUARE YARD. ASPHALTIC EMULSION SHALL CONFORM TO SECTIONS 37, 39• AND 94 OF THE STATE ° STANDARD SPECIFICATIONS. 5, THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL WORK WITHIN CITY RIGHT-OF-MAY. 6. TWO SPECIAL INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS: ONE INSPECTION AT THE TIME THE BASE IS PLACED AND THE SECOND WHEN THE A.C. HAS BEEN PLACED. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL EXISTING UTILITIES. THE CITY SHALL BE INFORMED 48 HOURS PRIOR _ TO BEGINNING OF CONSTRUCTION AT (9")694-6411. 8. A COMPACTION REPORT BY A SODS ENGINEER SHALL CERTIFY 95 PERCENT COMPACTION OF BASE PRIOR h CHAPARRAL HIGH SCHOOL TO CALL FOR SECOND INSPECTION AND A PLACEMENT OF ASPHALT PAVING. T.V.U.S.D. 'rr �AV MAINTENANCE TRANSPORTATIONS GENERAL NOTES FACILITY 0 Z / 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM THE CITY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. W �� 2. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO CITY STANDARD NOS. 400-4#D! i = 3- ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TEMECULA PUBLIC WORKS Cl) DEPARTMENT IMPROVEMENT STANDARDS AND THE LATEST EDITION OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) . µl 4- IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE EWINEFR, TO INSTALL W STREET CENTERLINE MONUMENTS AS REQUIRED BY THE RIVt`1r31vt L1or�wrsY AronVilyc� iVO. a� N 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CITY OF Q TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL WORK ON EXISTING CITY MAINTAINED ROADS. AND FOR UTILITY WORK WITHIN OFFERS OF DEDICATION FOR PUBLIC USE. mob: ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, M j[t4 STER DRAINAGE. 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO CITY STANDARD NO. 207 AS DIRECTED IN THE FIELD. R/W �. R/W e. IT SHALL BE THE RESPONSIBILITY OF THE DEVLOPER OR CONTRACTOR TO APPLY TO CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK 5`' PERFORMED WITHIN THE STATE RIGHT-OF-NAY. 1 �!► M6' ' It' its lo' 6' 9- ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS M BETAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE CITY STANDARD NO. 401 4 ' INDEX MAP SI SIDEWAL IF EXSPANSIVE SOILS ARE ENCOUNTERED. (*INSERT 'SHALL' FOR TRACTS AND PARCEL MAPS 414C. PAVEMENT OR 'MAY' FOR PERMIT CASES-) i' - zoo' FP"ER FOOT im PER FOOT CUR V41� 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN (id) DAYS -y ��� FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED AT A ,^ATE OF 0.05 �%7tT�fTfTI7 �//f j1z1,7177777 77 f GALLON PER SQUARE YARD. ASPHALTIC EMULSION SHALL CONFORM TO SECTIONS 37, 39, AND 94 OF THE STATE STANDARD SPECIFICATIONS. Q 1/j 4AV711')-' E.:'T/MATE a BASE COURSE COMPACTED SUBGRADE li. INSTALL STREET TREES IN ACCORDANCE WITH RIVERSIDE COUNTY OR NC DINAE NO. 4160.53. 1 CU.PB P3 7 L.f 12. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. 3, TYPICAL SECTION 13:- AS DETERMINED BY THE CITY ENGINEER, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD z Cues .S'/O�sri,vL.� ,�7O. moo. -OA tW�K401 - - 747G S f NICOLAS ROAD IMPROVEMENTS TO CENTERLINE AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTUAL STANDARDS FOR THE .'1 L;e055 az177eA- ll*,rO A40, PDT/ RORIPAUGM ROAD CURRENT ASSIGNED TRAFFIC INDEX. CITY STD. 110 4 4 eeeof iP.9.NP X112 Add ¢03 - - 7 er N.T.S. 14_ ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPERATE LANDSCAPE PLANS. ALL OTHER TYPES OF „ff, A C 'C�pv/i1/G �� �, - - -- /0,3 2,1� ,1f LANDSCAPING IN THESE AREAS. AND ALL LANDSCAPING ON ALL OTHER STREETS REQUIRE SEPERATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY �e G, . f" ,&"4: l6u /05, 739 3f. 'STANDARDS RELATING TO THE ADMINISTRATION OF LANSCAPE ENCROACHMENTS' DATED JANUARY 19". 15 7 Czle e 0. PURSUANT TO THE CITY OF TEMECULA ORDINANCE NO. 90-12, THE DEVELOPER SHALL INSTALL ALL REQUIRED CABLE TV FACILITIES. n0 PROJECT 8• a e&AIC. 0A-_1Vew.3 � _ _� ,�830 .Jf 16. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND r 9 �� �+ �C� ��! f HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED ZQ SI TE DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 1011% '�. //. Jc%vc��o�/ 9rcvc>�rc� JTD. No JS. ttT - - - / fi 17. PRIVATE ROADS AS SHOWN DO NOT MEET CURRENT CHIT OF TEMECULA!S PUBLIC ROAD S'TANOARD. /? C.97C.y SAS/.d moo. I .S)'O..vi. Ce/00 - - - /3_ D.Pivfway AP�e0.4fC.Y /4./3, NOTICE TO CONTRACTOR N 30�� ,MCP THE EXISTANCE, HORIZONTAL AND VERTICAL LOCATIONS OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE. THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. VICINITYMAP THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTINARY MEASURES TO PROTECT UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. LOCATIONS OF UTILITIES NTS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION. CALL UNDERGROUND SERVICE ALERT (USA) 1-800-422-4133 AT LEAST 48 HOURS PRIOR TO EXCAVATION. THE QUANTITY ESTIMATE SHOWN HEREON IS FOR THE USE OF GOVERNING AGENCIES IN DETERMING BOND AMOUNTS AND/OR FEES AND IS NOT TO BE USED FOR BID PURPOSES. BENCHMARK DESCRIPTION UNDERGROUND SERVICE ELEVATION: 1091.074 DATE: 9-13-82 ALERT RIVERSIDE COUNTY DESIGNATIONS: T-46-81 ON 2-1/2' BRASS DISK IN CONCRETE WALL FROM THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND FRONT STREET 1.7 MILES N/W ON FRONT STREET - JEFFERSON AVE. TO THE r INTERSECTION OF JEFFERSON AVE. AND WINCHESTER ROAD (HWY - 79) TO A BRIDGE OVER THE TUCALOTA CREEK CALL AND THE SANTA GERTRUDIS CREEK FORK. IN THE S/E WING WALL, 6' S/E OF CORNER OF BRIDGE ABUTMENT 3' TOLL FREE E. OF STEEL GUARDRAIL, 19' N. OF TELEPHONE SERVICE BOX- 1-800 t 422-4123 TIE PRIVATE ENSINEEN SIGNIMG THESE PLANS IS RESPONSIBLE FOR ASSURING TH9 ACCXJRACY AND ACCEPTAAILIIY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISIM AFTER CITY TMO NOWTN6 DAY>s MWORE YOU DI6 APPROVAL OR "ING CONSTRUCTIDN. THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING IANACCEPTABLE SOLUTION AND fEVISIN6 THE PLANS FOR APPROVAL BY TIE CITY. � ��,. PPF9296/1403 J CONSTRUCTION RECORD DATE BY REVISIONS ACc'D BENCH MARK SCALE SEAL: v�Essl Des1 n d By a n By _ Checked By � _ G z2 4 CITY 0 F TEMECULA DEPARTMENT OF PUBLIC WORKS CraNing No_ aP o.a RECOMMENDED BY: DATE' Contractor Horizontalo. Plans Prepared nder Supervision Of 2nspector SEE ABOVE LEFT HORIZ: 1'-40• 1 NO. 0.,,�. ACCEPTED BY: -- ATE: �' '�► STREET IMPROVEMENT PLANS 12-St J !I'MC AL EN6D�IEBI FOR C !!A!M[>♦i 7 RAYRMONO A. CASEY vertical �+,� �` � Date TITLE S EET Date Completed a, �� IL VERT: 1'-4' N; cu R.C.E. No. C47736 Expihe 12-31-95 p_C.R. "D. 41888 EXII02 .G a-1H-96 103L T.7.II.S.D. (rR 1 VAT I; M.O. 92-96 Sheet 1 of 3 COVEH SHEE T FOR THEET IMP. PLANS - 145 iv. ef,/; PF: 9c9E, 14U3 21-uct 5j 03'. 33 PM / 92-96-1 1 � l 1 i T 1 1 1 t ; ;I , , t l 1 1 1 , -- - - s • , i fl I t t r ! I o. , t jL L , I G to L _ G � • � i a f 1 w 1 r r m 0 %, R-T-41"r, ; -___ y . 1 -_ ._ _... _- - __. _ - _ -- _-- --- _--- _. -._- -- --_ -- -- _- -- - --- -_ __. --- - - 1 r t[ r w t je 5 rs q*1^ 4_10�--- - -1 i i i t i 144 _ 1 , -- - - - - ji � itJ__'�Vl� t ' L -J A ; lot r , I I , r , r _ t i , I , r { A - --- V i - - - - { ; . t t t o. i 1 i a . , Q 1 r r 1 ! q s� O o ,c a�sa� t t , - t . . - - - - - -_ - - - - -- - -- - - - - �/ Apm 101 - r TT- 0+00 1+00 2+0 �r' 1'"� f�.��f° 3+00 4+00 a o 5+00 6+00 7+00 8+00 9+00 10+00 �E &x,�rvc ,0 .rc.�o.r,rs.�� v \)j (,� ' = �I•��,G' AA'/O GO,t�r;�lfCl f�//><ILr'/OL.t'f L'LittlC1� ° / CONSTRUCTION NOTES: A ATE., CONSTRUCT TYPE -A' CURB AND GUTTER (6' C.F.) PER STANDARD NO . 200 . Ale& 4W rZI- o AW.11V..0 'y ? TA DELTA/BEARING RADIUSS LEN. /DIET . TAOICENT I Q AMC /iW1&.00VAroWAAer! ,/LI.t/Js JO (v50 02l09'' Z5.00 27.50 /S..JB ® CONSTRUCT CURB SIDEWALK PER STANDARD NO. 400 AND 401 . I Q i11A/C,00ye0TE.r .4ro,#0 3 CONSTRUCT CROSS GUTTER PER STANDARD NO. 209A (W410), I I OWa. CVO, ,�SO.aD/ `,� � �r,rc. .c�sr�✓ass K B� 39 3Z ?3.Gt0 .'1G.9¢ ?p?j Q O CONSTRUCT ACCESS RAMP PER STANDARD N5. II �Q �% G fl.�; .s:d�f.33,,�•�»�,� © B8 /✓� /t PS Do ,��, ,.S/' 24. 25 O. 40 I I U" 0 8G'S7'S/" ZS.M 37. 95 ?3. 7/ 5 A.C . O do•,S9,_V t5� ?3 �t A.C . PAVING (SEE GENERAL NOTE NO. 9 IGs7 1 ar'al s� a I I owC Ln IV �a z,s xq V b I I • �,,� k� !��oe of���M•` ��!,� 4 IGO G Olt 7 , A — - — - _ --- F gB • ' N 77949'36•w x � L E ,�! y s `ti¢,� 551.95 DATA �_ � �_ _ _ DELTA/BEARING RADIUS LEN./DIST_ TANGENT ' . - -4 ` - , _ i F k/ A 300 00 ' 00' 272.00 142.49 72.80 ; e 280 a7'56' 111.00 55.79 28.cow x a 2J 4 0 26 --ce c 1156 47'53' 50.00 Io1.095 79.70 �' . i,.:• I I — I k UNDERGROUND SERVICE o *roal z �,C� M B' 50.00 .ZI ; ALERT E /905z'149" tea.00 11 3.75 67" hlICOLAS ROAD CALL; F 90000 *000 35.00 54.98 35.00 z Gf� 4 TOLL REE e 28° 47'57' 177.87 89. 40 45.67 41-800 H 309 00 '00' 300.00 157.08 80.38 �{► �- THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND Q ACCEPTABILITY OF THE DESIGN HEME'.Y1. IN THE EVLNT OF DISCREPANCIES ARISING AFTER CITY TWO WORKING DAYS 9EFORE YOU 010 APPROVAL OR DURING CONSTRUCTION. THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR __ j PPF9295�8D2 DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FDA APPROVAL BY THE CITY. CONSTRUCTION RECORD DATE By REVISIONS ACC'D BENCH MARK SCALE SEAL. I?yOFESSION Designed By Draw By Checked By r T C - Drawing No . Contractor �� o6Ea D.10 ,1� RECOMMENDED BY. —" (LATE: �/z2 `�' C 1 -F Y O r T E M E C U L A DEPARTMENT OF PUBLIC WORKS Horizontal e Plans Prepared 6nder Supervision Of --- -- m M ACCEPTED BY: -- DATE: STREET IMPROVEMENT PLANS Inspector HOAR i'-40' NO. Cn�36 a ALB E R T A SEE SHEET NO . P. 12-31- `� I �•L RAIN IP LAENGGII_NEEVEFH• FUR CI Y ENGINEER _ Vertical �44. c � E B 7 Date TT Date CompletedcALtF A S S o-� N I C O LA S ROAD VERT: 1'-4' ENGINEERING CONSULTANTS R.C.E. No.— _C47736 Expires 12-31-95 R.C.E. No._ 41�0 --_ Expire° 3_31-96 Sheet 2 Of - FOR: T.V.U.S.D. �� V�,TE� W W.0 . 92-96 RIVERSIDE SLUFFrkiNT RIVLR$1[A I Llf 1 1 t i f I + t 4 1 j 1 T tlo f 1 �' f w wow Vf [j ! 99- $7 PIT 501 a ' a ♦n w n o " tpl � sj NZ rN 1 r i w I i 1 { 1 l - -- I a , LL-L I L-A 1 w r 1 - - 2 . 1 ; n o w , fld . : p V . - -- - - - - - - - _ v - - _ - - -- - -- - - - - 1 - -- I I I I I t -- 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 z Al ZF' CONSTRUCTION NOTES. foe /Mp.PO!/E.s1E.�/rs ./L�Gt/O r�,�vr�,�•a,Qr �c o ^ �. I svivcyEsrE,� ,�ovo ��'N c 3f d L`f,/.4PiO,P,P,lL �y�Q�/ �G•�yOOL • Oi CONSTRUCT TYPE 'A' CURB AND GUTTER (6• C.F.) PER STANDARD NO. 200. I Qft/G. A10 8.404fD/ MO CONSTRUCT CURB SIDEWALK PER STANDARD NO. 400 AND 401 . I G7A. � 0 O3 CONSTRUCT CROSS GUTTER PER STANDARD NO. 209A (N=id). w�, Q G ,` ® CONSTRUCT ACCESS RAMP PER STANDARD NO. 403. I 1 Cl A.C. PAVING (SEE GENERAL NOTE NO.9 ) �` I 3 Q I Y CC Ev 55 1 � C�d� ,(G *7 3 •�•� N di'g2'p7•M 54 53 V I I p - ' m E � ae 70.00 ILL DATA ILI Q ^� DELTA/BEARING RADIUS LEN_/DIST_ TANGENT 6 5 O 0' 60 ,�, 61 l60.DD�10 Ir - 6 - A 24°34.58' 620.00 269.44 13 Co. b3 h 0 Y 6 ! 0 6D � fib• V) -� a 31°32'00' 572 .00 314.61 161.E r' ' A ` S C 26047'sb' 111 .00 5'5.71 2a.W h�Q� • 1 � � •:zo.00 � I f D 310 32'00' 626.00 345.G3 177 . 3r ' E 240 34*58 8 57Z.00 245.♦L 124. 65 F 90000 '00' 35.00 54.98 35.00 A H 350 13•♦9' 35.00 21 .52 11 . 11 ° I I 8350G 47%5 35.00 3 7.(r+ UNDERZ; OUNC SERVICE 310 • 600.00 ( I i 00 330.22 i69.41 r J ALERT K 24°34'58- 600.00 257 .43 130 .73 I RORIPAUGH ROAD CALL: 3Z'461 or" 50. 00 28. 4.7Z b TOLL FREE M B8"m' fe 545.00 55•16 �4.cv I i-800 422-4133 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY TWO WORKING DAYS BEFORE YOU DIG APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEF9 SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. PPF9296/80 CONSTRUCTION RECORD DATE DY REVISIONS ACC'D BENCH MARK SEAL. Designed By Drawn By Checked By SCALE Pplk D. Oh,( �- 'L'1 q� CITY OF T E M E C U L A DEPARTMENT OF PUBLIC WORKS Drawing ND Contractor ..`��o6EP D. RECOMMENDED BY: DATE: Horizontal h Q , Plans Prepared der Supervision Of Inspector SEE SHEET NO . 1 HDRIZ: 1'=40' No. C�7736 B T A - ACCEPTED BY: SATE: �L. hY L1 p. ,Z-„_ _ PRINCI AL ENGINEER FOR ITY ENGINEER STREET IMPROVEMENT PLANS •�� ' RAYM a} S OND A.CAS" _ Vertical � �'- � Date Completed � �ALIf - Date RORIPAUGH ROAD VERT: 1'-4' ENGINEER NG CONSUL AN s R.C.E. No. C47736 Expires 12-31-95 R.C.E. No. 41ff0 Expiree 3-31-96 � Sheet 3 Of FOR: T.v.v.s.D. (f'Ri VATE) w .0. 92-96 RIVERSIDE. BLUEVRINI - RIVERSIDE. CALIF 4• a ' i.. � �l1' v