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HomeMy WebLinkAboutParcel 4-5 Precise Grading1. All work shall conform to the requirements of the current edition of the Improvement Standard Drawings and subsequent amendments. 2. Approval of these plans by the City or its agents does not relieve the applicant and engineer of record from the responsibility for the correction of errors or omissions discovered during construction. 3. Any construction change must be first submitted to the City os a redline revision for review and approval prior to implementing the change in the field. 4. The permittee must obtain an encroachment permit prior to any work within a public right --of way. 5. A permittee shall schedule apre-construction meeting two (2) work days prier to beginning construction. fi. Cit Ordinance 94--25 states ,that no arson shod en a e in � or conduct construction activit a when the Y P 9 9 Y construction .site is within one --quarter" {1,/4) of a mile of an occupied residence, between the hours of fi:30 P.M. and 6:30 A.M., Monday through Frido.y and. shall only engage in or conduct construction activity between the hours of 7:00 A.M. and fi:30 P.M., art Saturda .Further no construction activit shall be undertaken on . Y Y Sunda and notionoll reco nixed halide Y Y 9 Ys 7. The issuance of a permit by the City dyes not imply or provide any clearances from state or faders! agencies regulating the provisions of state or federal endangered species acts or water quality regulations The permttee is responsible for obtaining the appropriate clearances from these agencies prior to any site disturbance or grading. 8. Emergency Telephone Numbers: JOHNNY ZHANG PEONY CHiNESE RESTAURANT 951--294--7892 (Responsible person/Developer) (Company) (24 hr Phone Number) GLEN DAIGLE DAIGLE ARCHITECTURE &PLANNING 951-837--2222 EXT. 22 (Responsible person/Contractor) (Company) 24 hr Phone Number) 9. The permittee shall abide by the requirements outlined in the Erosion and Sediment Control Notes throughout the duration of the project, including the State NPDES permit for construction activities, if applicable. 10. The contractor shall be responsible for clearing of the proposed work ores, and relocation costs of all existing utilities. 11. Construction fencing: A six foot (6') chain link fence is required on all industrial and commercial pre jects until roof systems are completed or as deemed necessary for public safety. The maintenance for construction fencing until roof systems are" completed is the sole responsibility of the developer/contractor. 12. It shall be the responsibi#ity of the contractor to notify the. engineer of record and to install street centerline monuments as re wired b Riverside Count Ordinance No, 491 Tract and Parcel Mo s oni q Y Y { p Y) 13. Dust shall be controlled to comply with South Coast Air Quality Management District's (SCAQMD) Rule 403, including methods approved by the City Engineer, 14. A response to a request for occupancy shall be provided no less than three (3) business days for the receipt of the Occupancy Release Form. 15. for all other specific requirements on Paving, Grading or Erosion and Sediment Control notes please see separate notes. 16. Provide survey cuts sheets to the City Engineer or his/her representative upon request. O e 1. All "grading, erosion &sediment control related activities shall conform to the Title 18 of the Temecula Municipal Code, and of applicable, the State Water Resources Control Board (SWRCB) NPDES General Permit for Construction Activities. 2. Ail grading shall be done in conformance with recommendations of the preliminary soils investigation by UQ ART�CH C(}NSULTANTS dated MARCH���.�,®05. 3. Maximum cut and fill slopes shall be 2:1 and shall comply with recommendations of the soils report. 4. Stability calculations with afactor--of--safety of of least one ®nd five tenths (1.5) shall be submitted to the Land Developrrtient Inspector by a registered- civil engineer," soils engineer or geologist for cut and fill "slopes over thirty feet (30') in verticoi height. 5. Provide, as applicable, concrete brow ditches to convey 100--year storm flows or provide graded berms, along the top of all graded slopes over three feet {3') in verticoi height or that ore ad jocent to graded areas to direct surface runoff away from the top of slopes. fi. All property corners shall be clearly delineated in the field prior to apre--construction meeting and commencement of any construction/grading activity. 7. Existing drainage courses shall continue to function of ail times. No obstruction of flood plains or natural water courses sh®il be permitted. 8. Temporary drainage shall be provided until permanent drainage structures are installed. Protective measures shall be implemented to protect adjoining and downstream properties from silt deposition and ponding water during grading operations. . 9. Fill material shall not be placed on existing ground until the ground has been cleared of weeds, debris, topsoil and other deleterious material. If slope ratio exceeds 5:1 and is greater than five feet (5'), the terrain must be keyed and benched into either bedrock or native soil with eighty five percent (85%) water saturation. 10. Ali grading. shall be done under the supervision of a registered civil engineer, soils engineer, or geologist who shall submit to the Land Development Inspector two {2) sets of written certification that all fills over one foot (1') in depth have been properly placed. 11. The contractor shall notify the Land Development Inspection "Division (951--308--fi395) at least 48 hours in advance requesting rough lot gr®de and drainage inspection. This inspection must be approved prior to building permit clearance for each lot. 12. Prior to release of a building permit, o registered civil engineer or licensed land surveyor shall submit to the Land Development Inspector two (2) sets of written final pad elevation certification to include o statement that the pad elevation is in conformance with the approved grading plan. Certification shall be to line, grade, elevation and location of cut/fill slopes. 13. Prior to release of a building permit, a registered soils/geotechnical engineer shall submit to the Land Development inspector two {2) sets of written final pad compaction certification to include a statement that the grading has been done in conformance with the recommendation of the preliminary soils report. 14. Post grading activities shell include, but not be limited ta, installing where applicable, graundcover, trees, shrubs, or a combination thereof in accordance with the Temecula Municipal Code prior to the approval of final inspection. Slopes over four (4) feet in vertical height shall have permanent irrigation systems with backflow prevention devices per the U.P.C. 1 � A ARTS H N LTA�T dba C C� St,,1 � Q i l ', i•i •r r ! � t �, ®� -��� ��� i # � ��� ,_ ��� � � � �_� ..� � � ` # • !, - � _# .. . . ! i • ' • # • A i • ` • • � � • • • i # r •- • • • i i • • t - • • • i • • • ' • ' ' • ' • • i • • • • - • • • • - • • • • • • - • • • • i • - • ♦ • • i • i � • •t r i • •' ♦ • is i ii •; •' • • * • • - • i • • • • • • i • - t - • • • • • - i ! • # i • - • • � � • � _ .. • _ • � • ♦ r is * * • . � � r • • • . . •- M " • • - • • - � • • • • i • • i' • • - i i i • - • - • • s • i - � • • i a a � • • a • - • i - a • -• • • •. • •• • • • • • • • s _ • i • • � • 4 _ i • ! • • • i - • • i - - - • i • • • • ,• • • • _ • i r • • • • • i - � - , _ _ . • i _. • _ _ _ • _ _ � • • - - • � • •:. • • i i - i • } • • • i • ` � • i i • • • • • i • • • - • • • i • ' • • s • r • r .. • i • • • ! • • ` i i • { i • • i i f • • ! • • • • t • ' • • • i ! ! M i • i • • • - -. -� • . • i i • • - # ♦ • - • - • • • • _ • • - - i � • • • • • _ i it '! - • • • i' • •" • -i • •" • i• i• -i i- • - i _ _ i i • • • i- •-' • • • • ! • • •• • • - 'i i 1 • • } REVISIONS DATE CC' BENCM MARK REVISED CONSTRUCTION NOTE 3 FD �--NAIL S' L.Y LI � E OF PAR. 2 THROUGH �, PARCEL. N0. 27232 ELEVATION: 1 °I 08.530' ,., _= � �,�o��ss�o�q Horizontal � Mi � 09 ti' 9T1 �osro Vertical * Exp.3-31-13 CIVIL • • ♦ `• ! • •- i "* M # • • i • # • • _ _ i � i • • i • � � � .' � �: i.+.. . » . i � ,..... � " � '"� A _. lit. LISENCE NO. EXPIRATION DATE DATE �. �JI�I� U�.NT'T'IE; CUT: � CY FILL: 40 CY EXPORT: 20 CY ®VER--EXCAVATION c�C RECOMPACTIOI� �8 CY r ,� �, r r s r � � .� ! i i ! � ! � � r � r r r �'�''J � .. , i .. ' . .. , � •� • a � �" � � • � r � a w �w � w , � * �, � � we i R.C.E. No. 40870 JO��Y ZHAN� OO RA�CO !.lAL._.��ti/R��A i \�A�3 ��T� A 1 4.d i • I r__ r ___1._-____. r-. 9y5j L.F. S 385 S.F. 13751 S.F. 6Q4 L.F. 1 EA. 13® S.F. 3 EA. 1 EA. A�00 S.F. 209 L. F, 690 L.F. 'tom+ �IrI►" 1 � � � � � � � � � � � � W.mY s:.............._. _..___ ,. � �.�. __.. � -� __.- ----- -' ..w�- �. l' � � _ �11 _�_ '� w 1 I.I. 2 56 SCQ�C;: � =' �� � � � r � , � , • �' S k ... �' .: ...n.... ._ �l'�� l .: � ,, ;, � , �• � 1 ! 11 �_, � . , .� � � � ,���,. w ,� .-, . �.,. ,,, PRECISE CONSTRUCTION GRADING PLAN QUANTITY: r T Q * ~* 01 c6NST-RUCT NEW AC PAVEMENT 5" P.C.C. OVER 4" C.A.B. Al CONSTRUCT TRASH ENCLOSURE PER ARCHITECTURAL INSTALL TRUNCATED DOME PER DETAIL ON SHEET 3 CONSTRUCT ROCK SWALE PER DETAIL HEREON i CONSTRUCT CONCRETE r r DETAIL HEREON i/ CONSTRUCT WIDE CURB , OPENING WITH STEEL TRASH a GRATE SAW-CUT,REMOVE AND RECONSTRUCT r A:. PAVEMENT CONSTRUCT i CONCRETE CONSTRUCT r' RIP-RAP r!r+r« r STRUCTURE r E PER DETAIL O (CONSTRUCTN SHEET 3 @ CONSTRUCT 18" MAX HEIGHT GRAVITY WALL BY KEYSTONE OR EQUIVALENT PER DETAIL HEREON SAW —CUT REMOVE ♦ RECONSTRUCTCONCRETE A*. M, `. 6 VARIES -- I I I I 1 °lo a —I. __ 1 °l°,0--- � ,�tf,,�,;, �� f ` '�''�`,s''f%,r,�sm''����"`r'r r� ` �` .. , ,,r`�'°�,;^• f , ,✓''r/ ..``,if`,, .%�i r`%` N.T.S. PROPOSED I BUILDING VARIES i I ( IN FEET ) FF 1 Inch = 10 ft. PAD DEEPENED FOOTING 1_1 PER STRUCTURAL PLAN` AND SOIL REPORf/,,ti REOOMMENDATIOIIS�/, \\ �./ r- ti. r r t Ar Is t ' 1iVAS l-I r _ _ I7 J = _ .. ,1 /q T/^� y�'O• I M q I�IVEI� RO 11.,4c�9s C�_1.!ii��3;�r `\:;.^ � ,'`\� JJJ JJJ � 1� �,�ti�Ra, 8 a �, ! g uCD t 3 4 ti AIL _»...._......_ .... __...._ 6 GRAVEL B 1CD 4 CXJ r , _ -,.- € o la CTI ON ._ .. -.-90 Oy PA 1105 J _ .. F. r CK • �"'r ®a ® O P..f I f d1..6 ' i. i. �' i .1► I ' , Y f _ ,. _ _.. .,._........ q^� _ ♦ t .` ' s 0 ) e.ee.•en EXISTING ELEVATION .. ., u S 527.63 r O r. �J JJJ JJ B 520.00............P POSED ELEVATION ©o I ..� M : v I s, JJJ �` °�� °`� f r t I :-(53a)-®,..,....e.EXISTING COUNTOUR ♦ CDf J � Y { r ♦. _ T. � � �, � ''♦ �.,� ,�```` � �_ - . _ « ' *a n....DRAINACE PATTERN s c� _..__..... ... ....... _...... _... .__ .... .. _ ...... '. ,`� � .....PROPOSED STRUCTURE PARCEL "A' -- 1 (�y�y �, 1�° ! 1 1 1� ®� - ....PF2OPOSED ' BLOCK WALL Y. ,. r Y.. :. l ) C C ! a T ICD �S�JJ� �,�®a `� ,� �,�� �,,� SW*...SIDE.............WALK ` _ C'JJ _ 13 _ ,y � JJJ JJ C� �. �. I a ___._....._.,..__.......... ... __ .....CENTER LINE r � � � j o 4 , --- i ...� ..... PROPERTY LINE ' IM 8F f•I �� ....CONSTRUCTION NOTES I �• J 4 , � � � ,G VELBAC� LINE r- a r ! Y 2--�-`. __.._. ._.._.......__........_._. -. _ ._ _ _ ..__......... _.._......_.............. . 1 .... LANDSCAPE AREA AL.. r , - A d. *b ry 32243; f 2 --- �10i€ 3 .....FIRE HYDRANT T• ............. TOP F CUR •n U F' I F.L..wmwevwmsv•e ,FLO LINE wwlml FAI PROPOSED BUILDING '------ 2 MAX EXISTING ! 1 GRADE OF SLOPE EASTING FENCE 2% Ms ►- ;�,� `SECTION\SECTION 'TI N . T. S . PROPOSED BUILDING FF J //PAD / F,G.............FINISH GRADE NATIVE ACKFILL r F.S.............FINISH SURFACE < cc- r r.' %3 I ,�iJ _ ti ' •+: •-,_ .{ i. ',L + ,] f .G,n' > f )' 1, y. � JJ •� � �I F,F,..,e,..m.e..FLOOR FINISH _ Y; i fi 3 7 # I•-I.P"....w.,....n,I�11GH P INT : O UK � Y �I `ti . _( E �- J.. -_. - •j4 r 'j` F rrl ` as e �`.. P P POWER POLE , w%109,781 r'F Retained Sc�if D/ ........... DRIVEWAY _ . 'Y_ Y• '�. ' �'f- i. :r. ;•- � v. : -_. i � Gam/ i__..-------___� � � �/ r� _ -— Unit II � � '� �, I p • �0 3 I `' f. f Y_ '� , 1 �5:• Gj^' — 1 �' '`,s J �'� `� 1- - I '! - ..........n WATER METER r�l Drainage Fill I _ r f J° 11 ►� ti fi r /4 CT�t.lShed . .. r �, II�V.............I EFT ELEVATI N r r _1......... (". ... t A ry 5 T E ,w.e,w •r r ,m wne nr J i i i SJ J \ , ! T, ..w,..,,,,nwT F T Stone) } r. G. G E Rock �C Stan T.. »d...J r" -� ro. ;_ ;- -;'. Y- ',�. .. ;_ `F * Y.,,_ : �I • `*;,a !I I : I � i: 3 i; : J` J ROf [�` 'j-••�'��»..,.....»_-,..,.,.....» Ar Xi n Limits Al 4 ;. : i J LATERAL- 4DG� I , J1 e of -.LINE" J RIDGE1, i ............ ... i. ..... (. :{i q, C : r +- ... ........... LINE Al . ... .... ....... ,_ '-4 .. , r , � i . I I : . , :: I : : I a .G u .4 D�q n,.'„ O�.•], i :' L A { • 7° "^�' ^T"'^ �"• .•r +'.%r;�.a, s+-rt1: •nyd7,i,) ..:,.� ..�. ....... ..�... `.... .:,�... _...o ate. _.� �.:r.. ®..,. .-��.: _ ,�_ .s...:. —._..� _...,—. _»_ .._s _re._. ..,.... ._... ram r 1' j r L , n t , 1 ... 'r= < I' i: 3 � .'J.n:J:cSia4 :Jr,.i. .� nt: vi•V V[r. J5r4'ti:r I.V 3 ,,,,/fir I. ; • i ., , 5 _ - a� ' r t 5r, Mr ,J �• �r / • _ , I R ►� � WI CiE NG ESS 8c r ) l K 10 t j/ r^" GRESS & UTILITY V EASE T , r E?�IS G ', ,_ F n� I LIMIT OF IMPROVEMENT � 1® LIMIT O IMPROVEMENT 10 10 E N S MATCH TO EXISTING -' ,:. J EXISTING SE ER TRq J M AT H TO EXITING G• ... J JJ EXISTING PAVEMENT r.. � �NOL4 ! E 1., Jl� } LATE , EXISTINGv VEMENT r f � w N58" V57 E " 129.34' 1 U '�--EXISTING SEWER. LINE --� N 8 1 00, FS 1110.90) S 11 $ 7s s s --�— s ---- s s S •----- s s .,�..�. ... r N ` I I II I I ■ f ,..,: i �_ BENCH i Designed ByDrawnBy Checked By SIDEWALK,UNDERGROUND SERVICE ALERT REVISED 1 ' 1 l s % r i Contractor- NO. 27232 40870 ACCEPTED BY: DATE: -- 1-800 i 06/25/2012 11 Inspector BUTLER i • __ � � � r >.. r r , ' r ENGINEER n7.9(;n OF R.C.E. No. 40870 Expires 03/31/2013 R.C.E. NO. 47109 TWO WORKING DAYS BEFORE YOU DIG Date Completed TERRACE`` & SWALE )EXIS Iv DPE I '7 MAX I /: ' I I 1 O'--. I i I LIMIT OF PROPOSED logo I mPmuvEMENT — CenturyKeystone Cap Unit Keystone Wall Unit 24 `: .. �r t 5 I11111t::+.J.rr _ _ Concrete ": Foundation So il IIIIII III BUILDING AND SAFETY REVIEWED FOR COMPLIANCE WITH TITLE 24 DISABLED ACCESS_ -AND ACCESSIBLITY ON t ` AFPROVED'` MIT","a .yy. GRADING ECISE k..+. S EROION CONTROL LAN a UNDERGROUND SERVICE ALERT CALL TOLL FREE: Contract 0 Inspect �7 Inspect 2Z f -2600 r: 'RUCIw TION RECORU-1, REVISIONS m BENCH MARK SCALE FD C—NAIL S'LY LINE OF PAR. 2 THROUGH 5, PARCEL Horizontal NO. 27232 ELEVATION: 1108.530' NEW DETAILS ipleted F E S S 7/06*,�,, GO 4� o Lu 408� r w I m Exp. 3-31-13 CIVIL R.C.E. No. 40870 1s=_= 47109 CONSTRUCTION NOTES: QTY. @ CONSTRUCT SAND BAG & SILT FENCE EROSION CONTROL ALONG BOUNDARIES OF 690 L.F. CONSTRUCTION AREA THE SAND BAGS SHOULD BE A 2 BAGS WIDE AND 2 BAGS HIGH INSTALL CONSTRUCTION ENTRANCE WITH SHAKER PLATES 1200 S.F. PER BIVIP # TR-1(12" OF 3" TO 6" AGGREGATE) In 102 TYPICAL SECTION — SILT FENCE NO T TO SCALE Z7 > il NOT TO SCALE [­­6" MIN TE PEATER THAN 3- 4 6 ALTER FABRIC 12' NDE X 30' LONG) TYPICAL SECTION — TEMP. GRAVEL ENTRANCE NOT TO SCALE M. WITZ. MID I - #4 0 12- EA. WAY 20 —WIDTH PER PLAN U—CHANNEL SECTION "At' NOT TO SCALE I& 1� 33' B 6" WASHED RIVER ROCK A* 4 3� 5" PCC7 4I ---- -- 1 — -00 U—CHANNEL SECTION "B", NOT TO SCALE U—CHANNEL AN NOT TO SCALE M..«_:: 1.25" SEE PLAN . .. . .... 3.157" 3.157- SEE PLAN ...... . ..... C"Ij DETAIL 1 0 v as 00 s **v a 0 a IV X 4 a . . .... .......... 0.625" DIA. HOLE THROUGH .19 10 x mg, x a. It x 9 m 3 it x C a *x a is Is 4 0 0 0 a * a 0 0 i! a f * i? 4. f f 4 EMBEDMENT FLANGES a 0 x 4 0 2 it 9 1 it r ft It it -22 (3 PER FLANGE) a x C a 9 a *X*xftxx*:* *4* 10:4:0:0 9 a 3*0 a a 3 vc dc 9 Z Z 3t x v 00 < < X 0. N R 00 LLJ LW J e as ae as .. .... ..... W -A ..MW ** ftx Ic a it wx C x a XX "\�INTERNAL EMBEDMENT . . .. ... .... ....... .... .625" W, FLANGE 15 PER TILE ­_1­­­.11.­­.,__ I If 0. 1875- DIA. x 0.0625" DEEP REELEQXD ELAN TILE x DOME UNDERSIDE OF TILE SEE PLAN —5-N ............ ....... ... . . . . ................ . ........... .......... . . ... . ... . ........ 2.3 2.35 90"' POINTS 00 C14 001 .1 20 2w 0.045n HIGH 1.25* 2.35" ............ . ..... . . ......... .4w 10 EQUAL SPACES 00.235 a C/C .. ......... , 184" WTERNAL EMBEDMENT C FLANGE 0 3- C/C (SEE PLAN 0 FOR ORIENTATION) ­.� . . . ......................... TAPERED EDGES 0.625" DIA. HOLE THROUGH it MERE EXPOSED EMBEDMENT FLANGES' (3 PER FLANGE) Lo[ O� AS SHOWN ON REFLECTED PLAN ..... ..... SEE PLAN ....... a- (n 0 2.35- 2.35" ul) 0.1875" DIA. VENT 00 90" POINTS i C-4 < 0.045" HIGH D 00 �25 i HOLE (ONE PER CE(_ .225"If .45 EACH SIDE uj 0 . . ... ... .... L 7 4.4- 0 0 F,11 All. co ... 0 q11 V e), 57 (7 .185 .188" 0.625" DIA. HOLE 3 3.125" 1 __] i­­ 11 ..... . ...... . ...... 1 3.191 EMBEDMENT FLANGES AS SHOWN IN PLAN INTERNAL EMBEDMENT DETAIL NOTE: IT &-. FLANGE 0 3- C/C (SEE PLAN FIELD LEVEL DOME FOR ORIENTATION) COVERAGE = 41 POINTS ffkR%LR__" PER SQUARE INCH TRUNCATED DOME DETAIL NSCALEZ�, LD 12 056GR OT To � AWL SHEET NO. DEPARTMENT OF PUBLIC WORKS 3 PRECISE GRADING PLAN — PA 09-0083 OF3 SHEET PORTION OF PARCELS 4 & 5, PARCEL MAP 27232 29742 & 29744 RANCHO CALIFORNIA ROAD