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HomeMy WebLinkAboutParcel Map 21501 Parcel 2-3 Precise Grading M. 44 1 G" 3" .• 1 . All grading shall conform to the Uniform Building Code, Chapter 70, as amended by Ordinance 457. • i'•G►" 1' V' I'/tN 3'-p" % '-� Ze 2 Minimum buildingd and drainage swale slopeshall be =1$ if cut or fill is less than 101 . 2% if cut or C /Z/fl/ ala&* fill i s greater than 101 . Drainage swa les shall be a minimum of 0.2 deep and be constructed a minimum 60 CURB ACG I��Z`n ��'�j'� I r•�'� ��" - ����► 1 GEY�L z e,v,�' of f ran the tap of cut or fill slopes. • . •, • . .. .� .. --�-;- ---» •. Maw imum cut and t f 11 slope = :1 • 4 CIS FACS • � ,�� /yl/�I�' �" � ,�, -. � �s', • � 1 ' 1" /a��1�all ,�' /iY I " �� • • �• 4, Provide 51 wide by 1 ' high berm or equivalent along the top of all fill slopes over � high. 4 • ---•- , , - _ UP �Nllfl •.. , 5. All grading shall be done under the supervision of s competent soils engineer who shall certify that all • .t •• 9 do . . • . = fill has been properly placed and who, shall submit a final compact ion report for all fills over 1 deep, . • , r x 1 e , �.. � •� � . . • ' ., e.. �'• ' Department written certification of Q-� • s , .� • /�A'4 A` 6. A registered s to red Civil Engineer i neer sha 1 l submit to the C1f7 �.�r�����►r,�ij� Dep . ,� completion of rough gradin in accordance with the approve rading pian prior to f ssuance of the building c/D/Af T`' permit. Certification shat be to line, grade, elevation and ocation of cut fill slopes. �'. Provide a brow ditch, designed to handle 1 aayr � Storm flows. along top cut of slaps. A � w 11 re u r f 1l 1.1 teatsr than one foot. � � 1 can a►ction re rt i be i ed ora fi s� � CURB � a ariat� '� � � � a a 0 1. r �� • " SCALEI 1"�!' I I -. g All radin shall be done in conformance with recommendations of the preliminary soils investigation b SCALA 1 �� X �' dated .. Two sets of the f(nal can coon report shall atobe submitted to the Building and Safety Department which shall Include foundation esign recommendations and certification that grading has been done in conformance with the recommendations of the preliminary solls report. 3 `�Y � h 611), i ra�.r117 Department at least 48 hours in advancer uestin •.. „ � 1E�. The contractor shall not the ��y �.� � Depa ,. � ' '� �' f f n ish lot rade and drainage inspect ion. This Inspect•�an must be approved prior to building permit f ina ' ,_ bit �"C,R ,, oa 2 w/ inspection for each lot. low* .� 11 . Cut slo s equal to or greater than 51 In vertical, height and f ill slopes equal to or rester than 31 in yt 1 ,. �Cfi . ve 'tica height $hall be planted with rass or ground cover to protect that slope frau eros on land instability 1/2"R y R` -j�� in accordance with Ordinance No. 45►7 pr or to the approval of final inspection. of rr v �j 1 �� 12. Na fill shall be laced on existing round until the round has been cleared of wends, debris, topsoil 0 mxoff�_ 121w_ � C l w /� /�7 1/ a '� 0 � �- �i# 3'' and other deleterious material. W, 000 �" �' 13. If steepsloping terrain occurs upon which fill Is to be placed, it must be cleared, keyed, and benched -�• t 18 into f irm natural soil for full support. Preparation shall. be approved by a Registered Engineer prior to + s�'A��. / �" ' placement of fill material. ' - • • •�► • cv ,� 14. During in rou h operations and prfor to constructfon of. permanent drainage structures temporary drainage ,.��l�Yi �. ii9 9Trading m centproperties* control shoutbe provided to prevent ponding water and damage to adjacent • ' '• 15. Gust shall be controlled by watering or other approved methods. 4 • CURB - - to function.ion especially fa l 1 during in storm conditions �, 16. All existing drainage courses on the project site must continue � Pe y 9� - r • •S '-• • - `. "sJ' A �' Protective measures res and temporary d ra ina a provisions is ions must be used to protect adjoining properties during X&V �'�"L ' ..� _�_... �-.- -- /a �� ' � ' y g p SCA LE . % .. ---- .�" - --" - grading ope ra t ions. (1 . ..- - -'.•... --- • �' with factor of at least one and f Ive tenth i 1 .51 shall be submitted by a Soils . _ �. �Q,vp,�' 17. Stability calculations it a a Departmentf r u and fill slopes over 34' in vertical height. � inset to the Building ld in and Safety o cut pe • �` � ` L or shall submit certification of buildin d elevation. , .. , - 18. A Registered Civil. Engineer or Licensed end Survey 1 �� 11 D ` .''` 4.• �.' ..•A . Where specific elevations are required, the elevation (with respect to mean sea level) s a 1 be given. • �, i�1 - '�,' If an elevation with respect to adjacent ground surface► is required, the actual distance. above the adjacent /r � SAW CUT f KEMOVE r�1 ' 4 � round shall be given. 1/2 to T t' OF AsCe BEYOND LEVEL LIVE LIP 6R G UTTEF� '� � i • - , MATCH-UP ,,.�����' � •� 19. Ef�t?SiQN CONTROL: All graded slo s shall be planted with Rosea Ice Plant at 12an centers or snot or approv Slopes over 151 fn vertical height, fn addition to ground cover, shall be planted with approved ,► • a * . , -- �. ' 1 2a' on center• �� � �� q , g roup cover. .� / `' •• . , trees. shrubs, or combination thereof. Shrubs shall be planted at 101 an centers; gees, • 17 •. combinations. 151 on centers. Slopes over 41 in vertical height dhall have permanent irrigation systems MODIR�Dc ,�/Ar�v .� �. backflow 1 w prevention fon devices r U. .C. Chapter . 4 13ARS� I S"4.C• �' BARS 12 O.Cs �"� �fir/'� � �,, with bac a p per N p ALL CONS, ?Q 13E CLASS A �� SCALE : 1"= ao" 20. Finish rade shall be sloped away from all exterior walls at not less than �" parr foot for a minimum o ,�- Z1011Z/,/I/,�" rfX1Y '/r� 91Y �ll�' WO & 3 feet. CC. D12t � CAAMMEL EETA)L � 21 structian of f load lains or natural water courses shall be permitted." Ito vA K I l�5 10 . o obstruction P SCALE , 1113 12' Ely•GA'Q�/�/�' 4 /ACCESS NIW � � «: 22. All roperty corners shall be clearly delineated in the f Feld prior to commencement of any construction/ -ROA rad n . • 2 w g g 23. Minimum parking lot grade shall be 1%. /I�j 1�i 8f.�fliu km �,�'•�r/�►'f� � r rr J� 1 /V �1 G ¢ v 24. Minimum grade for ribbon, drains shall be 0.35%. If YIN� � �-����� �5. An approved soil. sterilizer shall be used vn all subgrade surfaces pr ar to ►�JIL 11 .�, .5 a �� i " /�Y placement of paving. �1 ,, 3 L SLQ�`' " EX CIR04INip 6sphall� emulsion fag seal shall be applied not less than fourteen (14) days IW411 12/ atu asphalt. h l be a lied at a, �' the surfacin an s a ]. pp , . . � f la w�.n placement og v 1. . if , , ?it 1VAX0 of 0.05 Gallans per square yard, asphalt emulsion shall Conform to sections W13 �?. 37, 39 and 94 of the state standard specifications. ~--�.. �-��� ''�� / contractor shall apply to the cit engineering road � u� Q /� �7. The subdivider or contra pp Y Y g . department for an encroachment permit for all work within city right--a ~way. A ��'?�/L7N 49"18 SEC TION C~C SRC7*10N A''"' are re uired b the de artment of building and safety. �S''�'�"7�/C�'/V A-, �' �a. 7wa s��r��L ��s�c��a�us � y p One inspection at a time the base is placed and the second when a.C. Has sen placed. . 9 The contractor shall be responsible for the clearing of the proposed work area, and relocation and, cost of all existing utilities, The city shall be ,'to Sea Detail ''N" ' informed 40 hours prior to beginning of construction at (714) 694-6400. ►�,��c► -*•• °� 3a. A compaction report b a soils engineer shall certify 95% compaction of the � • • • �. p p y ement of asphaltpaving* � ,� base prior to call for second inspection and plat p �:�"' ' • �'/ ° 2 l 1/4"x 1 Steel Sirip to 45 t44a V" ,. 0611 Bi►Top • e471YX7APL1t TlaN W74CS 0 ZwXr11n,47,F,0 0e141Y71r1ZS • "� SU P4R BAR S E CT I o N "E r E1/ �' M IN Countersink Plate for 1/ ��• , or 11-1 � ,e •� �� 12 x I/2 Dla.Rod WELD TO ANGLE all v c d a t e meq/ it /y © r �/y�y��y A N �/r�.�r�, /{•�.�y(/��-/j {/ • ` , ' r , Q i 1 C�i e MIN J �e. fI YoC• � � • it I I �4iR�Ap/ �g zt4 F 4c) �+ �. .r 9w • V' ! V GJ. ;,'o �,,�-� � ��� Corners & Centers 4J � • l .��� ��c� ,�.� . WELD /2 a ,.. �. , sod. 40j 341 3/ 3 ea1yj,T. .e. ffM 4 c a1 Sea Detail*GH 3 x3 x3/8 , . . �. . 1 Angle(G a tv) 4 I Yxrxzz 2 .r 41 /r'�.f�WvawA jig Zoo �l./ i ' )) • �► Cd/1�.!'/?" L'�/If t� a 4rIlTTTIiP 19CIP ., o7WIZ f1Gr/f',rDlfl a '' , \ 1/2 x G Anchor Bac • ' G.IC ` r =� '4 • • 1r ,1 /j/��//� &14170 ,/ /fir�/ p /►��"' / n .,�.'-000.�.t. 4 U/MJ� G U �/YL/ !'"��� 6/G���L �/!�� .� � . o.C• • • DETAIL. C� , / / - V L f • • r M. ti ' r r !•r r *» ry • .• .• ., . • ,r • y •' , Aff ICA, �/ Il .r /• fI• .�.W..�� --�� /Do L./• • • '..• ` ,l �srT �_ ,. • • '�.' • `. , •• ' ' r• ,, • . ' ��/,YJ'1." G'd/ '. l�if'�l/�.9'7,�A,f',�'if'DAG' '�'�f'' ,1'/U./y`12 ? t� • 6 8 7 0 P= . . r --- ^--- • ,. ~-- -�� ��' ri 4 Bars 12 0.C. • Tt .. T1�.1 FLOW • . , .�--�.,. 4 B a r S 18, o•C• S►E C T I O N '4F v. ----..C4�xr, G"a&e- �ii�1xv ae ,/'r.4z " rllc' r "�1J,�lA/��E�'�D,�f�• .�. 9�41.� L�'' o FLOW NOTES : Ito E"--*J •,� t� ALL CoNCRETE TQ B E CLASS "� x x� t 6'` �/ ii � (�,f���.� ..P�' �, 4 ,ti,-' o .1 �d� cv �� r ,r� � � � , - is ,�w : �a - -- �'� •a wows r,rr►ov1 �x�ri�8 w ��. �uR� r ALL STEEL EXCEPT REINFgRCING BARS SHALL. HE GaLVAN1xED AIrTER �' SUPPORT DETAIL �� � � /� �. r/�"/�f'� G�D/JIf�'.9'G'TDr!' - It. SLOO - FAC aF SAwCUT IINE FABRICATION. fid` ,P a .cc ��o WILD Urr� ANGLE pNL`� /¢ CD�f/,PT." .�0:��/�f/�E"�' D�7ZArr *MMIV74 f��"lfP. efl.1 X11."�YG.'1!' .. 64 �CAS , �� • �' ti�G ACJ "-� ._. tr rr+r Q,P F... e a/y.I7." Mffi .. sXXII I V Z' L�f/.a/f/f. z 1171P0 TH/L` .!'moi?" l�/ .-. J' PCAU - ea�fr O a�.�,ca�oxtily /9if RKWIZ X/w 4/19. -�. .. . . . _.. .. 94 Z.0117Z E T X rlpZle r DR41AIA i9l . �� �aN�� �iP�,�P (/a x���trIiy,�(� V��. Mry� 69007;eD ... � �... ... �` AIF R lA , jr#FW 4350 rEMECV" FARO Underground Service Alert `� ,�I XA&�Ur d�� ���o��- �X/�r�i,�� �,�.� .. X82 �� :'i• Temecula - U Call: TOLL XO/ZX Z 96*4L OfXelf1p7l" FREE ' of ZZ--10(f C'G�fT/f/�L�L`i C�/C�y IzVe- ,SAL LPZ,�IIOPZ ` R�1Pir�Ltf 2�`J al 4W71iPL'�.L /�l�f� CL/�' .�� .�,�'� �'y lilt lj6gal JIX111.9"Z141 13ZYrV i %r7&*f�,,4 4JAFeff.9z/X/WXtr 11WIFIr /Va Ifa lfsane 1,57.1 11W16KX /C/ZZ __0 A U:�rI4 ey 422w4133 �/��"f�J'/f��a ��'. 9�.5D� 'l/L� L'♦4'. 92.�.�11 ��--��.3. 4000V44001P . XX ,��.� �,��4.� X�� .��9z TWO WORKING DAYS BEFORE YOU DIG pleev,�41f2axwoalI° DL' �D �IY��C' /'9 `DDD , .�w.� ewe,A.��Q . 'r•• SHEET NO. RECOMMENDED FOR SEAL SEAL • . APPROVED BY . T.CACCIIZA APPROVALIra UU 6!IN")P,IN4 9�, lltlCo zl;r c n�l ,,... Z4 , 04 ?250SP4Ve .� w rr, PZ4N Zl D•�" , �'" d�"G/ 4J1 1 F - HTS. No.0043613 av O -!a- Exp. 12.31-92 l/ RAVIYZ" 7141 6� UrZ1w,7FZ0* deAPPROVED BY DATE 2 . ,, FILE NO. DATE `i'�` �IVl�.• �� . � .. •� The private engineer signing these plans is responsible for assuring the accuracy "A y C L.D. i ��"����"�'�L�'��1�'/Q�,��Ca�C'A.��� .�,� � � SCALE r BENCHMARK �.'����,� •�,��� ����>9��,��,.�i7��' ©,�' �s��ri�� and acceptability of the design hereon.In the event of discrepancies arising after APPR. DATE CHECKED BY Q 1.� � .''`,, /��/� r p Y 9 DATE BY MARK �A .��'' .yl.��c�',G� �� /" r Burin construction the private engineer shall be res onsible QCD � Al eeolwlt/rllp 0�r15Uf/' V_S- 11114 1V� county approvalo g p g p FOR V1i•Q• for determining an acceptable solutlon and revising the plans for approval by ENGINEER REVISIONS COUNTY DATE DATE �.. � ���, � ► R.C.E. N . ,1. EXP.DATE the county. DESIGNED BY .G?.� DRAWN BY `oW./l/r 1.40 CHECKED BY R C a X4`1 ,. \k 1116% -y` ^`\\. \........, ............,.. 1 'w, `, } G b. �..: ......r 1`11`x,. , i •::yti•.•. , { :h :.m. t,: '"x+,44 yCt° `•tip '..y�y �f 4 y S �: / # I ° `� \tom`\. v '� •`N •, •° •�;•}�'n°::`•':4.1110.. .,-y-:,..,` K � - f.\ � }•}4x:11.: 1..1: I COMPS J'jA� dy&e // /z od B. del"Z11rr"W/meg ZAMT) `\. a \..:"` , f �` N- 2 CD/yf'T. ,; A e. Dl/0if' 9" A.f.3 C9.1P11///ya L�/YZ�) ....F � c��s � :r .��• ��� �� � `� \�{�' •� `►'�..' . .. •�• ��� �3''A.� D!i�iP �" A. ,l3. C P��f'�/iYG"A�P�.9' ` 3 ca��Tr S �DA1� . # �, Y'� ,�,, :� ``, '� �` J'TAL L �'x���R�.D�l-ODo //��D�P \1_ .� C / m . (� r � ��. �� ` hw : :i:::a4 cc•::4 :�.•: 5 CO�J�T. G�!/if'B `�l//T�if'' P�iP DATA/L ��ft'�'"Drt/ F 1r r / y.�,\\ x' tr 11 .:y }`' •' S ,2 �f h•'`:•y �' C'Dr�/ r ellif lg 9iVZY PZ R Vc.741L ArIfYdIY w F :tom 1f•. Qr . J f^j r° r ``5 . + f J f - r iI s r�r: :,,� � q • :4 /(/�//� \, cO�J/. 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T�•`I/�IPli m d72 � . y � z � r� • o-PI/Ty Ae�rr"SIAIZ� ��p �-.�4_.q2 RL 67*T jOZ04N 42® w rr, c/T,Y DIC Tje /lyl�'l/L� � ufuf/ L.4111 � s 4�jq/ ' / �� �� No.ca�3s13 s � of � sHTs. - Exp. 12-31-92 �� 0 L A APPRC)VED BY DATE /� �a_ /. -� R � )P//9/l/�' <7/4� 694f 9522 The private engineer signing these plans Is responsible for assuring the accuracy M,0. , 9/ G.D. / •��'v/��� �_,�/;Vle7l/� G.�'AG�,65 61 DATE �� CIVI\ �� ,, FILE NO. and acceptability of the design hereon.In the event of discrepancies arising after CHECKED BY 4Q �,,fi�,c r SCALE //_ 's N H MARK xS e71oma 9 r 8 X- . DATE BY MARK APPR• DATE ��CALF �- / _ �/J BE C . county approval or during construction,the private engineer shall be responsible for determining an acceptable solution and revising the plans for approval by ENGINEER REVISIONS COUNTY Uf.e, O'G♦J' Vlfe t/0!!57d-/9�";' /I.L:�''A�*T4 eOC 0`'d '� � ' @ '/ FOR W.O. DATE � ��, _/� �1 I,�,� DATE G'Dr�/,��/�D�" i��PDr�/•�"../�T,�/1��//l�r(��' the county. 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P -�__r�f -.I? - / ! /P *`" 0 1 , 7/Vol /,0!M!!2mMr1f��40 10I C J!CAL -- r"I .:A PP.*fV Y&P BY" airy o� 7Z`*t#roZ1Z*4 APPIWOI .00 -Ir �h-,. qe ) II / � % i� ze 0 6 V� ,* Y �r,i/ qtc _/A 6) o�rZI DDcrSZ�X /0. sr�f"4oP7 �c.Z. ��2�� RZ 477 pLA04/ 2D .3 -� Dz�'l/ry 2/r/' ",9/%29/9 Y ZX14' (5r_9a 92 IC-1-9, I's-Z" f F r= eIrr D�r���ez1� D)MEMS16M C O)UTS D L PLAM �2ia� . %�. �-�- PPa ; PZ flr EXP. •31-92 - A PlplfDYZOV BY 2.-MC r Ig Ao 2'�D�/�'• ��'/�l S94� 9522 rhe private engineer signing these plans Is responsible for assuring the accuracy May q I LAD. 1 �E�fS�D �L�yl��l GR�D�S P�R1t1�1G f, D�r� _.�• �� ,v �. �'/Z�"�/� and acceptability of the design hereon.In the event of discrepancies arising alter Cf��'c/f9D 9f/; �W_ 'I���' p Y g /�� � _. r '���' ., �,<�.��.•� � �- fC/�L� �I�. / BI�/YL'y/1?Ah'�: .../A�"L'110�1/ � T: �J' �f'. ..�11'' count approval or during construction,the private engineer shall be responsible DArE BY MA,fk APAP. I>AT `� }�("A �C 47 r Y pp g for determining an acceptable solution and revising the plans for approval by k_41611P � RZ-//�jpy� Cdl/� "y �� N �' .J'. . 6'�- 92�'�t/Z:•,�/DY' DF D�.D /..�/D�'. C� G�'Ly AD� 1�,fI, .i the county. A4rE' DATA' Y �.L'.�:iYD. -�3�.3 l �',YP. DSI - 'zl3 ll of ie"/W/P D� /AD.(/7",�T /�l1//�(/,PT. gve PR411/X/BY CyWG'4�"4 43y ZLZ_1/, /DD.S:eD�