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HomeMy WebLinkAboutLot 165 - Precise Grading PR CIS GRADING - GRADING NOTES PLAN-1 PRIVATE ENGINEER' S NOTE TO CONTRACTORS I. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, ALL CONTRACTORS AND SUB-CONTRACTORS PERFORMING WORK SHOWN ON OR CHAPTER 70, AS AMENDED BY ORDINANCE 457. INTERIMRELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATION SO THAT ALL O EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE - IX. PROTECTED. ALL CONTRACTORS AND SUB-CONTRACTORS SHALL COMPLY WITH DRAINAGE SWALES SHALL BE A MINIMUM OF 0. 2 DEEP AND BE THE OCCUPATIONAL SAFETY AND HEALTH REGULATIONSO OF THE U. S. CONSTRUCTED A MINIMUM Of 2' FROM THE TOP OF CUT OR FILL TEMEKU 0 CLUB •DEPARTMENTOF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF SLOPES. INDUSTRIAL RELATIONS 'CONSTRUCTION SAFETY ORDERS. ' THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS 3. MAXIMUM CUT AND FILL SLOPE - 2st. AND SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. 4. ALL GRADING SHALL BE DONE UNDER TW SUPERVtSIOf OF A CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE COURSE OF BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION CONSTRUCTION FOR THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS REPORT FOR ALL FILLS OVER I ' DEEP. AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND S. A REGISTERED CIVIL ENGINEER SMALL SUBMIT TO THE CITY OF NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR TEMECULA'S ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. EXCEPTION FOR LIABILITY RISING FROM THE SOLE NEGLIGENCE OF THE CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND OWNER OR ENGINEER. LOCATION OF CUT FILL SLOPES. S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND GREATER THAN ONE FOOT. UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER ASSUMES NO T. ALL GRADING SHALL BE DONE IN CONFORM)><NCE WITH RECOMMENDATION OR AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE OF THE PRELIMINARY JOILS INVESTIGATION BY OWE% GND1IGMMILRL CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND DATED r9AV4 TWO SETS OF THE FINAL COMPACTION IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT EXACT LOCATIONS OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND SHOWN HERON, AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES. CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDAT I ONS OF THE PRELIMINARY SOILS REPORT. OW ER DEVELOPER B. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT MARGARITA VILLAGE RETIREMENT COMMUNITY, INC. LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND 27555 YNEZ ROAD, SUITE 202 DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TEMECULA. CALIFORNIA 92591 TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. (909) 676-5641 PHONE• (909) 694-6411 LEGAL DESCR i PT 1 ON 9. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND PORTIONS OF LOT A. LOT C AND LOT D OF TRACT 23371 -1 AND PORTIONS HAS BEEN CLEARED OF WEEDS. DEBRIS, TOPSOIL, AND OTHER OF LOTS W AND LOT 14 OF TRACT 23371 -3 OF PARCEL MAP 21884 FILED IN DELETERIOUS MATERIAL. BOOK 152, PAGES 22 THROUGH 31 OF PARCEL MAPS IN THE OFFICE OF THE 10. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION Of COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA. PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. BENCHMARK COUNTY OF RIVERSIDE B.M. T-29-81 11. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED 2V/ ' BRASS DISK IN CONCRETE CYLINDER, IN THE N.W. CORNER OF THE METHODS. INTERSECTION OF RANCHO CALIFORNIA ROAD, WITH MARGARITA ROAD. 1.0' EAST OF A 7.0' C.L. FENCE, 40.0' NORTH OF P.P. ( NO NUMBER), 94.0' 12. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NORTH OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. SET FIBERGLASS NOT LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET. WITNESS POST 1.0' WEST OF MONUMENT. 13. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE ELEVATIONS 1128. 410 (ADJ. 9-13-82) FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. t 14. APPROVAL OF THESE PLANS BY THE C 1 TY OR ITS AGENTS DOES NOT ESTIMATED GRADING QUAINT I T I ES RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE I. ESTIMATED GRADING OUANTITIES SHOWN HEREON ARE FOR PERMIT RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE QUANTITIES. APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO ' THE CITY ENGINEER FOR REVIEW AND APPROVAL. - 2. ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE GEOMETRIC FOR WORK WITHIN PUBLIC RIGHT-OF-WAY ONLY. VOLUMES AND DO NOT ACCOUNT FOR LOSS DUE TO SHRINKAGE OR COMPACTION. ESTIMATEDEXCAVATII C.Y. PAVING NOTES ESTIMATED EMBANKMENTS I C.Y. I . MINIMUM PARKING LOT GRADE SHALL BE ONE ( 1.0) PERCENT. ' 2. MINIMUM GRADE FOR R I BBON DRAINS SHALL BE 0.50 PERCENT. QUANTITY ESTIMATE 3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SLAVE � ITEM QUANTITY• SURFACES PRIOR TO PLACEMENT OF PAVING. � ,,b ROCK BASES RDCK PAYING 1.090 C.Y. 4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN ( 14) DAYS FOLLOWING PLACEMENT OF THE ASPHALT A.C. PAVEMENT (3' THICKNESS) 188 TONS SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER SQUARE YARD, ASPHALT EMULSION SHALL CONFORM TO SECTIONS 37, a, P.C.C. CURB S GUTTER (TYPE A-6) 120 L.F. 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. 2 X 6 REDWOOD HEADER 200 L.F. S. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF ` TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT FOG SEAL 10.460 S.F. PERMIT FOR ALL WORK WITHIN CITY RIGHT-OF-WAY. .' PROTECTION POSTS 3 EA. 6. TWO SPECIAL INSPECTIONS ARE REOUIRED BY THE D£PARTMENT OF PUBLIC WORKS. ONE INSPECTION AT THE TIME THE BASE IS PLACED SAW CUT S REMOVE A.C. BERM 136 L.F. AND THE SECOND WHEN THE A. C. HAS BEEN PLACED. • OUANTITIES SHC>tIN ARE FOR PLAN CHECK AND INSPECTION FEES ONLY T. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE AND ARE NOT TO BE USED FOR BID OR PAY OUANTITIES. PROPOSED WORK AREA. AND RELOCATION AND COST OF ALL EXISTING UTILITIES. THE CITY SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION AT (909) 694-6411 . B. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 9S PERCENT COMPACTION OF BASE PRIOR TO CALL FOR SECOND �CD.lECT INSPECTION AND A PLACEMENT OF ASPHALT PAVING. To 6frE 9. COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE SHALL BE COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER AND THE PROJECT INSPECTOR. ALL GRADE INSPECTIONS WILL BE IN CONJUNCTION WITH OR PRECEDED BY COMPACTION TESTING. . n�v Underground Service Alert - 79 cmn Cal I: TOLL FREE TA N 1 -800 TO w"Dow 0 422-4133 - WRICK ENG CCWAW V MLP WAS 3050 rn r coW Ave" N.T.S. TWO WORKIM DAYS BEFORE TOV DW _ Su 1 to 100 R I vers I w. CA 9230? 0") tel-0"7 � -rPj Z53'/7-8 PA 95-0030 J CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE VOEss, DESIGNED BY: DRAWN BY: CHECKED BY: DRAWING NO. s ".w RECOMMENDED BY DATE: 's CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS CONTRACTOR HORIZONTAL ti R+� , PLANS PREPARED UNDER SUPERVISION OF ACCEPTED 8Y: DATE: � 'II1� INSPECTOR AS SHM E,�_6->0-� T EME K U COUNTRY CLUB VERTICALDATE: " y PRINCI@CL ENGINEER, F CITY ENGINEER DATE COMPLETED .t?'rE QcryE WARo M. RAT An RAYMOND A. CASEY PRECISE GRADING PLAN R.C.E. N0. 46804 EXPIRES. 6-30-95 R.C.E. NO. 4NO EXPIRES= 3-31-96 INTERIM PARKING LOT SHEET I OF 2 /usr/projdot3/dove/1859rd1.dgn DATE: 09-MAY-1995 J.N. 12185C i I • � �' / �00 Jf ,• \\ /� IT AW L t000 0, r " '4' em o doe ZAAle Aq 10-1 3 17.A ter ' so •� 0000- Ito F. I q. •�°si/ I -,ZL. y •3b ` E'�' , 4 �'f �. v D' �o q�r►o C a a O c ' T. Emo -oF RG. Prt►vsMLN ' b 20 _ i —�- .. . cet�TA„� At .� r-S loe � • � �. ,� t 90 N.e � � y- �.vsusT .. s ,�• �Tt � 1 • •, � � �, _ � f a,, •t`e t)�� � Gvwao Po�'J Cs 0.1►O a -_ . h • � _-.•, �oX • . 40, -1 C' QpV� KENT F'ltrrl{..tM C EE..QR1v��p. ovelk to" GLt►ss2©+�sE 0S. • . . .- ' � �. �ISTRLI'R-I {�.9�` � -- . U'1���1 �� � -� . . -. �Mp�OvE K EN'T PI'!>''Nf 3• ; � xo 3 Srop •s:r...l •r r .. . � , �+� � TRh�T Z,40-3-11 —1 s�E E NE.OJ FE*aC,E t ' ILY _ . . . Lc� _ � > : •: >.' Cas�r�ucr Dc palrss�fl EX/ST. FE�/G� R rJ' ,ptWA1K PARA 12 OP.7604%Q14Y 1-or- THIS ?JA N .•� - ,_�'+' - _. &RAosm b T'"Ijb FoIZ Ta^e-'T' CAUTION! 11 Rd Ne yD C'-oz/rOJQNm ;TOAD I r� P t�oA Its c,♦r�E,,rr ' 23u 37f As Abr+►Ent'TCn 4>N • EXACT LOCATION OF EXISTING ea IT REo-,tRe-z b9 • , f• ,4- 19-95 & A F=«D 5w Rvey a UNDERGROUND FA I L t T i ES IS '43, RE H or E W (=0�, rJoltrt t 41 FI- fog Z %LOT F�c�D SMt�T: •f4 .1) UNKNOWN. CONTR CTOR TO Ex�sT�wG FcRtCE ° �vO�+c i�:�,.� 'morr,iAy VERIFY I N F I EL V7 Re Fara, To S''•aErr L*+ptv�IEKER3�- • � � � . 'PL•A►ws moa .Tai�c•.T 23311-I I3S +O0.93 'ZAMC Vk0 1'Cpt�oaw%A RDAs 5 I*, v�L1G i.}t%tt•ry► EASE- r°a�crs �, 1 MEk1•rS FA 1ST Co e_ I'uTM 'To R C�-+A 1►J t Q.0 32 SCALE r = 201 ,-aE c �.rE r+u ku _ roiR ' .> 20 0 20 40 60 �LaTT 1 N /�� �RICK ENGW=G COMPAW ' �, age �_�►• t �a«r E� «.S M E ► Soso M 1 COW AvenuN �� c�' �. � '� :F iJ v aa<k iLc)m?NGT c D N suite yprtq'— pA2, K�NU • l.� �i• � R1vers1ds. CA 112,307 to"? ft2-TIV? *A,-. ���`Y 'bAs1fv6rtW'EECiat i�o•e: i►. Loco= � GT oM :s wOaRT�b+�1 PA IM_ 0030O NTS t11 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH DARK SCALE fESSrq, DESIGNED BY: DRAWN BY: CHECKED BY: DRAWING N0. RECOMMENDED BY DATE: 5 4 hs- CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS CONTRACTOR , _ HORIZONTAL y '�+.� Q .neo. PLANS P PARED UNDER SUPERVISION OF NSPECtOR SEE SHEET t Evros-3o-9s d5iACCEPTED BY: oATE: s TEMEKU COUNTRY CLUB DATE: �Q"�� PRINC AL ENGINEER. F CITY ENGINEER PR , f: oAr� tti�Et�O VERTICAL �,rE � �'� E�wAWI> M. RST �N - RAYMOND A. CASEY EC I E GRADING NG PLAN • a ,f R.C.E. ft ExPIREs: s-3o-9s R.C.E. W. 4"0 Expw 3-31-S INTERIM PARKING LOT SHEET 2 OF 2 1 /uar/pro)dat3/dove/195prd2.dpn s ! ' -- —� •. -- -- �R 2337/-8 DATE: 09—MAY-1995 J.N. 12185C - - L i