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HomeMy WebLinkAboutLot 128-136 Precise Grading ..; �• rr s r �A - . . '{ �" i'l. * 114 '�, r f r . I I . .1 . .. 1. , 1 . .. . I I 1� ml . I . . I I . 0 l . I I 1�, I . . I . . . I . . - ,, . � . . . . . . - . . .1 . I . . I I ri ,.. r r a .. ,- x, I � . . . 11 . ,� . . . ,, , I . . . fi f ;. ,.Iti �", � . .1 '. . . I . " ­ . ,h 11. . 1. .1 . I I . I +. . . .1. - . ", 11. . . I � � . I .. I .. �. 4 . . "I .1" . . . . .1r1 4. .I 1, , . I - . . , 1. - I . . I I I . . - I . . . . I . . . , . . I I • . I I . . I . . I . I 1. - . " . . . .. . I . . . ,. I .. . I . , . I 1. I 11 � . . . .. I I I �- I I . I I . I ... . I . . I I . I _. . . I . . . ,, . . � . ,, I I . ,,, . . I . I . . I . , � . . . - ., I I I . . . ,. . . 1 I . . . ., I . . I . . . � . . . I - _. - .0 I . I I . . -_ - .. . . I -1 I I - I - . . - . � _. -_ . . _..___._ - . . i • , .- . 41 GRADING NOTES ' 1,PRECISEGDNG - 4tl - , I . I I '` ` I � . . I . I . 1 . . - I . . . ll� II - 1 PLANS . . . r . I I I . I . . I I I - . I . . 1 . ALL GRADING SHALL CONFORM T O THE UN I FOFN BUILDING CODE , ,. '�li:� . . .� I I r •.ADDENDIX CHAPTER 33 AS AMENDED BY ORDINANCE 457. ' � TEMtECIM A CRL .2 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1 � „TRN n IF CVT OR FILL IS LESS THAN 10' ; 2� IF GUT FILL IS GREATER C ' . . 1. Y THAN 10 DRAINAGE SWALES SHALL BE A MINIMUM OF 0 .10 .2 DEEP AND 10 0 p . ,. 11 -BE CONSTRUCTED A MINIMUM of 2 FROM THE TOP OF CUT. OIR FILL SLOPES. • . . • . • . . y . .. , I . ,. . .. I 1 FINr .. , r 3. MAXIMUM CUT AND FILL SLOPE * 2: I . - . ,F -, I 23065 It 4. PROVIDE 5' WIDE R1f 1'' HIGH BERM OR EQU I VALEwT ALC�IC THE TOP . I . I .. . I y � 5; E OF ALL .FILL SLOPES OVER 5 HIGH. . I - . , , � '� 11 . 5. , ALL "GRADING SHALL 8E DONE 1�ER THE SUPERVISION OF A w CNIA -1 STH R 1 11 ,I -- II �. • � 11 I I. , :COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL . C0.U N T Y 0 F 'I VR S I D IF :. HAS BEEN PROPERLY PLACED AND WHO SHALL St1BM I T A F'I NAL -. • • . 1 sr 'COMPACTION REPORT- FOR ALL FILL OVER 1 ' DEEP. � .' 1 ,Y r PR��ECT s . .. . 1 . .. . . 1. 6. � ;,A SU I YA�Y QUAL I F I EI>;AND REG I StERED PROFESS t ONAL SHALL SUBM I T TO THE - • a � SITE BUILDING AND SAFETY DEPARTANT WRITTEN CERT I F`I CAT I1 0F' COMPLETION OF" . . I A , ' ,� . 'ROUGH GRADING IN ACCORDANCE WITH TW APPROVED GRADING PLAN PRIOR To . . . .. . . 4 a. r ► 1, ' REQUESTING INSPECTION AND ISSUANCE OF THE Bl�ILbING PERMIT. - L L . � ! ON& n SHALL INCLUDE LINE, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES. A. , v v E OR . ,. •, '� 7. • PROVIDE •A BROW DITCH, DESIGNED TO HANDLE 10717 YR. �? STORM � . .. . . . . . VICINITY' AVIA 11 FLOWS, ALONG TOP CUT QF SLOPE: - . . . . _ 1. , . - . . I NC1T TO SCALE , . . . F I NA ACTION REPORT` WILL BE REQU I RED FOR ALL F'I'LLS - . . � . �. . L COMP TOMN��IP �.. SOUTH RAt+�E �'1NEST. SECTION _�,., I`00 GREATER THAN ONE T11 . . IM .1 I �� " I . � . ... lml -lrl 11 . 1 , 1, )Do �� Lffii�PAV .- � ..9.. • ALL GRADING SHAi+L DONE IN C0 dR1ulANCt WITH We - . . 1. 1 . , • . RECOMMENDATIONS OF THE PRELIMINARY GEOTECHNICAL INVESTIGATION I . .L I -. . ' . STGRM DRAIN S.D. ACCESS RAMP w BY PETRA GEoTEGltICAL DATEZJ SEPTEMBER 21 , 2001. TWo SETS of THE13 LOW PGINT - L P' LOT NUMBER X FINAL !COMPACTION REPT SHALL SUBMITTED TO THE $UILDING . . . , . L I . AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION . ,2 P OF SL PE TO 0 T S DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS GRADE BREAK G.B. INDICATES LOT NUMBEt . ,v BEEN DONE IN CONFORMANCE �WITH THE RECOMMENDATIONS OF THE . , s mmvoftw� Z UNIT TYPE INDICATES � tL SITE INVESTIGATION REPORT. LANDSCAPE DEVELOPMENT L.D . -- �{L=LEFT GARAGE; R=R I GIST GARAGE� ��. 11 . . Fro 1173,0 I I I H E I I I ., 2111 __ _ . RIGHT 4F WAY RAW INDICATES FINISH FLOOR ELEVATI 10. - THE CONTRACTOR SHALL NOTIFY _THE DI5TRICT� SUILDING AND SAFETY .. 0 . ;`, . SHARON E EDGE flF PAVEMENT E.0.P. I i�iD I GATES PAD ELEVATION PE�1 t72,5 ., .1 �1... DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOTNot 1, 1. GRADE AIS] DRAINAGE INSPECTION THIS INSPECTION MUST BE APPROVED . WATER �Low�-r >`F 1. . , T NG RMT FINAL INSPECTION FOR EACH LOT. 00 110 1 . ' 11 PRIOR O BUILDING LD I PERMIT TOP r]F CURB dUOo. THIS LOT REpU I RES A BACKWATER VAT_VE . T.C. P R APPRO D W ,$ U �',C I 11. CUT SLOPES EQUAL TO OR3REATER THAN ' IN VERTICAL HEIGHT PER SECT. 409 oI~ E vE a FLOW LINE f .L. WATER AND SEWER, PLANS. ( SE`E INDEX MAP ) �, ., . AND FILL SLOPES EQUAL TO OR GREATER THAN 3 IN VERTICAL . ' HEIGHT LL BE PLANTED WITH GRASS OR GROUND. COVER T4 `: SHA HIGH POINT H H.P..P. TR ACT BOUNDARY �- �~ PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN .s 11, T INA NO. 457 PR i OR TO THE APPROVAL. F I N I SHAD GRADE F.G. EX 15T I NG CIfiO ---�-E1�130��---�"'' ACCORDANCE WI H ORD NCS . _ � - OF FINAL INSPECTION. A N ATGH BASIN I -�- ' . . . F`I N I SHED SURF ACE F..S. STDRIU DR I �c C ". . 'j.' . 12. NQ FILL SHALL BE PLACEfl ON EX IST I NG GROUND UNTIL THE GROt� , . GAR AGE FLOOR GF' 0040.0 2: 1 SL OPE - ' HAS BEEN CLEARED OF WEEDS DEBRIS, TOPSO 11,., AND OTHER II V�,�,�A�I/4 Ps. �4 . MA I A . . - 1 . . . . . CUT-F I LL ,. _..fir:,.,.. -- - 41__ 1 F DELETERIOUS TER L. "' .. .. FINISHED FLDOa .. F F' 0000.0 . . . . . ,1 13 I STEEP SLOPING NG OCCIS LPW WH I CH F'I LL I S TO BE . F ST OPI TERRAIN A LEASE VALVE - ti WATER SERVICE W I R RrE , r,� _ - PLACED, .IT MUST BE CLEARED, KEYED., ANS`) BENCHED INTO FIRM _ NAVAL SO hL FOR FULL SUPPORT PREPARATION SHALL BE --- �c A�.F: "x 40' . S �`I R HYDRANT '`"""�� , APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT . SEWER SERVICE - . OF FILL MATERIAL . 1. . .: . y AY . 1 . ION I . A PR OR TO CONSTRUCT : 4O 4 40 Ba 20 EXTRA DEPTH FoolING �x �` 14. DURING R+vuGH GRADING o�ERATIOt I CONSTRUCT I 4N NATES & QUANTITY ESTI MATE � �� � . T IGH - oF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE - - ET L f, - o VENT PONDING WATER AND - f 9 , CONTROL- SHOULD BE PROVIDED T PRE tip. OVANTiTY UNIT I , DAMAGE TO ADJACENT PROPERTIES.IES. � GHAI'H I G SCALE SLOPE EXTRA DEPTH FQaT IMG 1 LOT GRADING 9 LOTS x 54 C.Y. ) 450 CY `. . tt: ,, DUST SHALL BE C�ONTROLLEb DY,a WATERING OR OTHER APPROVED .. , ` n . . . 38 1 , - il i . 1- I-_ .. 1 I I-,i METHODS AS DEF'I NED I N COUNTY ORDINANCE 484. 1 AND 7`42 (PM--10} . a . . .., :: . "4wiiT N . 1 11 I16. ALL EXISTING DRAINAGE C� ON THE PROJECT SITE MUST . GRACE I NG NOTES co T , I . . . . . , CONTINUE To FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE P1_.AN . PLAN 2 PLAN 3 � PLAN 4 �kl . . MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 24. EROSION CONTROL: ALL GRADED SLOPES SHALL 8F PLANTED WITH , : � - . . - .. to , 1. Q 't o AMINING PROPERTIES DURING GRADING OPERATIONS. ' L. . ROSEA ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED ,� . , ,n UJ T WITH FACTOR OF AT LEAST ONE AND I VE GROUND COVER. SLOPES t�VER 15` I N VERTICAL t�E I GHT, I N ADD I T I alV GHQ/��R� r `n 17. STABILITY CALCULATIONS A SHALL BE PLANTED WITH APPROVED TENTM X1 .5) SHALL BE SUBMITTED BY A SOILS ENGINEER TU THE TO GROUND COVER, TREES, SHRUBS, OR COMBINATION NAT I ON THEREOF.. SHRUBS SHALL BE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN 'ON THESE * • w 11 �1' BUILDING Atm SAFETY DEPARTMENT FOR CUT ANQ FILL SLOPES OVER PLANS ARE OBTAINED 8Y SEARCH of AVAILABLE RECORDS ANp TO THE BEST OF OUR KNOWLEDGE. . PLANTED AT 1 D ON CENTERS; TREES, 2D ON CENTER, COIR I NAT I ONS, _ ., THERE ARE NO EXI STING UTIUTIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED 12" MIN. ABOVE PAD ELEV. . . 11 . 3Q I N VERTICAL HEIGHT. . . 15' ON CENTERS. SLOPES OVER 4' IN VERT I CAL HEIGHT SHALL HAVE TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR pM . f8. A REGI BLE FOR PROTECTION OF AND ANY DAMAGE1. IYMC�L OVERAIJ. F00TFPW �`� PERMANENT IRRIGATION 5`YSTEMS WITH BACKFLOW PREVENTION STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE STE`REQ CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL To THESE LINES OR STRUCTURES. _ -OFF TOP' NS " � Q � SIT CERTIFICATION OF' EJILDING PAD ELEVATION. 1I�ERE DEVICES PER U.P.C. CHAPTER 10.R. ... F'/L 4' MIN. ;.. CONSTRUCTION CONTRACTOR AGREES THAT IN A{�CORDANCE WITH GENERALLY ACt�PTED CONSTRUCTION SCALE 1 40 ,'. SPEC IF"I C ELEVATIONS ARE REQUIRED. T1•E ELEVATION (WITH 25. CONSTRUCT I ON OF DETENTION BASIN, CONCRETE CHANNEL ANS PERIMETER METER PRACTICES. coNSTRucTIoN CONTRACTORS MALL BE REQUIRED TO ASSUME SOLE AND COMPLETE . . - . . i . a4t RESPECT T4 MEAN SEA LEVEL) SHALL BE GIVEN. I F AN ELEVATION • BROW DITCH SHALL � I N PLACE UPON COMPLETION OF PROPOSED GRADING.' RESPONSIBILITY FOR JOB SITE C01+1DITIONS DURING THE COURSE OE CONSTRUCTION OF THIS PROJECT. _ INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOLlS'1~,Y 014HPW 0 , WITH RESPECT TO ADJACENT GROUND SURFACE I S REQUIRED, THE % APPROPRIATE MEASURES WILL BE TAKEN TO ENSURE PROPER DRAINAGE AND NOT BE UNITED TO NORMAL WORKING HouRs, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO, I - - • ACTUAL °DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. FROM INSTALLED FACILITIES T4 PERIMETER STREETS UNTIL CURB OUTLET ` ?v REV. �.2 "� s. DEFEND, INDEMNIFY. AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, T PROPOSED REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. `O A �t . , 24. FINISH' GRADE SHAD. BE SLOPEb AWAY FROM All. EXTERIOR WALLS STRUCTURES ARE IN PLACE PRIOR TO COt 'LET I ON of FE .. STREET IMPROVEMENTS. ~ THE CONTRACTOR SHALL 8E RESPONSIS TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITftl�tS.� � ( �` ° . AT NOT LESS THAN 1/2" PER FOOT FOR A MINI MUM OF 3 FEET. IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR Tn CONSTRUCTION, AND SHALL BE RESPONSIBLE ,�, Az.' Y� t�t-11" � ��` �' z z- ' :* W26 110,64L p . THE STORM WATER POLLUTION PREVENTION PLAN SWPN'P SHALL BE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. SECT10N A 4 a •p " � � - :. 2 I . '"NO OBSTRUCT I ON FLO01� PLAINS OR hNATURAt WATER COURSES I W�'LEMENTED UPON Co NT OF PROP05ED GRAD i NG. THE SWPPP �� y CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT RESPONSIBLE FOR, OR UABLE FOR, UNAUTHORIZED FOR REAR YARD SLOPES GREATER ,v 5O o& 1.4•0���` �� SHALL BE PERMITTED» SHALL ADHERE TO CURRENT NPDES GUI DEL I t�ES. . CHANGES OR USES OF THESE PLANS ALL CHANGES To THE PLANS MUST BE IN WRITING AND MUST BE APPROVED THAN 5' I N VERTICAL HEIGHT �,4 4,0, ve 'at'����`�cP 0 . » C1� � � �+`�� `� ��� 15 TIP. 15 1R. ,q- - Y Lf1ATED Irl THE @Y THE QREPARER OF THESE PLANS . l 2 A�..t PROPERTY CORNERS 'S`iALL ! E CLEARL G Q p J �� o� o� in 2 Q,., 4La Q Q�d`,�e����� (f EPi 5 1 1� I x'' ,. F I ELD PRIOR TO COMMENCEMENT OF •ANY CONSTRUCT I ON/GRADING. BASIS t�F SEAR N QQ ,e , � oar .. " < 1. Q- -�� ok ,% d'. �, MIN ■ MIN MIN' .�--, MI THE BAR I NGS FOR THIS SURVEY ARE E3ASED� ON TI-E LINE BETWEEN STAT I ON5 TRAK 5' M r N.VAR R. P/� � {a �y ,�� " PrL o ��� � � 0,0. 23'. : A SU I TABL.Y QUALIFIED AND REGISTERED PROFESSIONAL SHALL_ St Iu!I T AND "MATH (POS I T I old PER NATIONAL GEODETIC SIJR'VEY, NAD83, EPOCH 1995.5) AS 1. 5 MIN. VAR. 5 MIN. VAR. 6 N I N. Al �N! ,� PGS TF�ROt�GH 6 5 OF RECORDS OF �N• ---�-- 3 M i N. 2 PQ �Q�a�,,,� �J I :� TO TIE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION . SHOWN ON THE MAP FILED IN BOOK 102. A E 50 3 MIN. 1 1 3 MIN. SILL VAR. sic ,� Q����y z �" , OF COMPLETION OF FINAL GRADING IN ACCORDANCE WITH THE APPROVED SURVEYS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE MUDSILL ti VAR. * * VAR. MUDSILL - fi �1IN. ,�� � � .� c`� PLANS FOR ALL GRADING DESIGNATED AS ENGINEERED GRADING CtXJNTY,CALIFORNIA, BEING N 52 49 b2.84 E. I \vul I ' ' �__ I 1 6R '� �, sa►�.a R u oru�_vFacr raM - .o. ------ e V. I. :. I fNG11ER� NATE: 0!-_ - - c� . - •i.I. PLAN .. . - * `J W . , DTO hlwERT P 22 PARC.�1. 12 MIN. PER � ac T' E PRIVATE ENGINEER S I GN'I NG THESE PLIAS I S PETRA GEO'rECHNI CAL A F'ORTI ON OF" ARCFFI.. CE.1V1'EX HOMES 12" MIN i 2 MIN �A� ? "� �' `� ° i RESP4NS I BLE FOR ASSURING THE ACCURACY OF DES i GN wAROLOW CIRCLE« Sli I TE t'Sa 27820 COMMERCE CENTER DR. MAP 27387 . 11 .» :. -._ Mak is t-� x �cl �_ DIAL"TALL FM AND ACCEPTABILITY OF TN�E WORK HEREON. I N THE" CORONA,CA. 91720 SU I TE 103 . 1 MIN, 2: 1 MAX. 6" TYP MIN. 9C MIN. f M N. 1 . , EVENT OF DISCREPANCIES ARISING AFTER COI�+ITY TEL 909.279.4000 TENEO", CA 9259b--5663 20� MAX. 2: 'f MAX _ s t DEwALK (� 4 as 1. -""$ --Z2� APPROVAL OR DURING CC)IVSTRl1CT I ON, TN-E PRIVATE FAX 949.273.2100 (909) S99-d 193 20� MAX. MIN. 206 MAX. . __ x .. i � ::l - . w �.""I' AT LEI ►"['1rYrD D1��8 ENG I NEER SHALL HE RESPONS I BLE FOR DETERMINING (�pg} 6g9-fi 197 N`AX * �- UNLESS C?TI-ERW ISE NOTEDI . 1 , . * UNLESS OTHERWISE i SE NOTED cue - REFC)RE YOU DIG AN ACCEPTABLE SOLUTION I ON AND REVISING THE FLANS r T ION c I I ** DISTANCE FROM RIGHT OF WAY TO THE GARAGE, CORNER . . . � . " I FOR APPROVAL BY T Y. .- � � N B ~" - .. I . S�CTI N """ . . MEASURED PERPENDICULAR TD T� PROPERTY LINE. I'll . `� - . UNDERMW GERYICE ALERT OF�CALtFORMA � . I Q . .. Q - SEAL-('•OUN1Y SEAL.-ENCINEER DRAWN TRACT N , 23 5-- FINAL PHASE TP - Q • COUNTY F RIVERSIDE Pu►NN�No ■ o�ei®N ■ coNVTwucTio� BENCHMARK: T-1--81, ELEV. 102..428 ,ILF/JE -- __. . ���- � ��. Q C .��. _ _ C01 Q . FESS 2 1/2" BRASS DISK IN CONC. CYLINDER 2.4 Es�cNEd rol�t� �oNTA I NED W' H I` 1 THESU PI.�ANS ' 1__�' ., _� �_ _ T PC�RTATION DEPART T �a _ �oN COUNTY OF ,RIVERSIDE . 1 SHALL No COMMENCE UNTIL AN � Q - - . M!l_E5 50UTHFAS ON HIGHWAY 79 FROM EL/ '`l . APP R 4VED B Y �, \ A. 1 - 2�s S YNLZ ROAb,$Un'400 r ENCROACHMENT PERMIT AND/OR A I >lr �^ INTERSF;C .14N OF IVIAiN AND FRONT STREET 1N CHECKED M w -- -- a . _...__.- �...-- I ,.�' t � lam' *� �.. ■ ■ ■ TEMEC=ULA,GALiFC�RrMA 92591-x4679 MAT SC A I . -- © M�CUL.A, 5 . HIGHWAY -.--_ - � GfZAD I NG I'E'RM I T HAS BEEN I SSUEO'. . -C�o � �.a7ae.ea42 ■ FAX 909676.7240 - wwwR®F com T P TL� 453 3�0' F EETS '_ C�]NSULTIhf TE 3 5 SOUTH 0 _- _ _. r^ 79 3.?_ EAST OF G OLE G 1 ), srAl-_ of=.� ____ �. The ;vat engineer s i cin i ng these p I Ons i's . � � .� _...,W w._ _ ," No,43090 � t PRECISE GRADING PLAN . - _ - KHAhED A. OTHMAN DATE.: _ ILE N0 r espons i b(e for ass�am i nq the acc«racy and `� Exp �/�'/a� �' PRS' EAST (�F pR�7DtJCE STAND MIDWAY RE�V�`FN _ _ _.._ _ ----• R.0-E. Np. 33950 PARED B MlCHAE( A: MAN R.C.E. ND. 4-30 f� AS Q y w TOB NUMt3F7R Fw d acrept��b� ! ,ty afi th,. dc�s,gn hereon- In the evt-nt. 4 FFP. DAT:: 3---31 04 P.P 75580 AND P.P. 75581 ON LINE W �H OLD LOT$ 128 � 1313 EXP. DATE: 6-- 2 �� of d i sire nnc i es nr i s ng of ter county oppr oval or "�� C 1 Y �� 17ENCE E RL N p __ �f _--___. `� i N LIN ! MING N. & S. SET f3F,?GLASS _ �. - � t�-100455 Ll. dur rig const ruc t i ori, the pr !vat e eng neer she I I be f W.D. Y 5. res cns ih l e for- determining n i n an acre tahl e solution io» --'• ---�._ --� -. �-w_ - _ --- � �� C I-L .. _ � DATU: - O WI TNESSPOc)1. 1' SOUTH OF MONI.I A _NT, HATE FOR: COUNTY ± p 9 P MARK— L�Ar �, APPR. o4rF , DATE: -- _. 4r "�-. 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T Pi~RMIT ANJ/GRA 4 �� j�� f, b 1 t o ,"E 4ap' INTERSECTION Qt MAIN ANp FRONT STREET (i N�cKFD r i GRADING �'f;I MIT HAS BF EN I SSOED; ,_` ,-�`� �� ,V ■ ■ ■ . �OVLA,CALX:C MA 92591-4679 #AAt In �T _ .. � TEMFCUt_A, 53.5' SOUTHH aF C L HIGHWAY." A . . 1 ., .�. ��,_ _�, � L7 N 19 U LT!N 969e7eec�a2 : FAx W9.676.7240 • www.Fff,corn , . Nn. a3og4 79, 3.2 EAST OF CT POLE �GT 2453), 3a(� ALE OE" SHEETS Q T>'�e pr r vats erry i rret�r �i gn i ng these p�ans 'r s � �, 2 ns SHOWN , . PRECISE GRADING PLAN �-- rf,sporls+bl� fc>+- as�um�n9 the accurney and _ DATE. _ � � , ac cept�bl k +ty Or the design hereon. r the event 4 .49 Exp 3/31/M * PREPARED 8Y• MCCHAEL A MAN R.C.E. N0. -4309Q FAST 4F I RaDUCE STAND MIDWAY BETWFEN PILE ,110. '� '4 • ' N M Ca pf 1SCff' CN1Ci5 4r iS111 Llf tEf COUtIt . 0 prQVhj �f _ 8 U ... - " p g P, _ -- -- .. .. __.. P. 75580 AND P.P, 75581 ON LINE' WITH 4LD ' ", , ('j" I� ��' EXP DATE• 3--31 OQ P. 0 FUER � , 4 _ ,, 15--1©0455 f duC InC� Cons.rust+nn,. the pr+vate e�g+nePr shall be f', «. • . I - . . , �' �% t, FENCE LINE RUNNING, N. & S. SET FIBERGLASS . . responsile fpr determining nn acceptable solution uAc CA1` .�--, �- r _ �. �� C��� DAVE FOR• w.Q. cou�v7Y and reviewin the Ian for a i vaI n - F APpR DAI •, , ,. c _.� DA1t: a WITNESSPO�T 1 SOUTH OF. MONUMENT. �t'E )HAWK FIDE IVO. 9 P PP n b the' cau t - 1 DAT . y y -- R E V I S I a 5 tv1t�END E: ENGINEER ' ' , ,. cauN1`r ED , , r '� . s, M . . , ' -