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HomeMy WebLinkAboutParcel 1 Precise Grading GRA DIN6 NOTE'S l �J, ALL GRADING SHALL BE OON� IN CONFORMANCE WITH RECOMM�NRAT�QNS ' 1. ALL GRADING SMALL CONFORM TO THE UNIFORM BUII.DINO COpe, CHAPTER 700 EARTHWf�R�c' Q4LA T/ SLoEGEND . � of THE PRELIMINARY SAILS INVESTIGATION PY v/ 7�ch� iN�. AS AMENDED BY ORDINANCE qa7. � � NOIE.' �/1E Ham✓' .d'�'�N �f'O�/Ch! G.PNIJEO ��'fi' DATED TWO SETS OF THE FTNAI. COMPANION REPORT SHALL ,q,t/ 96+/p, ,oqD s�ti�,QE' CON,�'��PUC�'E-� r0 6E SUBMITTED TO THE ENGlN�6R/NG KPARTMENT WHICH SMALL �. MINIMUM BUILDING PAD AND DRAINAGE SWAL� SLOPE SHALL OE A 1% IF CUT ;,,. Vood Ti,�E ��90 G.P90E.s' S'�Gs��' .y�'�Eo�v. rv�s � �X��� l�ay��p« INCLUQE FOUNDATION DESIGN RECOMMENDATIONS ANQ CERTIFX�ATIQN OR FILL x8 LESS THAN l0', 2% IF CUT OR FALL IS GREATER ,THAN l0' . � �a� �L�9rli REp�4�1'e:'NTS' 7'HE �`"��vE Q�h'O��'}'G �'���fE� �'w'��� THAT GRADING HAS BEEN DQNe IN CONFORMANCE WITH THE RECOMMEN- DRAINAGE SWAI.ES SHALL BE A MINIMUM OF 0,2' DEEP AND Oe GON�TRUCTED E n T C TQP Off' CUR<9 DATIONS OF THE PRELIMINARY S01LS pEPORT A MINIMUM OF 2' FROM THE TOP OF CUT OA FXI.L SLOPES. n���cr �r�' ---►- S//4'ET FLOW 22. A REGISTEREQ CTVII. ENGINEER OR LICENSED LAND SURVEYOR SHAI,I. 3. MAXIMUM CUT AND FILL SLOPS = 2: i gSUBMIT CERTIFICATION OF BUILDING PAD EI.�VATION. WHERE SPECIFIC .�0',f,90I EX/,57. E'zEv�9>/ON,y` ELEVATIONS ARE REQUIRED, THE ELEVATION ,(WITH RESPECT TQ MEAN 4, PROVIDE 5' WIpE 8Y i' HIGH BERM OR EQUIVALENT ALONG TNS TOP OF ALL � S/M 5/44/GA9 SEA LEVEI.Y SHALL BE GIVEN., IF AN ELEVATION WITH RESPECT TO AD- FILL SLOPES OVER 5' HIGH. N6l�/ A•G. JACENT GROUND SURFACE IS AEQUIREQ, THE �CTUAL DISTANCE ABOVE • '�. `�� � W� THE ADJACENT GROUND SHALL BE GIVEN, 5, ALL GRADING SHALL 8E DONS UNDER THE SUPERVISION OF A COMPETENT II ., - - .- SOILS ENGINEER WHO SHALL CERTIFY THAT All. FILL HAS BgeN PROPERLY W �W� 'v` TOS TQC OF ,y'4OlJ�' PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPOR7 FOR ALL FILLS II`��gll OVER 1' DEEP, S/TE AREA CALCUL.ArIONS 6, A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO TNS ..ENGINEERING .. . . vliclNlT Y mAp TOre X/TE aa.6O0 961, FT. DEPARTMENT WRITTEN CERTIFICATION OF CQMPLETION OF ROUGHGRADING IN BUIUIN6 MER 61?60 N. �T. ACCORDANCE WITH THE APPROVED GRADING PIAN PRIOR 70 ISSugNCe OF THE ELEVATIONBUILDING PEAMxT. CERTIFICATION SHALL 8e TO LINE, GAApE, 170 socy/0 PARZING AREA 9. 945 W. FTS PL4V690UNb AREA10o 12 5 .PQ. FT. AND LOCATION OF CUT FILL. SLOPES. MIYOLANEOW ARGA 8,270 SQ. FT. 7, PROVIDE A BROW DITCH, DESIGNED TO HANME 104yr 0 STORM FLAWS, ALONG TOP CUT OF A SLOPE. PAWNG NOTE'S a. FINAL CpMPACTION REPORT WILL 8E REQUIRED FOR ALL FILLS GREATER THAN, ONE FOOT. MINIMUM PARKING LOT GRADE SHALL HE i%. � 9. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING OEPaRTMEMT MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.35%. AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GAApE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO � AN APPROVED 50IL STERILIZER SHALI. BE USED ON 1 BUILDING PERMIT FINAL INSPECTION FOR EACH LpT, PH0N.E:(714)694,6400 - ALL SUBGRADE SURFACES PRIOR TO PLACEMENT OF,, PAVING. 10, CUT SLOPS EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGNT AND FILL, i ASPHALTIC EMULSION (FOG SEAL) SHALL 6E AP- SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHAI.I. BE ••..,;, PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE BI,QRE FRpM EROSION PLIED NOT LESS THAN 14 DAYS FOLLOWING PLACE- AND INSTABILITY IN ACCOHQANCE WITH ORDINANCE NO. 457 PRIOR TO THE MENT OF THE ASPHALT SURFACING AND SHALL BE APPROVAL OF FINAL INSPECTION. APPLIED AT A RATE OF 0.05 GALS. PER SQUARE day YARD. ASPHALTIC EMULSION SHALL CONFORM TO � i1. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTII. THE GRQUND HAS � SECTIONS 37, 39 AND 9a OF THE- STATE STANDARD, BEEN CLEAREp 0F WEEDS, DEBRIS, TOPSOIL, AND OTHER OEL.eTeFiIQUS SPECIFICATIONS. M'ATERIAI.. O � THE SUBDIVIDER OR CONTRACTOR SHALL APPLY ?0 THE carr >f r��cu�A EN��NE��N� D�PAR7MENT FOR AN 12. IF STEEP SLOPING TERRAIN OCCURS UPON WHISH FILL IS TO 8E PLACED, b . ,.,, ,, h XT MUST �� CI.EAREO, KEYED, ANO BENCHED INTO FZF�M NATI�RAI. WIL FOR N •.,.,., ��' `M ENCROACHMENT PERMIT FOR ALL WORK WITHIN THE, FULL SUpRQRT. PREPARATION SMALL BE APPRQV�p 8Y A REGIST�A9p SAILS .• ;; , �h � CITY RIGMT OF WAY. ENGINEER PRIOR TO PLACEMENT OF FILL MA7,ERIAL. � TWO SGEN�ERING IN5PECTIONS BY 13. DURING ROUGH GRADING OPERATIONS AND PF�xQR TO CUNSTRUCTIQN OF PEAS .� EN HANENT DRAINAGE STRUCTURES TEMPORARY QHAINAGE CONTHQI. SHgUP BE TION AT THE TIME THE BASE I5 PLACED, AND THE pRgVZpEQ Tq PREVENT PQNQl.NG WATER AND DAMAGE TO ADJ��gNT PROPERTI95, � SECOND WHEN THE A.C. HAS BEEN PLACED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TH� 14. DUST SHALLBE CONTROLLED BY WATERING QFCOTHER APPHUV�Q HEINOUS. CLEARING OF THS PROPOSED WORK AAAA, AND RE- 15, ALL EXISTING DRAINAGE COURSES ON THE PROJECT. S;t7E MUST GONTINUE TO. LOCATION AND COST OF ALL EXISTING UTILITIES. � c FUNCTION, ESPECIALLY DURING STORM CONDITIONS, fROTEC'fIV� MEAaUKS THE CITU SHALL BE INFORMED 48 HOURS PRIOR TO BEG�tNNING OF CONSTRUCTION AT (714) G99-�o400. AND TEMPORARY QRATNAGE PRQVTSTONS MUST p� U5E0 TO PRO7�C'f ApJU:TPJXNG PROPERTMS DURING GRADING OpERATIONS. A COMPACTION REPORT 8Y A SOILS ENGINEER SHALI. �6. STABILITY CALCULATIONS WITH A FACTOR OF A LEAST ONE AND FIVE TENTH 4N% • /� 3s. CERTIFY 95% COMPACTION OF SASE PRIOR TO CAI,I.T � IMG FOR SECONDINSPECTION ANO PLACEMENT OF (1.5) SHALL �� SUBMITTED 8Y A SpYLS ENGINE ` ER TO THE L�JGINEERING� , DEPARTMENT FOR CUT AND FILL SI.AP�S OVER 30' IN VeRTICAL HExGHT. V � A.C. PAVING. o � / 17. EROSION CONTROL: ALL GRADED SLOPES SHALI. OE PLANTED WITH ROSEA ICS PLANT AT 12 INCHES ON CENTER OR ANOTHER APPROVED GRQUND COVER. SLOPES BENCHMARK OVER 15' 1N VERTICALHEXGNT, IN ADDITION Tp GROUND COVER, SHALL BE � SHAl.LPLANTEB�WITH pI.ANTEI�RATEDOrflONSGENTERSs, OR TR��SQM20NAONpC�,NT�A�pCOMSHRUBS ACROSS THE STREET FROM HE FORMER P 3TROFFI E BUILDING (CIRCA 979H 9INATZONS. �5' ON CENTERS, SLOPES OVER A" IN VERTICAL HEZGHT SHALL PRESENTLY A PORTION OF THE RANCHO CONSULTANT`OFFICE) AT A RESTAURANT HAVE PERMANENT IRRIGATION SYSTEMS WITH QACKFLOW PREVENTION DEVICES � BUILDING (THE FORMER FIRST NATIONAL BANK) IN THE NORTHEAST CONCRETE PER U.P.G.. CHAPTER 10.r. I� WALL, 1.5' NORTHWEST OF THE EAST CORNER OF A DOOR COLUMN A7 THE EAST / CORNER OF THE BUILDING 2.3' ABOVE THE FIRST CONCRETE STEP, A STANDARD M � ED ELEVATION 10aS.ss1. 18. FINISH GRADE SHALL 8E SLOPED AWAY FROM ALL EXTEHIOR WAILS AT N07 LE.�S, Q� DISC STAMPED J-63 1927 AND SET VERTICALLY. ADJUST \ l� ADJUSTED 1970 RIVERSIDE COUNTY 600.7-68. THAN 1/2 INCH PER FOOT FOR A MINIMUM OF 3 FEET. • �"" � TEMPORARY BENCHMARK: AT THE CENTERLINE INTERSECTION OF YNEZ ROAD AND !9. NO OBSTRUCTION OF FLOOD PLAINS QR NATURAL WATER COUR5e6 SHALL BE WINCHESTER ROAD-STATE HWY.79,FLUSH ON THE PAVEMENT NEXT TO A 2"BRASS PERMITTED DISC MARKED"CALIFORNIA DEPARTMENT OF TRANSPORTATION YNEZ-WINCH". P.I. ELEV. 1053.18. 20. ALL PROPERTY CORNERS SHALL. BE CLEARLY QELINEATEp IN TMS FIELD PRYOR,' TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING, /. CN N W SPECIAL NOTES . PEEP ROl/G'H CRMO/NG PCHN .p•�E.��REo SOURCE OF TOPO. EyG/N�'ERi�G f"OR Pit/ 96'/O BOG. iYO. ?Z0994 1. "APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT ------ � RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS ., SHALL BE PROMPTLY SUBMITTED TO THE CIN ENGINEER FOR REVIEW AND APPROVAL." .L , gar 2. NO WALLS ARE TO BE CONSTRUCTED PER THIS PLAN. ALL WALLS ARE BY ft 438" * SEPARATE PERMIT. saiL,s EldlG/NE'VE'R r�C�,; NQ, REVISIONS: APPR. DA TE PREPARED UNDER THE SUPER lON OF.' PREPARED BY CITY OF TEMECULA c�9700+Q ��9 A� Y0�9S' ,y'1�'C`F� SHEET f(//1� 147Y aA 946490 I R6V/3/0N5 TO 94a"&T No. 2 - AODaP egLOCK Wiq'LL, 7�Ilj,)bi'?ff'' 27'QS CR/B G�/AGZS ANp QEf//SE'O l�K.4/�%NG 5-8-92 RE�ISTFR CML ENG/NEER 0. mer DRAWN BY G/M � r J �- �. .. �P °-`�O-93 DESIGNED Bl'P c�M " GRA DING PLAN � DA TE.' � ��'� ��' DAVID EVAMS AND ASSOCIATEB� INC. a R�V/S/ON TO Si/EET BYO, / -- 4EGEND Jr 'Z- 1700 IOWA AVE. SUITS 230 PUP 660 APPROVED BY. �� �Y----' RIVERSIDE, CALIFORNIA 92807 � _ (714) ase-eeaa PARCEL 1 .OF PARCEL MAP 241692� of 2 sKrs. DAT DOUGLAS-9. 3TEYVAFt1' R.C.E. 37254 J49 N0. KCCxoo" SCAB: BENCH MARK.' A.P.N. 921-310---&010 FILE N0, DEPUTY CIN ENGINEER EXP. 6-30--92 OW(1. N0. 600 SEE ABOVE 42210 LYNDIE LANE CITY OF TEMECULA a�� �utY t2, 1991. + +wNr mtwwrne i • j . E.NGINEE-R'S ESTIMATE - C)F UANTITIES . . I ,. EROSION CONTROL_ — (OCTOBER TO APRIL) �v . 6" CONCRETE CURB (ONLY) 4 16 L.F. DURING GRADING OPERATIONS PROVIDE TEMPORARY SANDBAGS AS . • AGGREGATE BASE CLASS II141 C.Y. SHOWN AT DRAINAGE INLETS TO PREVENT SILT BUILD UP ON STREET. ASPHALT EMULSION (FOG SEAL) 70 GAL. . • A.C. PAVEMENT 281 TONS USED DOUBLE -ROW OF SANDBAGS AROUND D , � N GS AR U DRAINAGE INLETS I � '. WHEELCHAIR RAMP 1 EACH ;1 UNDER SIDEWALK DRAIN 17 L.F. 6" CURB & GUTTER 103 L.F. USE SINGLE ROW OF SANDBAGS WHERE STRAIGHT ROW IS SHOWN. / .. SIDEWALKop I 2,816 S.F. USE A ONE DB O EROSION. C CONTROL DEVICES I:t '+ + 1 . 0 4" PVC DRAIN PIPE SANDBAG OPENING AT ALLO 3^ �� �. .o , 13 L.F. TO ALLOW CLEAN WATER TO EXiT. I • 6" THICK CONCRETE PAD 236 S.F. , ufQ REINFORCED CONCRETE CRIB WALL pp •- . 1,9 - ,AT�-S.F. iOP. Z �1/�tl. rlso r I LI K FENCE 315 L.F. -- A.C• P ,V.1A1 � CONCUTE �ti w , e!E . 4 , CHAINLINK FENCE - Y " v s B' PVA 992 L.F: � - .. 14 RAI 1�1 • yo // i f D �,. . �� �� OdB ro a y� p� ,eoor - •,: ; .o; DRA 1 N SoxZ . .. y nown� , � . �r� A45p4m G BLOCK hI L L A --- i' /I- A wposap som �."'�"�''�' ! „� 1632 S.F' / CuX45�_ • �, lel o T 12l M E:W S I o N 5 ARE TO INIESTER Lr FAC� r'v� 711-I ...,,L..,...,_ ,--�--�.� ' � ';' • ,• �,, ,wi- G'IQ/8{I/AG� �� wx iii f� G� roe.jr. OFCR(15 WALL FOR 11r�R��,o�VTAL CONTROL- �, E�xisr. _. 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I o► D S R 0 rC91 ( I 1 M wa..r,�./ .� r'� a 9 'I3. � o � -:' .. 1 :. 1 !� P ..r ti•. r � o 1 o D a ' ` A - F � 0 00 o I .� . F 8 / 8 o N .- r • Ar V I• �. •• /n I I . . 10 . �w ::.:.:- f.i' tf� V ..� :• • .f.:: •fir• •� ,��•• 1 Q o%N `� WaI • o to 1 a r �Q 6 g• � 6 1 I 2 ti •'•• • f r % M 1 r� I" / I • r•r 0 1 i' P.T.• h' • • O P � 2 . 4 " �' ,•• l Y' CGS •' •• ';�'• • • pv � !;` p °�% ` , 0• - .$ % X11 .� WATT ES T4�1 . .!.r � O •'r1 d• �L/ t/ I r •; .' I �17, �/j h �� � 1 ` t o !� 6� O � � � 1-1-C � 00� 1EXPANSION MATERIAL-- . q• s�F%01_ �,�-r vi .�. pa PLAN �- �!, I S�Pf/iQA f"�' P��$itY ill ., ,, j � ,1, � FOUR SIDES OF RAMP . . ., , , Q , , o 4 ` �x��r �.. % �, ! ,�� /YO?/ 40 // 4F �,SI 35 `, h 0�f �3LOGA'1t/,#ZI. r • rr� �... � I{r«M� �.rrwrrr�rirrw -..�....�,....�..r..r � ..�..... � �j�� . �r..�.. ... � - S �j �Jr�s'T/it1G SG//�p/�t/C� � �WHEELCHAIR RAMP DET IL r�� � - • r /// /// � �r r . `,,� 3 I . . 6 0� Tg,gA/.��ORM 'A Ipf�O PEEP . © o o� L �X�s . P�C'oP�'ieT r �rw� . p o p ,5.C. E'!�/50N F� �!!1/REJ�I�'lV T.5 P9Y ,STEP ,4T ENd o� �LOCKW�4GG ' � D' �'• k - �g!_o�'�G✓�Gh �'ie r -�-�— .,�__ �Bl.00K�it/:9IL P�iC' . - 1 �0 P /S G4Nr,f,gC TCT 5 OPr/O/V. _� /.Pow DTRUCTIONE Ei�'� RrC PE / NC)T 5 r -I �____ .. .... SEpA1e9r,r p2Fie�tf1r. I CEJ �� , DT . J# At . �� ¢ �� RB ONLY PE "D" PER RIVERSIDE COUNTY 1 r r t 1 CONSTRUCT 6 CONCRETE CU (TY ) NO WALLS ARE TQ BE COhISTRUCTED I ER THIS PLAN. _ALL WALLS AFE f3Y O � �« SSC r/�N C �' /- ��SrrNI Z3AAI& 4xisrm STANDARD NO. 204. • SEPARATE.PERMIT. . I I N 51P4E+/A�.K . . �. _._ � two 5c���> p 2 CONSTRUCT 3 AC OVER 4 CLASS II BASE. . io )t • to / �► r� CONSTRUCT WHEELCHAIR RAMP PER DETAIL HEREON. • r , piPO�0 t • , s o t 147 1 ,�,� Z 5 I ro. BGv�. B WALL (TYPEA PER CALTRANS Z�v�� 6EN�iVrJCONSTRUCT REINFORCED CONCRETE CRI ) / NU- I � (�) X041, , 3 � STANDARD DRAWING C7-A1 AND C7-A5. 67XIrE�lO �XIST/A/G =/ , 4 . I NEW HEIGHT IN AREAS INDICATED. SIZES AND TYPE OF NEW �iA .• �` . CRIB WALL TO J. .� , 9I- THAT OF EXISTING CRIB • i STRETCHERS, HEADERS AND BATTER TO MATCH I N - GKIb1�c/AL- PEP -fz'- Ai R7r�' ." CTION 84IIIIIIIIIIIIII` 8 4�SN'II 11WALL. '�. �"` `'�•` 4_1 , •o Pd6R91 7- PfZOP�' TY •.• .. .' / - '" •I '�•s �! (�) ER RIVERSIDE COUNTY STANDARD • 43l aria " ,1f,w P . r/YQ �'�'iq� '") CONSTRUCT UNDER SIDEWALK DRAIN P I,gGoG�'W�L� P� rl r �o � � NO. 309. �EPAl2�f r P�P/Ylir IIIIIIIIII .� "CY��C' '� �B .r 'rsTi�G c��e CG/rl�,P ND GUTTER PE A-6 PER RIVERSIDE COUNTY -- . T 6 CURB A ) � � (�) CONSTRUCT C� . / 24/ 2% �r1sTiA/c �e. STANDARD NO. 200. iiiiiiiiiiiiiiiiiiiiiililillillillillillill . . �" , *t / � --- , �6 a %! :/W 4,� : `� �'� LK PER SECTION "E"-"E �1. - � 7 CONSTRUCT TURNED DOWN SIDEWA . 11.11AIIIIIIIIIIIIIIIIIIIO� mmomp I 99 w/6'� y o �. �� � � & 8 CONTRACTOR TO CORE DRILL EXISTING CONCRETE DRIVEWAY FOR - STANDARDS THEN REMOVE ENTIRE CONCRETE DRIVEWAY AND s o1. a / r NO 'C"�9� '� . % INSPECTION OF CONCRETE THICKNESS AND SUBGRADE COMPACTION. / SUBGRADE AND CONSTRUCT NEW CONCRETE DRIVEWAY 11 I �r . 1'.1IF DRIVEWAY SECTION DOES NOT COMPLY WITH CITY OF TEMECU APPROACH PER RIVERSIDE COUNTY STANDARD NO. 207. o opo- - M - WmT�P 45�111f R G WJ9 . .c 3f.a. . PREPARED UNDER THE SUPERVIS�N DF.• PREPARED BK F � ND. REVISIONS. IIIIII . 1.�: . � , A PPR. DATEZI I � CITY OF TEkECULA SHEET - y4l&±fA� - .1 I . : 0*00 1;• REG1Y L�RQf CML ENG DRAWN BY: GLM 2 0 / INEE�R N �.�_�.._ f EXP.f 30--- • or"''' �• DESIGNED BY.• GJMGPA DINGPLAN DATE. DAVID EVANS AND ASSOCIATES. INC. , } mo IOWA AVE. SUIrE 230 . APP OVED BY: R�W� DY. RIVERSIDE* CALIFORNIA 92507 PUP660 4,, lqww (714) 686--6644 Of 0 SMS. I .. - SEC r10N C C, . — . d& 511koL, PARCEL 1 DF PARCEL MAP 24169 . r t/vv ���e I� 40060 &0Ckei 1,,qa Ci%0 iVAZL , 4&EA 0941AI, S/ J08'N0. 1 1 . I 11 z. DATE DOUGLAS S ART R.C.E. 37254 xccxoa� SCALE: BENCH l�lARfC: �.�. .. ��'.���o,�o,o N � �'ECaRAO�' �yC/5T. v�'L4/+'�5 ON ��'T�!�s/�'ST ,S'/p,�' D�S/T�' DWrG. N0. �► � F1LE NO. DEPUTY C ENGINEER EXP. 6-30-92 1 .- 20 s��slye r .1 . GH4AII p/MEN51,0as CaggmeS- - . '9T /�'� ,zn, e* z O7"• 5-•6,9 AATE:� JULY 12- . - , 1981III _....IIIIIIIII - N 41, 1 IIIm----.-.--.----I I-- , L YN�DI�` LA N� . CITY....­­ - -_ — -- -- - - .- -..III�I�I�I�I��l--.. . --- MINIMUM �IOF TEMECULA _____ i ____ ----. . I . 1 - . ,~ 4 - � , I ... ._.... IIIIII..-. - .- . . - . I �� ____ 1- . . . II . . � . .