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Lot 25 -Precise Grading - ParkingLot
I � . - F GENERAL GRADING NOTES PAVING NOTES WORK TO BE DONE 1 . ALL GRADING SHALL CONFORM TD THE LATEST PRDV I S I DN 1. MINIMUM PARKING LOT GRADE SHAL BE ONE (1.0) PERCENT. DF THE CALIFORNIA BUILDING CODE+ AS AMENDED BY THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO ORDINANCE 93-D4. 2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50 PERCENT. BE DONE ACCORDING TO THESE PLANS, THE CURRENT CITY OF 2. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION � TEMECULA STANDARDS AND SPECIFICATIONS, AND THE 3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADEPRECISE GRADING ' LANS STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT SURFACES PRIOR TO PLACEMENT OF PAVING/ TEMECULA AY DEPARTMENT OF TRANSPORTATION, DIVISION OF HIGHWAYS. ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBM I T A F I NAL COMPACTION REPORT FOR ALL FILLS 4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN TRACT23371 = 1 �' � OVER 1 DEEP. FOURTEEN (14) DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING TRACT 23371-1 PRIVATE ENGINEER S AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER SQUARE YARD+ SITE 3. A REG I STEREO CIVIL ENGINEER SHALL SUBMIT TO ASPHALT EMULSION SHAL CONFORM TO SECIONS 37, 39 AND 94 OF THEPARKING LOT' NOTICE T O CONTRACT 0 R S THE CITY OF TEMECULA S ENGINEERING DEPARTMENT STATE STANDARD SPECIFICATIONS. ALL CONTRACTORS AND SUB-CONTRACTORS PERFORMING A WRITTEN CERTIFICATION OF COMPLETION OF "� � WORK SHOWN DN OR RELATED TO THESE PLANS SHALL ROUGH GRADING IN ACCORDANCE WITH THE APPROVED 5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA GRADING PLAN PRIOR TO ISSUANCE OF THE DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL � � CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE BUILDING PERMIT. CERTIFICATION SHALL WORK WITHIN CITY RIGHT-OF-WAY. PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS BE TD LINE. GRADE. ELEVATION AND LOCATION OF 40 PROTECTED. ALL CONTRACTORS AND SUB-CONTRACTORS CUT FILL SLOPES. 6. THREE INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS, �q SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND ONE INSPECTION AT SUBGRADE COMPLETION AT BASE GRADE COMPLETION HEALTH REGULATIONS"OF THE U.S. DEPARTMENT OF 4. FINAL COMPACTION REPORT WILL BE REQUIRED FOR AND DURING PLACEMENT OF ASHPALT. 5 LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF ALL FILLS GREATER THAN ONE FOOT. TEMECULA INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS." 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE \ THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY 5. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL EXISITNG N.TS- WAY FOR THE CONTRACTOR'S AND SUB-CONTRACTOR'S RECOMMENDAT I DNS OF THE PRELIMINARY SOILS UTILITIES. THE CITY SHALL BE INFORMED 48 HOURS PRIOR TO \ \ COMPLIANCE WITH SAID REGULATIONS AND ORDERS. INVESTIGATION BY LE I GH TON AND ASSOCIATES BEGINNING OF CONSTRUCTION AT (909) 694-6411. /_ VICINITY MAP �� � CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME DATED JUNE 10. 1999. TWO SETS OF THE FINAL 8. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95 PERCENT C 0 N S T R U C T I 0 N N 0 T E S SOLE AND COMPLETE RESPONSIBILITY FOR JOB-SITE COMPACTION REPORT SHALL BE SUBMITTED TO THE COMPACTION OF BASE PRIOR TO CALL FOR SECOND INSPECTION AND A r --\ CONDITIONS DURING THE COURSE OF CONSTRUCTION OF ENGINEERING DEPARTMENT WHICH SHALL INCLUDE PLACEMENT OF ASPHALT PAVING. i � THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND FOUNDATION DESIGN RECOMMENDATIONS AND a1 INSTALL TYPE 'D CURB PER CITY OFT STD PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CERTIFICATION THAT GRADING HAS BEEN DONE I N 9. COMPACTION TEST OBSERVATION OF SUBGRDE OR BASE ROCK GRADE SHALL ..:,---<,.1..;�. .A DWG. 204. (6'CF).................................................................1366 LF CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING CONFORMANCE WITH THE RECOMMENDATIONS OF THE BE COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER AND THEX / r;; -777!7-1_4`_ v� ' HOURS; AND THAT CONTRACTOR SHALL DEFEND, INDEMNIFY PROJECT INSPECTOR. ALL GRADE INSPECTIONS WILL BE IN CONJUNCTION -.-- I � 2 CONSTRUCT CONCRETE CHANNEL PER DETAIL HEREON.................... 33 LF AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESS PRELIMINARY SOILS REPORT. WITH OR PRECEDED BY COMPACTION TESTING. ;�,f !�, y :, ! •ti '�_ .,:• EA FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN .Fr 3 MODIFY EXISTING INLETS PER DETAIL HEREON 3 CONNECTION WITH THE PERFORMANCE OF WORK ON THIS 6. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING ''�'" ; , ::::'� I � � """"""""""""" 10. FINALE PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED TO -� F DEPARTMENT AT LEAST 24 HOURS I N ADVANCE :.. •,. ..�,... �: �- �, PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE THE DIRECTOR OF PUBLIC WORKS FOR APPROVAL A MINUMUM OF TEN DAYS ',r -= *a, =i:°= J� q INSTALL 3 AC OVER 4 AG BASE WITHIN PARKING STALLS AND 172 TONS NEGLIGENCE OF THE OWNER OR ENGINEER REQUESTING FINISH LOT GRADE AND DRAINAGE PRIOR TO PLACEMENT OF BASE MATERIAL. THE DESIGN SHALL ADHERE TO `� '' - ;. ::"i'::y:. ~: I w - t 0 • INSPECTION. THIS I NSPECT I DN MUST BE APPROVED :..:,�. ,� ::: ►: "-= -i 4 AC OVER 6 AG BASE IN DRIVE AISLES. MATCH TO EXISTING., .......129 CY THE METHODOLOGY SET FORTH IN CHAPTER 600 OF THE CALTRANS HIGHWAY X - �''� .... ;' ' : _�` w_... OR" `7. ::i• _ '�"r�" '• •-f � THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY PRIOR TD BUILDING PERMIT FINAL INSPECTION FOR DESIGN MANUAL AND UTILIZE THE 'R VALUE METHOD. THE "R"VALUE 1 •��':: : :: .:�;w� .,N :::.. ` i _ ;�. ��.. 5 REMOVE EXISTING CURB.........................................................1160 LF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE EACH LOT. TESTS SHALL BE CONDUCTED IN ACCORDANCE WITH CALIFORNIA TEST - f-a °' . :"'' �� -* �. ;;: ................. f �o �. :.:. . . ,. ''Js PLAN A Y NO. 301 AND SHALL BE PERFORMED BY A REGISTERED CIVIL ENGINEER. :�,.- $" .....•. ;; €... •• ' '�:::: [ S RE OBTAINED B A SEARCH OF THE AVAILABLE ENGINEERING DEPARTMENT PHONE. (909 )694-6411 •' �� •-.- : -- 1 f° ___ REMOVE EXISTING LANDSCAPE................................................3988 SF .... ,, :;� . :,� , .:;:- _F m 6 RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY THE NUMBER AND LOCATIONS OF THESE TESTS SHALL BE SUBJECT TO -:;.;r., .. a :,,�, .f l•.:: - APPROVAL BY THE DIRECTOR OF PUBLIC WORKS. • '--•, .. ;: . , AST THE A T T F S S • j. f�, �,, r�a ,... 0 EX C LOCA ION 0 AID LINE NOR FOR •� -,� ' :; *: -,. 7 RELOCATE PARKING LOT LIGHT................................................ 2 EA T. NO FILL SHALL BE PLACED ON EXISTING GROUND 1l rpt .y f �.?, Q UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE J,'.,.-. f h l 2 y•:i _.. - .. .- .. .. .. .. .... . � � ..... .............! .,�.. I I ,0 1I--," 1 ---- _�-1. I ,� %.,., i I, r--% ..*. I le e-A.,.,.," i '� h, ",-, 1�- �1-I� .`7,:`1:,1 1 1 t I � -'. - . n,;,',� % I " .L 11 , ,; .'".' - - - .. * .. 4P i 11 ..... ! :�-,t ,-� .,I �), �,. ,I , I-4 ,.v,r��j 'I-,.,- J .. . - I I.�t S � . f . CP �, t , - -j �11. .. ......;i ... e I ... 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SET FIBERGLASS Vertical EDWARD MICHEL OTICAN -.� TRACT 23371-1 %J>t CIVIL _-. -_ 9 Date Cmpttlld WITNESS POST I.O'WEST OF MONUMENT. 4 46804 �_ PARKING LOT REVISIONS I Or cwf R.C.E. No. Expires - .J"9 ' " " " '" 0 & , - - - - - - - - - - - - , , * - - , I , � , , I, * I , , , - �' , - � , , , , , * " * * , , , * . -- --I -- _11111. ----- N- , , %� , - -- --1 - � -- � -- I � I A I _ -1 I - -_ r 1-11,11,11! - - - -`�_ , , , __ ,� "" "�, ��,,�,_-, ��`-� _",�� "." " ,_�_, � _ ,V,-, � ",:, "��') �", 'i � - I . �1_ , I I I,- -1 I 11 , , , , ' 1230 i � I.-__-� ?� ; �' ': ' TC L.,O- , tc'J123 1-_O � � , , . . / _", - - . ! , ELEVATIONS 1128.410 (ADJ.9-13-82) N/A R.C.E. No. 19744 Expires & Sheet 2 of 3 1 - ..----... ---.---.- () Gi\d-13194\194pgdO2.dgn PLOT DATE: 06-MAY-2002 JN 13194 1 ... ... . . ..... .... .. . . � - . . . . . . I . 7 - , : : : : - , f *4 t I 1. I ,0 f\ i I t 'I -,,� 11 I 17�, I ,I `�� i '. 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I I,% ? , -7L V( il- -- L . 1230.5 . I % --I.--1---- -- , . . . . W . 0 S . . . . ., : : - - : - : : : . - - I - � _4-,"..'r 11 � I '... I I -t ; , � %,11 � % I 1. . t... ,,.,-, ; .1. ,� _--, I . . Z' - . 41,". . : : : r : : (� 9 571,t ,I I I . . I , , : � : I , I . J, - .,-4 , ' * ' I 41,�, i � I . .. . I .. I . ,�. j I � ... .. k ; . I -- �% . " 4 . I , . . 1�_ �� . I ...� . -- * I : -, . ,,�, ; �I Cm �'. t . . , � i . . ; I --- I , . - t . - i", , : : �, - : .,� ,; I I i�' I �. * f I I . I - _ _.. - 1. � . I . t,p 4 , @ MODIFY EXISTING INLETS PER DETAIL ON SHEET 1. * ., � - - -''-"^ -_ - ---_. Z i ) I , (AMM16 T0 I --- .4.!� I,----- - .� - . . � '. .... ... . ,� , � 1. I ;% I .. I .I . ,I . : :';. . . _J.. . : . . .,� , I � I ;� . .. .. . , __ I , - . "',- : : �:- * * * -" I �I . y . .. .. - .. ----- I . ., . - @ INSTALL 3,T AC ON 4"AG BASE WITHIN PARKING STALLS AND 41'AC � I I I: I . - 1-1 * 1 , , ; t � .111.`�.; _� . I - : '. q..,�t , - - , ., .,,,' . 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PROTECT IN PLACE. t,P st- / 1. 435.44 TC,5\ -__�� -' - * I " ,;�3 -7L t` 4 tt t ;%t :t I ------ - 1. . * ..� i t ; .. - , - I . I: I I I I -,- -- ---% I.- i -� * . � , . . L . - , - t . �� ,: ,j - I 1. - 1233.5 *. .Z---.. " . ; i � ... � . -,- . ----- , � t 1. -_ ---_..., % . '. � f, f 11 ..' ) � , I- I I I" 1. *. L I , . .. .� . �. -" % I/1� 0 - I 0 , ,; --------� : _,�4. ".. i .1 I � 1. --- ...._-- .. I , , '.1�. I * Cp I I i :. I . 1"1229.25 TC ......"I:.. I . '. 2 1 1. �. . --- . .. . . '. '. 1. *1 . k, ______2 . , . in �, k--, I,, .4 , .. t� 0 @ INSTALL 40 PCC SIDEWALK PER CITY OF TEMECULA STD. DWG. 400. �.. __/_ XX , ; 1. I I ; I C zm , , I , . . . a .0 1 ��'.I . \,_� , . 1 . .0 , . i I :� . . :4 0 � 1 ,.�_ .) t 1. t . ". .11. 1. '. CP I :I I . ; I , _�i - '. .. 1. .. ' I - , , " '. .. . .. .. '. 'LA I... . .N I : , � '. I _...- 1, -" 1. i I 11 .. .. .. .. ,..,.,. 1, I __ --I t . . , I I I " z : -1 __, i. -1-- , * I '. I - I . , ffl3m m_ 1235.0 C 35.64,- . 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EXACT LOCATION OF EXISTING RICK ENGINEEWM COMPANY 100-227-2600 UNDERGROUND FACILITIES IS PRELIMINARY &m Map mmm& ormp rhoenix TUC@= UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO - - Callat least 2 working days prior to excavating. VERIFY IN FIELD. - CONSTRUCTION 223 University Ave.,Sb.240-RivetWK CA 92507-3418-("782-0707-FAX (M)78243723-WWWjk&fflg.001R .... . - - � 9 DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL. oms/ Designed by # Drawing No. CONSTRUCTION RECORD SCALE V" EMR Y:- - .Id�lo DATE: COUNTY OF RIVERSIDE B.M.T-29-81 CW-L RCO RCO - I 6171-4lez- CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS .,- I 2-1/"e BRASS DISK IN CONCRETE CYLINDER, Horlzonta I a . 46SC14 .IV, P ns epared Under Supervision OfContractor - . 0Z I IN THE NX CORNER OF THE INTERSECTION I W 7- Y: DATE: _� . OF RANCHO CALIFORNIA RD.WITH MARGARITA 1'=20' Exp.6-30-03 Z, 01, . PRECISE GRADING PLAN S I RD. 1.0'EAST OFA 7.0'C.L.FENCE,40'NORTH 6 - Date - </,*,,�Z7 RONALD J. PARKS --- Inspector I OF P.P.(NO NUMBER),94'NORTH OF THE CENTER * 14 EDWARD MICHEd. R-ATICAN & -1 DEPUTY DIRECTOR OF PUBLIC WORKS TRACT 23371-1 1 LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical CIVI\V. - .� I 9 Date Cmptt'Id . - -- WITNESS POST 1.0'WEST OF MONUMENT. N/A or CAof OF R.C.E. No. 46804 Expires R.C.E. No. 19744 Expires PARKING LOT REVISIONS Sheet3 of 3 m ELEVATIONS 1126.410 (ADJ.9-13-82) . I . : , 1 I I 4 .4j , � .. . : : V � k A,- � � �, !, IK X xt__� � , - I e � _4 1 � el .-�=��f , Gi\d-13194\194pgd03.dgn PLOT DATE: 06-MAY-2002 JN 13194 � �