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Home My WebLink About2016 - Tecorida Avenue CONSTRUCTION NO'TES: /. N0 e0' N5 CCN,'' 4LL aFxA l-15v.°' '17E 11 r'z' 14zFp1w i2za ww e wr 5mzzT Al/_z2A/' z.-45T.N176,m75 J'r�IaR ra grwr/N GST 1r�4!,�.M''. r %T�'�Y .G✓/rflr./�i �'p�v F�'.�e�'S�'�'/�P Nc�TI�/G�rl�✓Tl T/�G/TYa � ;� - LAME 1 es � 'l OF A CITYJp r . /L 1ST5 L -41C �C�5,441Gf�IG`4T/ 'N5 .� 5Fi; M 4'o6? ALL BENCHMARK: N c AGTr N r 5r5 L � ' N v MAT ��L ANVMAT /AL / G,EpAS. G/r�L vfrr// P7'Z 3 NG�R rN/5 rR4Gr15A�N'S. Z 5ZXR,6 r, rr v49FGOtt,F r,F �4'Wg G/TY /ZZR/ r' rYor` Af,�'1 . 7-5 ALL ZLIF 6` . 1fi' T`.i G 'T/Ffv ILSii /� i '' f�N T/ T 'L Y.�"l t r,�GC?rZAW ,4T/©N 66g.3r� A L CA AM RA Avgivugl .5 � �� lei /.�L .� rr�' �' v/�,� ,�T/1✓� '�'�4�',�/�.� Cid.�o-5.�/oV//�°.�'�G�,�G�1�/ Y• f..�M `' ALL I-1,411FRIAL IN fLL. Gr/�S �Le� TSE VY 6. i4 "/.5r� v /!�/l�r3rrEL"R TeRT/FY`TIf4r / l.� N> P.qo fii% MANG, /N. 5'A; - h'LGG�f'vv, S//Nla. i TI G- N.7:5, PEI��'�,�D�1 'C�'.AV�'T '//c�V/.��"�fi ,� I�.�'G/g✓IL Li'!�/r �,�G: 'dr/�7"i '�'C' r'�NT.�A,�' A/NALrN.��T�aY/SMAv,F 7. T� %jHj== INDEXLEGEND: PUBLIC IMPROVEM.E-NI PfAAS TRACT 2445 T2 4 S CA DER 0 CA L IFOR IVL 4 lw� VICINVi MAP f� �L ,��S�'/i�'/fT/LfrY��v e.�� G�N.t�5 TSS/'•�i�'°>V�1".8�'S/�l�i/ON 7/�/�,�/ et�.9Nv /•I; 'aNGONT A;-,r R 4C F-5 r/ATIE_iWL I-•IEET SHEET DESCRIPTION Aa .�L�•Al�' 1�"rE' /L�ILr!'I"�hPL�i4r/r6�r�Rf�S///t�LG��7�,O.�L G9'' h'c�k'G�v .EX/.�?rrt� / Y,��5�v err,�frr,EsAIV 0»rA17//Ir/,F5A ,WaZiG'/7&rH,� f, ;6�w5 etr/ 1 TITLE SHEET, INDEX AND NOTE IG�%e' oll 'AkaV,FNr .� a G ANvc ' 2 GRADING AND SEWER NOTES ALL ur/t/r�� ►N/�.� T� T/�f�v r r�r��'ST,a�r�� T`�r� Tf/��v,�r�T�oN�ivGr ' ° °•tl • :P` •` � .. Wff_L c ✓AGr Rf1lc,_ A2 r/9 VAr/ 2-.1 Wv. ra T, P/44-5 MI Ta r/:".5rARr ----- �h� - ,h��/�M�/N 3 SITE FLAN �, 4.` A • • ••1 FXG�V,�r/r, r v�L // �` L , Nr r�T/fr SAN rt��, r t //ars �r.�rJ • H •" 4 •a /v 4 TECORIDA AVENUE-STREET IMPROVEMENTS " `� •" g' ` +* °� •• 6 . 6A5MA/N "�-�'- 5 TECORIDA AVENUE-UTILITY PLAN AND PROFILE 0 POQUITO CREEK LANE-ROAD SURFACE AND UTILITIES -- f� 4 1TX1/aVAAV r, / 116W6a�.� L )276WNE".5r7F1W®a 7d P rA/�r X55 - / MIN 7 GRADING AND DRAINAGE PLAN 7a SECTIONS AND DETAILS LGrrG,��, TL� ,� rr�7 // 8 FRIDGE DETAIL-@OC.�UITO°.CREEI� LANE ria .5v AV �? 9 BRIDGE NOTES AND DETAILS - POQUITO CREEK LANE /h 'e fl rO// bi N,�.s�// %/f,:'/N54F,,.,76 rAZb?r iN,�'C�TR4e;raR TC�vZWAr1aN51N;WF1 RKfiRlM Tfl, 4 7 'L Y rr�C 'r 'r<s!,T � r ®T�15Arr. .�GT/crYG T//�' �� / Nrv, NT / r, �r, siv 9a BRIDGE DETAIL / -;�GGr c 10 COMPOSITE UTILITY PLAN ---� 55 w 5 7leR/Yt/N / r iY r T11l�Nc Nr'A�'T LL IMINTA131 G NB V L �N � r , c ® ,�,�rL GM�� 5 Pc� /?1oL� 11 EROSION CONTROL FLAN LOTS 19 2 & 3 ��► /AP T .SNS r/ �5 /r Tr. r��, Nv.� //G T/�NS� r/r� � 6A5M 111 '12 EROSION CONTROL FLAN LOTS •4, 5 & 6 ,PRat-VIM F 71EZ7 / ,9 Jam' 40/4 i� /e h'v� 1116--5 �, .5_w v t HA0-1 �/ l`�'h'/ � 1J1. v r� /��"��Y'.V a G/YlA6iN Rlr ,4R , r v S SI , /Nlf 4 13 EROSION CONTROL FLAN - NOTES AND DETAIL � �-- - - , 71FRlE;M- �/�'6f F 14 EROSION CONTROL FLAN DETAILS 5f-5 raves RM1 Tr s�L XrSTiN .. rL ANvA 7/ /))/� y+ 15 LANDSCAPE PLAN / C �Y G,/orY / _ //6 1-?ARl�N t.�N (i cilP S.�:SLGr/l r- SJ f�rGL A71-0N (6,/ 4r. "" 800 �� TecoR10A A C-nlU : r ��. r' � �&1� 16 REE PROTECTION PLAN / ALL /�'lN /LL . .5 LL 'fr//1A/"FTf/OI G3�_,�",�'f�31eW Tr z9L A/ �PE0,6r /J1"L/N - �L�9.r5.�,466,�'�rS.�T.�934.. ' IGN4 TURES 1.5 ALL //T✓�r1YL ,�r�..��e'G ' r/G / �� :lad" L�/�5f='�/5/�LrlY�rh!�v�3�1�i ,�rN/.5� >�� _.UTIL11 r _ 5AN/rARr- CRNAM . T /N Af f NT rNAr � �'T� Tf 51R R1,r.,�5 fN 71WZINF� W 6 `MF5ftl 9?E /r ra vAy 17. FX9rfr FAQ Ar L °r,�., �, r��rr/Tr G'. oc Nr�'•Sr. Nv �vS�t vS��G/rG r/�r� - A r�NrSrRI� .ZGrrG� AAV PAk SN�LL 9FJ21#F0Ar /5Fa11Vr T11f'91?G�•rrR14Z GTION511ALL ge tiYo /�//C'FAnWANr /lt✓' �IBYIiGlr�` i '/�L TSG rc I7r �'LG �TGI `8.9 ._. /T/1/N ARBA Once �Tb TVA/5HALL B,E/ ' f v 42R�-r9YA RF615TL�v&VWZ Nc�/r i ' p r '�iiM�. 'vr iN ✓�r/ ®rY, TNvvr //a ".��.�/vA5cLr�TL ;°Ls .._. r, / /• Y. ©N . . �-� v ,11R PEM AGr'AAV_! 'W..51z:N AGS: ' +* �. +' •f Ar. ALLAAER �'./1 L/G c/T/L/IrrZ 99,.�NEW - . �v/NCAe;77//PY =- _ S4 VAT. -A(9TF/LL,,EX,f;AI�I'oc'/N 1�4 y,9l5 / " '�H11710IN 5�T"4,FA )RHE r! A 4E'l071 NA L rAe:�_Pl v�'Mrll N GT/:,F5 rrlZ• Ti A,,O�' T11A N - - - - p, f�5i� /�/L11Y 'rlF6 /mV,aF 7711 11E. l% T O! 6; 5,� / Llvr P •5 ,i 7r"G ALL �'S�Aw ApacE l'r,AN/J TNAr.7//5 Rz,7 llp,& Ew,vrALL �"/� Tf.7AL YGG�Ur7/'��: YA/ /'"'�'L/M/I�I„��f/ 'MAL � K/Nc�� ..� , rb/l �rc�i�C'O�li�� IC.�L�"Fi`�J � Ch��B/�', i�" . . 4 _.. •�� - /rL` /rr�`�Ar. . G', iYv r/f�v5//'cNPrP . S/ vUM�ri/r�1r��4LL L/ f/L/TYLr ., ALLEMD/N.6 -�r/ �L �,� /N, .. RNGA, Ir RN .a g Gr�,rVRANr M rap. DAr� 2,2. Th�•�'.�Vl�' G7�'dfLL / /NT�!f// - /''� r�/G�d/'/�LL 7/M.�.��.' , IG G"ONT�'l�L .SMALL f3�/iV/�G�.O'FGa'�/YG�"l�rlN/M�°�G�'. iilr t °,� ' �f y;,�` �;, _ GAL r A>S -�AW r f /G 46WI-R L AAV'''A' _'°A4 T, r r/G iV7 'OL , iVD�'its ' T 'L L�/�`5/ LL R ,r Z6NN/N �t `�Kg' R,,Fo T �M/1T ,llYL .55 ec �� l G ,�°T��f3�'' AGR ZN 'O,�GUfi'Bf"rUU�E'A+` - 7,Wit../i E4F,rIAL/ Nl 4.. 2. A�WY,6f59 dA/L �S. �L�' " r� //S�'.�/ �'.o��"'e�'G' �?''��e�c°�51�3�Tf��AV �f/1YG LV/rY TC?}�0 f��Sf�'N f�RAf TlydlCa �3Y � \ v a NroPARf r.- `j Na BY DA TE DESCRIPTION TRA T 24 45 J ENGIN N SHOLDERS LAND SURVEYS. & •_ ,.wy �. tit3L75 LCACITY OF ATASCADERO., CA . r©5 Rt?AR » APPROVED BY CITY ENGINEER: TI7LE SIMET &10 107-H 57' utvlr A -. ol _ - - AT P,4 v 5 �a. mrd A.S� 0,0 1�S 4; Jill W, NO Ir .901INS& Sj PEC TION: WA TE GRA-ADING NC )NI TES: o4ll AVR<,e&4U 12�2 / 6AZZ r-K,'W11V,4125;Aa1V514AV k 14A TER MA IN.15 5HAI-L BE TE5 TEL2 A F TER TRE ROA ONA),`5 A NL? T14E 51 rE A rIA16 rHA1WfR r0,FN_WQFA 6t1AZ17? ,V9 HA Vff 43EEN DROUK-3H r TO 500C5,RIAL�E A NO 6OMPIA C RON CER 7"IF10A UON AWRZ��67F A�71Z9 ZWNaWAW)7EI�Y4�21,f 00A 17alW AAV 2 T1e_'k2&5 51161&425R 511AZI A�rANP 1E5rA(Z 6r2rFA 71alV5 11V)7e1r-1,FZ0 AN0.5WIVI 2. ALL HWER HAW55 ANO 5ERV16E5 5HALL PA55 OVER ALL 5ENER MAIN5 AW LA 7BRAL5 HlrH A mnl-vm,OF aNE poor ap VERrICAL CLEARANCE, 5'Y4 i;lflZ 2 2 ID Y1,VVY ONLE55 07-14ERN15E A07740RIZE0 ON 7-1-IE PLAN5. 5. A L L A/A 7-ER MA IN F/T 7-/N C---5 7 EE5 V1 4 L VE5 L 3EN05 E rC, 6HA L L HA VE 2 F9,91 C�W9 OR I WC5 65 IN 5 a Y/V i�rltw/y/N 71e h t W I 1111F11 FZ //6 Q W//Y/. FLANOECONNECrlON5HlrHAN),* AL?,JACEN7-FI7-rlty-r,-75. U5E112LEW;rH WrR_ PIPE A 7-ALL 60NIVE6 TION5 7-0 F1 TTIN65 PER PIPE 14ANUFAC TURER5 &Ra 0 V M A);0 AIV A A 7Z 17 MaZ/7/,E5 AA 0 rOR W6 22 i;17R F.54A F aR11W 7//,E -a F-5 F a c RECOMMEWA71ON5 ALL OA TE V14L V55 5HALL 13E RE511-IENT 14EPOE UNLE5_57 60t.'OmeMly 6WO46;ta"FoRav 64ZIF. W 07-1-IERN15E 5NON/V ON 7HE PLAN5. ffZ177,F5 AVIZ ffZ17115 NWA&'A?tYR6;F115A H6tAZ_i9aFN9,r11c&22 4. FV6 PIPE 3HALL DE 6LA55 150 AW 5HALL CONFORM rO ANO MEET PAE RL-4QZ111Z=_NeNT5 OF A.kVHA. 5PE610614 80N.5 6qOO FOR 12 01611E.5 ANP 5MALLER. LAR67E 01ANF75R '71PE ,14 INCHE6 rl-IRV,24 INCHE5 5HALL 5&Z AAF INSURANCE AND SA t t 7 T Y. CONFORM TO C-qO5 UNLE55 OTHERJ415E 5PECIFIED HEREON OLVE BRV,"rrE aVW5 1AWOA6 60.01WA-i9W rl:X Z)A A-7c;N 03F F6M,AAP M 7IR52 A517MR 71E OA&6�"71Efi161AE5?0FAWA-.MZZ aR R1�5FZ4 Tla`16 A5 1-5 1;�EWIREO 0),'A.t4.H.6.). AA 0 4��PA4�,�7A 9 A 5 �IRZW b Y Ae-1#'T RJ 9 iOd 5,FA&A C-FR 3 e/6K' 0 _V�A �;F 71Z Z NfYFERMIN TO X_F6<9N)R,4,�;r0R. L3516-W 4067RICTANO HA1#,rA1111L1Z .5AFE7r PtW6F5, 111tZW1116 51VRIM7,AW,�WAVIZ Z6r*q,, _5rA7E 5, ALL VAL VE BOX 6OVER3 5HALL BE A42J05TEL? To FIN16H C-�-RAL?E. AW o F1 7 -5 41 T 7rAIC#5 V 711 5MA 0,4R,C,5, Z A 0&AA 0 RZ r-5 eMfi*Y&. 6. rNE CON7"RAC rOR 5HALL PROVIL?E A3-BUIL r INFORMA TION A5 70 1-7ZZ HWMW 6iWZ MrIL4aV A5 39FC10OMP IN)WW, 115 R17-cWT 111M9 6A75,F.5WAZZ ZA rZ-R5 aAk�` A f)W16 X eAF55 A4 V i�a' .WAt�'12 V MIMAININIUZ 70' 71EZ?A7.,=4L,;FF1N4Z.* EXA C T L a6A TION 31'66N TERL INE 5 rA TION A W NA IN r,?EP rH OF A L L AA h5R A. 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BEFORE ANY FRE65URE7E571NO 15 OUNE FOR A.M.H.C. 11V5FE6r10N OF TNE 5Y5TEM ML15 T BE 60MPLET50 PER A.M.N.6. 5TANL2A)1;?V51 ALL 6ERVICE5 MA""AIW 161W;,<aR-1V-6FAZ �9RRVAZ MEHAMa' 5&4_1Z 91F,6WMff'1&V P,�F.5,FMA C,�F AZ Z FW5AM F IN-55TALLE0 ANO TO 6RA12E. ALL MAIN LINE CONWOL VAL VE5 klt6T HAVe 6HAML3ER3 5ET To 4!5�RAOE. ALL BLON-OFF AIR-VAL VE5 ANO FIRE H),S?RANT5 TR5 _W4U 5hWr41R,,r5. 1E,,5,YAa IEZP r6�A IIIINIIWIY 1-10,5T DE /N_�5,TALL.EO. F1NALPRe5_5URE TE_,5T11V&_ -43HALL BE,00N6 A r POINT. 61-ALORINATIONOFCOMPLErE0 5)`5T5VRE0U1R55 40 HOUR5 BEFORE F1_V6H1A1C-;;, CHLORINA TEO HATER BE REMOVE12. BACTERIA TE5T5 HILL TAKE A .MINIMIJI-1 4,-_13 .H0VR5. - T F .14, IF~ E57 A.IL5, RE5AmPLEoF7HArLOCATION.5HALLCONrINIIE 17AIL),"IINTIL rHo,(2),CON5ECtIrIVEZ2A),5OFFA55IN6 ,Hl7HA ,MINIIIVM.OF TE5 '7- -7 ,F;R0CELVRE -IF &M/7),`90,A f 5ARE,,r6 Pl RE M156 9 4.,:W,Z OA f K tV 49)9IN&I 6 R4P,F. 40 HOUR5 FOR EACH ' r, H15 15 A TIME 6ONWHINC 75'17EE PROTECTION NO'TES .. rE5 T5 ARE P051 T1 VE A W 66VL 0 RE-51L r IN-40 ,H0VR,5 OF RECHIL ORINA TION BEFORE RETE6TINO. HATER,METER5 ,kqlLL ,BEIN57-ALLE12c2NL),"ONAN 0 45AAWr5 3�Wl aFHWEA MAY14W67FI.24 11W L 4 51'7A 0 PA P A 6 AIV A5 I f i,,E59ARr ra Rf 16AZ 4 A6CEPT512 5*K57-EN. -e% sprove'd b4 Ci+41 I No native trees are to be removed during this project Uh I 15. 6L.EARA N6,E A T.EX15 rIN& PIPE5 OR 5 TROC 7VRE5 OVER 2�" 0.06HAL L 2. 'Con5truction/Applicant must provide written verification to the City that protecti on BE N07-L F-55 'THAN /2"LINLE55 OTNERH1_57E,5PEC,,1F1EL--). A 5AW BEL)PINCG, zoo Aelll.J�. ILI 5HA L L L 3E PL A CEO BE rNEEN TNE TOP OF 7 HE A-iA'rF-RL INE A 1W THE BO 7 OM E4R7#6YAWW5 AQFR4_09 aV is in place prior to the start of any earthwork. All City required tree pr'otection OF THE EX15TINO PIPE OR 5TRU6'WRF_ 11ME55 OTHERW15E 5HC211VN ON conditions shall beimplemented before construction activities begin. .A91WZW1K,ZXS7. PLAN5. 3. Trees within.,20 feet of grading or trenching shall be Orotected by placem' leint of 7 protective fencing as indicated. (A-4 This fencing must be placed at 16. ALL 7REN6HE5 5HALL BE BACKFILLEL?, IN ACCOROANCE ITH TH Cl OF A rA_,56A0SRz2 5 rAN0ARPZ2RAkV11V(5 No. '702. or beyond the tree dripline wherever possible. V.A6 i W,6M 1E M, F. A A6i5Q�WEhWFM,1ER1A1_ WV,/ 4. Protective f6iicing shall be four-foot high chain link or safety fence. The fence sh'all e i�` V, be placed at the dripline, unless otherwise indicated. 5WZ 9F,6�AFW&72 fi5>A HIN11VIRHAorIVE 14(;)7aY APPROVED BY: CITY ENGINEER t,,,F VA. 5. Trenching and excavation within tree driplines shall be done carefully to minimize root disturbatice. During septic system, foundation or retaining wall construction any 'T Ac ..A/.A,5cW r.- trenching within the root zone of a native tree shall be hand dug, augured or bored. A. A_evqw r e�, �PA oN�q_iq4a 6;e,��,V ME FFa11RF14F_A17r5 FaR A_59MZr COtURYFIE 7rPE 9 A-5 All major roots shall be avoided whenever possible and if not, all roots larger than ' 7 9'� ` -6,' 9? 57-AW14RP one-inch diameter shall be "cut clean" (not ragged), then clapped. Once trenching has CESCRIP710N C�T 2445 exceeded the root zone, conventional equipment may be used. A10. 8 Y DA TRA 6. Pruning lower limbs in the construction area shall occur prior to construction AF5579rA IN/&F.5M IF&-F 6V �,"A activities to niinimize damage. G I — CITY OF ATASCADERQ, CA 4;?i:�1�7 t "John GR4DflVG &10 /07-H 5-r. �Ulvllr A WATER & SFW5R NOTES PK_90 SCAL& S84FT., 2 (Boo;) ED BY. �VR_A_WV B'Y.- CHEMED BY- JOBNUMBER., -Ag$yaw OF: 16 ------------------------ ............. a r i 46 s Y s � e Q r " r 10 20 '30 40 ffJ 26-00 , Vd 4919 5)5� 66 , , ,.�,,' "04,044-,ov, 73.*0' ....-- A]o' �--'� c1 1 SSS � i h �p rs� A t'e C1 46 Alk ,,N 57 o 2 :00° - } r y.: TRACT 214*5 ~ - LOff' PL A AIAJE O T t� til lt�hl�a 17ry D A7*A 6GA06RO " AGC6PrT 50 OY lrN6 C17Y CN6W66- . �51rg PL A Al 16 Milli I III i 60 to } SEE SHEET 6 FOR DETAIL OF APPROACH � AND SHEET" 7 FOR ViSIUAL-ION OF APPROACH REPRESENTAI pleooAV 00 limpolm OW 401 It I to cla ,,a�•p/'yi�y-� c� 7" -. , a >,'1,► .°�c . , ° , , • . .. . . Q� • b B ' • . . , ti� Pd `�°. ✓, CIO {e^"d �IQ�o 4 . �/y/ ° °•ie �' ...� +��`� ��• C9a'd ""._...._ .Y'J , it °.' t^' ". ° o .. • 'T° F � . e k u � y • ....,+. ,. PA rg _ - lob 2� ° - rk � ---� �3 � ter s 1 � 4\) 07 .. G WI*45tz 10M Cry �1° b� .� L �{ /(t(p4 G� AZJ o On 'Illi,jig /O 'A16W A.C. P t/! � `�' Xt5rlAJ& � ail A I V/ i A 0a it I Mw r L� t Ate. 61456 al90°fn 4-0M P4 C76.P eA RT/Y A- A �Ijo zwbe) ` � CO iz \& �; ° � �a y ` ". , ' aq'y•p , p $ ' . �g cy /q ) t�<o o' yy y 19 yp, `^M 6 R y A 4F 9 `M' 4/ 0 �Y• ! 1 �f(Y S(/ /' i �'�°/V ``\V' ��44 • ' "yam V Mye � Epp C i 10 MOR. b' l 54N cur&, tel! t orop cog a_ be MW A WOR_�V 6 9 O I 'f'~6rw`V(/i -r-) 464. t3�� MA 90;o MH M F _Aft 7M 6cT10 9f �1 O SCALE) try , � R ��z0 0. ��o A7' rHg rlMr OF C0M57`9VC7'10A-1;o OA9617 ON A 7RAFF/G 1�1 X cam' _ � 5v9-&&RAV .. R- MA L v4- rO ' .t 06r MV60 3Y TH45 50/1 i me )OR(Aft Amr AW rRACr 94-46; -%- A 6 - L07* PLA&1"90 ?„ r C? & PA7� lGhZt7!G / M.A Af,'C9t�7 O B rel, G17-I 9rU�W e'P, . f rYCORIPA AV6"06 ~ !�rR667_ IMPROVgMg"74� e6916R•16V ORA WAI CH6cl-•C60 J013 NO- 5CAG� r g . lot I 1040w e4 - - REVISIONS APPROVALS DESCRIPMONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3 10 92 SEE SHEET 6 FOR DETAIL OF APPROACH � , AND S I_.I E ..�" 7 FOR VISUAL � ,!'4°° 1 JZ~ R. REPRESENTATION I= APPROACH 6" 1_l 2' �� ~ - xPar�sloN JOINT FILLER � I4 �T�� 1/2" RAO:-�- 3/4" RAD. �e . - 51 , G PA SIo J INT ° . j W �° ° Q „„{ •• r ` , • !a , .• _ , , - . .. • t t , _ • • . , e w . ' PAVEMENT " S~ " e 1 tis WIDTH TO . 'i _„„,..... .6 0 ' ems' > " • - ' `� v - - - 0. THIS POINT ¢ 6" CAP S c A.G. TYPE "B" TRJCTURE ..►..,-. f 0(166 e*5; HA A/ r : EIACKFILL ° STRUCTURE ' OACKFILC - I I slow= Pi l3f�: al l�✓ �� _ TYP C A.C DIKE All J,11111 ------ 5 I k C � d Y qp — °G r �r PAVEMENT WIDTH MEASURED TO THIS POINT-ell w Grl Zr Gr1 I 6» - •.- G� RI,V W 1 2RAD. 1s~ EXPANSIONco9 /4,T W,d7'�� PLACED " " 3/4" RAD. O AT 2S' INTERVALS. 1/�- -- CURB RETURNS, AND EACH SIDE OF DRIVE- ty WAY DEPRESSIONS. ,EGyC' .• .- .,w 6~ 1/2 RAD. 1_3/4" THE INTERVALS ---.- JOINTS SHALL VARY � ® 1/2~ x 1I3" 1�~ BETWEEN EXPALL NSION VARY , G 1 ,�c► GREASED SMOOTHTO ALLOW MATCHING DOWEL OR #4 • , ' ` ' ,• OF JOINTS ADJACENT ITE3A.R �l/SLEEVE k n ., Q EXISTING IMPROVE-- pul"I 1101 AT ALL EXPANSION `� ,' STRUCTURE'�CK�'ILL. ME7ITS. JOINTS AND ' CONSTRUCTION JOINTS. -HYPE A 1 TYPE "A" AND "C" CURB TO BE CLASS 'B' P.C.C. 2 DIKE TO BE TYPE 'B' A.C. 3 STRUCTURE BACKr'ILL PER SECTION 19-3.06 STATE STANDARD SPECS. CURING METHOD -- CURING SHALL BE BY PIGMENTED CURING COMPOUND METHOD ACCORDING TO THE PROVISIONS OF SECTION 90-7 OF THE STATE STANDARD} SPECIFICATIONS. CURING COMPOUND SHALL BE WHITE PIGMENT TYPE. /19 f BRAWN BY: CT°I° F J�e�'ASCADERC3 R.A.L. ENGINEERING DEPARTMENT DRAWING NO. DESIGNED BY: S.i.S. V 227/ 92 CURBS 418 FILE NAME: M.) _ � AT4-18.D WG � f f l� 79 �I 0/�;'OP 2AI, f�l�' MkkrMle (o ro roP Dj ......t' .--- I I _w r ommomommom ------- 7Z"-' %5W259 G A7,61?A L* 6910 o (00 a Plqo�69 8 pvc 5 w9A MAIN !.15 3�® Y lAq c� r 6xXr1q& e`r PIPS J [l ......___.,..-..--- ..,.._..._............... --^...------'• --- ' a7P ... ... ,.0' �ijt'' dy%��/j� gj�of�/p w . A -6 LOT A016P -r ¢ v 9 V9 L.le il 6 111W,7 F AT R8'113. a7'� a .r r P Tifi5I 617V AZ0W OV .= ;r 'It';COA910A V V --ur1L 1TY PGA k PRV! /LIL.+ e f REVISIONS APPROVALS i�EMSION AF�'P'f j<) A -S T7 DESCRIPTIwmw r C7NS BY t,—E APPROVED COUNCil RESOLlI7[ON NO. 2G-�92 3 1 O 92 OE S'.CRIPTI.gN Y DATE APPRb' �EL� �Q� `�I.I. RE:�LLI'i��N Ra'.. «--� 3z. .o k _ NOTE: (DWITH NEW SEWER INSTALLATIONS: t PRECAST REWFORCED MANHOLE BASES PROPERTY LINE OWITH EXISTING SEWER: --_ - - _- - - . POURED IN PLANE CLASS "A" CONCRETE MAN�iU�.I* BASE PER S LES. CO. STANDARDS -� "� `� DRAWING NC. S--3 RAS#DI~NT1AL.. 1. ,M# ..... ._...... .. s�� i Mme, E \ COMMERCIAL., 1 ,SIN .... A f i A 36s MAX- V I�/2,i XPANS'I.E0N r� ♦Q� '` P7G s SHELF 4 WIA'CHHSTANDARDL D AND NO RI;08 CONFORM � SHELF' SLLOPEASH ELVES f cam♦ 70 •..ter � , •� �, I PLAN VIEW IQ o �. / _. ♦.._;-; - __ e �---- - - A.C. PAVEMENT „� .'� �♦ CONCRETE COLLAR 3" OR 6" RISER .RING (9" MAXIMUM) :<---- A tt * 24" PRECAST CONCRETE (TYPICAL) „.-- MANHOLE WALLS SHALL BE A 'GUT ER'FL�C�V`�E,' ' PRECAST TYPE CONFORMING TO GL<rT`T�ER • ASTM STANDARD C478-61T FOR CLASS 2 REINFORCED - °' •°•-•-••° CONCRETE PIPE. P�:A •` o MANHOLES SHALL BE WATERTIGHT ...�. JOINTS r SEALANTAPPROVEDNBY WATERTIGHT AE R�1GHT CITY ENGINEER. RADIU "TSP '• �' a LEAVE OUT PIPE IN CHANNEL OR PIPE .�'' j'` .•�«•->,�tPPR;4�AC :i�#� 4�,#`+I,.. i SHALL BE PRECUT BEFORE PLACING ' '-- R 12" R ' I 6'° 48" 6" BASE. 1�' LIP F ... JOWT PRECAST REINFORCED MANHOLE BASES0\0 -.2X` N �;ON4N.T' ., 6 �L /.JI gllY Q VLd igplA¢IIl �p�' _ ,•• WITH INFLOW AND OUTFDLC�N CRTpANGIS.,E . 1" RADIUS CAST tN AT ENGINT VE , AND SLOPE EL.EVA T10N5. dp.2-Z SHALL o BROKEN OR CHIPPED RINGS AND CLINES SI$Et5 II1NtL . �. o R ;� .l SHALL NOT' BE USED EXCEPT BY APPROVAL, p� '� 21 7 2 tt• �1 .a `'.+•° OF THE ENGINEER, a MIN. ,¢ •°• RUBBER WATER STOP WITH STAINLESS MIN. FITTINGS TO INSURE WATER TIGHTNESS. STEEL. BAND ATTACHED TO ALL ... . d 73 sa •�' �� E:CTJ ON AAAA ® 8 D€R A�Y2�I BY: -�- tr # T t9 oor �'� "• > ` '�� R.A•L• CITY A7ASOAUEI"ZO DRAWING NO. �- ---1 i.'1. i G Y: ENGINEERING DEPARTMENT S.J.S. DATE: TYP�CAL• E.CC �� `W' '�� i�.L. CITY OF a T6\.Sf'ADER I , Qz 27 Dz ENC,INEERLIN. D P 'TM- -'NT b FILE NAME: PRECAST CONCRETE MANN-TOLE � .� � �I�A�v'IT� N.' � ®¢ J AT606•DWG ; --� Y DRIVEWAY' APPROACH423 1 82 t l8, }},-lt,E {^l t: I� ( E'T URB � GUTTER Q7 ® r 1"1!""7',2.3,. nil REVISIONS APPROVALS DESCRIPTION BY ATE APPROVED COUNCIL RESOLUTION NO. 26-92 3Z1 0 92 BACKFILL AND DETAILS SBK 9 01 �j'� 10 INSPECTION CRITERIA SBK 2 O2 Z•45v ° (60 rc CUT EXISTING ROADWAY TO PROVIDE 'VERTICAL, ® -� SURFACES AND SQUARE CORNERS, AFTER TRENCH A ,w Aw I L A 1 L Nw HAS BEEN STRAIGHT AND ILNEAT IN U APPEARANCE. T EDGE WILL BE PROVIDE MIN 12" BENCH FINAL' GRADE MATCH EXISTING ASPHALT DEPTH RAD BED (BOTH SIDES) ® BEET 6 FCR DETAIL OF APPROACH �, � MINIMUM DEPTH. -- 4 ARTERIAL, AI's SHEET 7 FOR V/IIl,.1AL ~�. �'�• 3" COLLECTOR, 2" RESIDENTIAL ® n►\_714. ^ O s\ °`° O ►\ o.• 0 ►\ o•. o >\ 0•'o o r6 0•e O ►\ a. O s1 a" O ►\ a• ea®O ® O ► Qa•.O ► .(1 6.O Y .O Q O O f®64 O Q 6`O 4 O ► REPRESENTATIONOF APPROACH ! ` •/I/° f I i• f 6I KsfV "� ! (..+ �� cg- V"j�&o w " f V ► O r O b Q ► m O ® * o O ► O C p O O► O AL �p' 95% RELATI COMPACTION - MIN. 6" CLASS 2 24" AGGREGATE BASE SEE NOTE BELOW =-� —'COMPACTED SAND, APPROVED CONCERNING TRENCH INSTAL•L'� GRANULAR MATERIAL OR IN EASEMENTS. MAGNETIC SAND SLURRY TRACER TAPE ff Is 909 RELATIVE COMPACTION COMPACTED SAND A EK P OR APPROVED GRANULAR MATERIAL, . 6t, •�°°le°e�°°1is11°�°fs R��YIiO��¢'".IJ'a�.♦ ve14•e4•.j • 9 e•,r•° t°..•° D.♦' s•.r O D• A •\✓°♦°f 0 'fir•�V e-• ' 6" MIN •ir. 6" MIN fa: 8 MAX . I •�°�li a®¢•�°ii•v♦°,°ii• •,°lac ♦••�ii•e♦•�Id r•♦°�!i.1:• " ,, ,♦,<• , •♦ •, ,� ,•♦ e . •♦ 6 BELOW FL A CITY ENCROACHMENT PERMIT AND INSPECTION ARE REQUIRED.FOR GREATEST O.D. DIMENSION TRENCHING IN PUBLIC OR COLONY AT PIPE JOINTS RIGHT-QF-WAYS. ONE YEAR INSPECTION CRITERIA FOR TRENCH: 1) SURFACE-SHALL, BE A MAXIMUM OF 1/4" ABOVE OR BELOW STRAIGHT LINE FROM EDGE OF TRENCH. 2) MAXIMUM 1/8" ABRUPT HIGH OR LOW POINT. 3) MAXIMUM 1/16" CRACK AT EDGES, 4) NO EXCESS RAVELING IN TRENCH ASPHALT. 5) NO ALLIGATOR CRACKING OUTSIDE 'TRENCH CAUSED BY T�tENCH CONSTRUCTION. DRAWN BY: CITY OF ATASCADERO DRAWING NO. JAV ENGINEERING DEPARTMENT DESIGNED BY: � SBK r� ® TE: E.NC�"I PAIS REQUIREMENTS ♦7{�2 2 25 02 j "�¢ /� per• / yy�• j jj .�/ ACT 10. ems! e' « x r.ry OIC ATA 50A 0 R O ofl O' AIV '70 16 ROAP 15ORFAC9 VrILITI 5 T c°.E. �a/` Ap;!a164160 PRS WAi CNEcK6l7 >100 Av0. 5'CA LG -�--- �� ops r�� a �z�& skowu p l - A -._w _._. ___ __r___ _ _ .-_- ,.,e._. . ... § PK TREE NOTE. APPROVED TO 13 REMOVE[) A OT >, , ->._>._>. > _ 10 ..---` .,r' ^ OAK ® �° �,.' �, ♦�� 1 II SHOWN FOR CLARITY. EFER TO TRE % �'' f > _> �� ' ,/ ®/ PAINTED LATTICE REMOVAL APPLICATION DY PROJECT ORI5T , .00 ,. 21'• o , _0 -- CONS TRUC TION NOTES: ,. ® OAK / _1 ) % (� ' f ® my 9 ♦ 311 CONSTRICT DRIVEWAY APPROACH WITH CONCRETE CURB AND 40" �g� tet/ j '< '' OAK /,/ � ♦�'� PAIN fED WOOD FENCE GUTTER, G11PER CITY DRAWING 423, AN ENCROACHMENT PERMIT 5YC � �`1 2g � � �' � `,•'' ',► .I'll ��.�. , ♦ �, , 2 • MA50NRY COLUMNS SHALL BE REQUIRED FOR ALL WORK PERFORMED IN THE CITY TYP 5Yc . >� ♦ �/ OAK RIGHT 0 F WAY, (TYP) � ,-' . / ,�' -' ♦ A IRO NT YARD f E N CE DETAIL NT5 i % ♦ -�' / ♦ 7 2 CONSTRUCT ADA CURB RAMP RETURNS PER CITY STANDARDS, p Z ,° / / ♦. �� o� ; •� -- , ' r' ' ,,%"♦♦ 2 AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL WORK 8'_O•• tt. i �, ♦' -'' °A ,- PERFORMED IN THE CITY RIGHT OF WAY, (TYP). REIF �O�EET 4 �`wpl -,� RESIDENCE � /♦ -�''` ,- ,�' ♦ ,,,r r !� PAINTED LATTICE O RE ! � p � � 8G8.9 FF ♦ / / IMP VEMENTS , ,� ,, CONSTRUCT 20 WIDE A/C ROADWAY PER DETAIL C, SHEET �7, 9' ♦♦ ,.�`` � < /" 1. 11 REFER TO ROAD SECTION F, SHEET �7A (TYP). 611L 0 U r -1 . 11 -1 � I : , ; ; I } � , t � � �4 CONSTRUCT 20WIDE, 30 LONG BRIDGE PER DETAILS,AILS, SHEET 8, 11 - ) r4 �� 9 AND 9A, TYP . ♦ OAK r l l (TYP). ' � 7 � ♦ ' ♦ II r�� . ! ♦♦ � � �'' OAK � :\ / t � � � � � ~- ; I / , ♦ CONSTRUCT RETAINING WALLS PER STRUCTURAL DETAILS. GAI V• 1... J ♦® / ®® 311 -'V z� �,;' �� gCg FE /// ® ,�' ®/' oqK ' INSTALL ROCK SLOPE PROTECTION WITH GEOTECH FABRIC UNDER 36 �2 2 \ / -, , {/ ,/ PAINTED WOOD PENCE O 5YC ,♦ / ♦ , R!PRAP, (TYP). ��` / ♦ ' � '�' �- , ' ' ('D'� YARD SEPARATION FEN NT5 2 . � �, rf' ,� ,�� ,' C DETAIL a ' ® '� ® ' a INSTALL UTILITIES PER COMPOSITE UTILITY PLAN, SHEET 10, 7 /"�.�c� / i'' ✓ ,� (TYP). ' _> j ! ,� ♦,'' '' 8 .8 FF `� g INSTALL SEWER LATERAL AND SEWER MAIN, WITH CLEAN OUTS 8 I • ,> ! / PER COMPOSITE UTILITY PLAN, SHEET 10, (TYP). �� >. 4�g q / / ,� ♦♦ ,�' `` >` OAK INSTALL RIVACY FENCING PER DETAILS A AND B, SHEET 7, OAK 3,r• �,' ` EX15TING RE51DFNCF (TYP), 1 - _ GARAGE 10 INSTALL TREE PROTECITON FENCING PER DETAIL SHEET 7A �� 10 , (NOT FART Of TN 15 PLAN) O ?A ' ,� - '- _ (TYP). 4 I ! 11 r — LOT 2 r / h � / 1 , � POQUIT ! � ! OAK �-•' 867 ,�'r ,-- ,<' _.�..__�_ LEGEND / 5 OA \:So, , ' ' ✓' "M .�- EX15TING CONTOUR t i / e .° SURFACE DRAINAGE' NOTE- ck n TW �, PROPOSED CONTOUR r �3W f �' r' �' -'' (869.!3) EXI5TING SPOT ELEVATION �fr ` �'' 5G9.13 FL PROPOSED SPOT ELEVATION SURFACE DRAINAGE SHALL BE GRADED TO A DRAIN SURFACE WATER AWAY FROM FOUNDATION WALL.. THE GRADE SHALL FALL. t i � � � '• ,,..-• ,r h - '' . FLOW LINE Of SWAL>� OR CREEK , 0 4811 ' ® '' / �J ``'r_ _. ' '' �� ' r'' A MINIMUM OF 6 WITH THE FIRST 10'. EXCEPTION: WHERE LOT i I ,/� 5E,` O `w- PROPO5ffD RETAINING WALL a 5YC xp .�� • �� LINES, WALL, SLOPES, OR OTHER PHYSICAL BARRIERS PROHIBIT 2 ^� 3G" ' 1 j ,I� / a �' r, �( fl - - o EXISTING TREE TO BE REMOVED 6" OF FALL WITHIN 10' DRAINS OR SWALES SHALL BE 5YC n 1 4 C fi a$ -0- PROP05ED TREE PROTECTION FENCE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM STRUCTURE. 00 3To '77 i 511 / 1 J 1 - < `� `� '� `- , .-' ----------------- 100 YEAR FLOOD LINE IMPERVIOUS SURFACES WITHIN 10 OF THE BUILDING FOUNDATION C14 K 30 e SHALL BE SLOPED A MINIMUM OF 2% AWAY FROM BUILDING CRC PROPOSED FENCE PER DERAIL ; ° R401.3 DRAINAGE, EXCEPTIONS) PROPOSED FENCE PER DETAIL ; 0 A /1 6 00 � r � l � •� � ,c, car ,r � CD I b )l 9 � REFER TO SHEET 4 1 211 ; �s ^ r K A / `� ,/ , r F7.9 FL -' FOR 5TREET ; ( i ,, , aAK t R 51 N.Y ! �,� 2 TYPE A (MI?R VEMENTS I 1 ! 1 '� ASPHALT CONCRETE o � 5 i I -c i 2- 1 1 OR FLA TTER 45' /�4) OA A 3G' P ,� ° / ' 4 -- LATTEF2 c� c c � t R F ¢ 5YC � � 'r2 i ; � dlb � f � {� f i r � �i `'' / � 2 / 1 r, f j r ►— yvc,� n`c' r tai f r ( r ' 300 9 / GA GE ! i j i 12% ' 87 G F1= / °-°-- 1 I n 1 I 48 / �,i �0<0 95�' COMPA C TION OF SUBGRADE ++ i r 6" OF CLASS H i j I OA f / j f t �'� (12 MIN.) CP + 211 GARAGE % I ; >> / i AGGREGA TE BASE 0C a K 5G8.9 ffp n ' AK �A _ I j C Po QUITO PAVED ROADWAY SECTION NT5 ' 11 k Jrt ! 111 �� D ! � ® 1 #N ' i b�° I } I I 7A 1 LO C (! sT,� , I 2�0 ' ' �Yf GRAPHIC SCALE U 211 5 1, s j•pAK / t 1 8�3 �$ �� f% if p<_.�.._ <_. t<_.._ <_.<_ ,_.._ . .<_ <_ <' 14 F- 0 % n F' ! 10 0 5 10 20 40 AK 3 OAK� � � + � I ' I -7 r ( � D ! � + OAK l Qj�QEF i n ' 411 i , 6 ... '� _3`% 00 Ln �,�� ` 6'� 17A o I 0 1 r� ( '� ( IN FEET ) I 6\o { f lI1C�l fit. 1 ! i �� ' I n 8 Q 1 ; f ` 0 CV CO 10 to, i 341' i ) t �' OAK l 0 ✓t n I ' t f l ' I f l to cb'` n / •3 1 oli II ' �. . REV1510N5 L OAKT A ( t .- � ! ® ,` ° , � A ; � � � � � f GARA f- 0 � �f , ,, g Q p�E SIpN I A 1 i 1 f r ; p ! A NO. BY DATE DE5CRIPTION N / 878. FF 40 k l j 1 / , cit i � ' • , f t3" RESIDENCE 7A 1 # o 1 ! ,' �- a E P.,.£G �4r ,, p'l� I JKE I/I !/16 D/W APPROACH (CITY 423) OAK 8G8.9 FF I ' 9- 7) 3 7 2 JKE 3/31/IG D/W GRADE CHANGES r 1 o 2 y 1 f f E J» CT7 �wk 301111 SYC f t E c9j t l # I /' .., ql� `� V t ��\ - ACCEPTED BY CITY ENGINEER: ' 3 ' l 1 > ' ' ( € I I j ) i KI" }fjp) rh to `� '� l RE51O�NCE i �Q 1 P JOHWA. KUDLA, RCE #50G52 "t I � E " � I I I 881 .01 FF5 l� I 30 !7 A DA . � ,, <. � LICENSE EXP• / I DATE: t O 9.Q E/�/ I 1 `' E �I �� E s Gk t I I I TRACT 2445 a 4 W' 1 I k I i �. 1 �[ > 4 i I & t �' � A 6 LOT PLANNED DEVELOPMENT ca 1 I e { -^•, E ; 1 - q A : I I --.. ! i _ — Xy , CITY OF ATASCADERO C C9 E t _ 9 9 I �, ��; , I n w /4-a 1 ) �� / GRADING AND DRAINAGE PLAN `�, `` �_�� , c� °� DE5IGNED BY: DRAWN BY: CHECKED BY: JOB NO: SCALE: SHEET: 4r M 6'' 1 �_70- ry CO--- ----I----------- ay o0 CD -a cP � a � r� �„E � Co c�6, c4j D5 1=W JK 03-2'7G A5 SHOWN 7 of 16 P ................................................................::.........,...,..,.,......,,.,..,....,............................,....,......,,.......,,...,......,,...............................11....................1..1 ....„.,,.„..,., 5 895 ; 89a 895 ................................:.................................................................,.....................-1111...-. ..... ....................,.... , : <. " 89Q 0 890 /, 890 ;� >v f , 4/ s;i � r /' o r ; ;..,. s,' 2"C SCHEDULE 40 RAIL : t 5. r ,4. /9i /%' i 885 " 'y 1 T 885 �;.. , / ;" 885 885 ,,�-: �. UPR GH 6 6 O.C.MAX z ,. 1111. 11:11.. 11;11. 11;11,: ,� ,, 1. '", ' '%/% -?` / /s / // : 'S' v r7 / , 80 880 . ......... , ,� // /'y ,/. „ 0 :........................... ....,...,. ........................ ........................,.� .,.„i• _1111.. 1111 1 L11 880 ...,..........................................................._...;..........,,// Y\RUL 8 ' ; : .1 "0 � w ; ; 0 LLS I//, :;i<' .,� ,' , N',; : /'Nt ? ;/'-{, i ,%i�./ ;;iF,i %i�ik" //gyp K d`L -.-� 'l4, /// '4 / ^/Ji ,./,r ri., 'r �/,r // ,/� :,,._, 1111,, �y, b'N, ,�"s e /J' :/ , r .� ,� �..., /, / /..i, : ' 5•i n r. ;.�� 1111 ..� // 5-„ 875 875 %, 875 875 GARAGE - i �i ,,�/Y; LAN 1111 ; i./ 11//11 a-lu of:., , / .e' / ,i r %/fit.. l 1111 ......... ... ... ...z.,,. ...,,... ., � , FEI . li� - �"'1111. _�, (DEYON I 24 :OAK , , E: E ��111101 1. ---a . I I I WA LL �. ............................,.............., - i \ \ 87a 5% RLTAtNtN ,, 87a 870 �4,> ..... ..... .,-..\ 870IWALL ; ;;" TIN ;1111 111:1,.. ..,1111. ..ti,.. ;1111. .., 1;111 .,'.,...,. �;\\ \ \ 1 #4 BAR TOP i o �:f I. c \ OF CONG.WALL \ \ i, I , s : f ,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,"..,...,,..,.. ,. _.- 865 x...............................,,_............,.......,...,..... 865 865 -� 865 �-- — �- SEASNAL SEASONAL COMPACTS[ z- I ;COMPACTED ' - COMPACTED FILL ° � �� i ."..,.,,""",,,,,,,,,,,,,,,, ,, �. E........... ....._............ ...,..,,,.,_,,,_...... .......................:.._..,....,........,...........<,,,,.,,.,,,,,...,51�lALE.......,.,.,......,,..,,..,...,,..,...,...........,,_.....,....,.,",".,,,,.,......`_............................. 860 860 ""- ;_.. 1r" AL 860 860 EfLL . , . 1'iLL E _:................................, XlSTI NG /.,..,:;a:,,:'�'.., �/.;1;11:1 ./ ,A RAD %!j�J✓�✓j/j//i�//�///�///%; 12"MIN.COMPACTED FILL , 855 855 855 855 ABOVE DRAIN GRAVEL //llJ/�jyrl//2�ifi/�liji%; 0+00 0+10 0+20 0+30 0+40 0+00 0+10 a+SdQ 0+3Q Q+40 Q+50 j/,i'!/�/! ✓//I li///J'/ --VERTICAL STEEL � `{ APPROVED WATERPROOF % // // / // #4 HOR{Z.STEEL fyP'��`l'/(r /� r/i //' / ;Z 1 MEMBRANE @FACE OF WALL /////r ,j,/jE�,�// %� chi 16"O.C. ASONAL SWAL SECTION 5A50NAL SWAL SECTION"��' ,, " fl / 1>J ',/,��, //; r-�//,F a - n ,/," , %/r/,,,. I /'. STEEL LOCATION B SCALE: SCALE: a BACKFILL FOR 12 BEHIND WALL / J/ /,�y /y/,�F,, t y////4 {{ ,I— I �7A) �J ,I j�I WITH CLEAN#4 FREE DRAINING �4 -// y✓% �l CL �7A) 11: I I I !Q( I I ! I I I V I �jfi�/ ".a%..I �/ ', ' 1. e V: I 1(� GRAVEL OR MIRIDRAW /j%4% " r� = V: i IQ iir/� /� ,/ a VERTICAL STEEL A /f //fr'-',x',,4,1:�'%'- • #4 BARS LONG'L O @STEM /////'F/;r/i/i/�i/j/r, Z BARS@ 12"O.C. _ &BEND&EXTEND INTO //// 1.1. /,, ,,/;�,/ 11 // , /' f�'%`/d//"!///%/i/,// jam r ° /"'T'^'..�'""'"TTT 7 ? r'-/..:','.7,`...-r_,_,.,.._. �,,;r TOE OF FOOTING AS SHOWN ///,, /,- /�,.//, = ,� / � � p '� T � j/// /////y/ i ////:N %j/�jy/`1>1;"///////r////%W tL j%'/�/j 4"PERFORATED PIPE %;/ �/l�'/�' /''/'/11 .1 � '//! %.%///�//.,/-/%.1-`_ -/>Xl///i F-W /j//: SLOPED TO DRAIN TO ry, �, ,':. �i!::f/r %./ /:i i/.:/,///a/ °- i�i� 'f .. ...... .................................... .....................................1111.„,. ......,1111..,.1111..,. ....,.,.. „...,_.,.....,1111... , ........... ......................................................... ........................................................... .......1.............1..... "....,....................... ......., / , /.. .. ......... ... ........ ... ... .. .. .......................................... 1111. " 1 :111.. ..................................... ....... 1111,. " 1. ............................1111 ... 1111, , ./. �./,2 ./F-,;T,,..,1<, 1111 ..,_/. _.._........................................................................................... „„ • , 900APPROVED DRAINAGE AREA '; ,.:'-,..;....'`,; ; 1111// /.:,;-i; /.yiy,T /,;/fir 1111:/.� / ////;r, W /:/11/1::;1..xx//r �`;Y:F 1'111. ".;.�,,.;,%,/. \, i / y ;, x...,.,....1111,:::,':..' O ; I �,< i, /11/11: /,,/.,//,./,-/.//.'' •✓.,.r /,'✓1111./. a/.,, //i, a ../:/•./;/'.;/./,.:r......'..•.i.,./......,;/,;/...j../,.. U /..;<, :1/1/11 / /%./ r,. :./.. ;.:,,, 1111 ;.,: ,/, .i, ..;.�::`;.: ?/".' ./ ,.-111;1111 /:. "a/ ✓//,/,�5, / / �//// / /. J/ 1111,r/', h. h /; / / 1.,/ /✓r- / J/,/':/ : I q /../ i... .......... .................................................................................................:'..........,.,...,............,.,. .,.. ..„ 1111: / : 3 CLRt �,0 .. � • 11/1:/1../ r.../. . -,: 1111.<,,. :. ..... ................................................... ........................................ 1111. „..,1111. .., 40 V 11 I ;.//,%- 12"FOOTING%% .1 -A 111/1,../ �./� n ,. - DEPTH _ DE T HIGH POINT ELEV 873.96 '.", , PVI STA 1+08 . . % --� 35' VC _ �` d HIGH POINT STA = 1+55.19 ::< 'a: �:... . PVI ELEV 870.8.8 co I HEEL STEEL I ; - _ _ _........................ _... .. 1111,",,,,,.,,,_,",--,,.,. _.,...,....,.,....,,..,.. 0 . ,.... .................................................................:....... „1111..„ , , . : _1111. _,..1111. o.. 890 i . . ,� ^= A.D. - 5:.91 cv PVI S fi A = 1 �-5a t o KEY STEEL !. . _j PVI STA 0 37.5 : N : © HO N #4 BARS LONG L 11. m DEPTH ' N K = 6.117 � PVI ELEV = 874.62 °.° + b r. KEYWAY O PVI ELEV = X68.69 rn �, N VERTICAL , r. o ; © A.D. =;—14.15 II00 o o BARS@ 12 O.C. „ A.D. — 0.22 `` ao o� ; . 3 C LR ao 1111............... ........... .. .... ..... ..... ..... .......................................................................................................................,1111., .........,.............1111. ...1111 . .,. ., .,.,. 1111. ......... .. ... 1111, 1111 ......................... ,.............................. ...................................,..,....., K = 182 c� '� - :2.83 I ��... {: � + 00 1, 00 oo ; ± — II 3 CLR ori Co � �, II °i + CONSTRUCT POQUITO � cn � c" � �' `�' ; o ' �' LADE PER > 12" KEYW Y LOCATION G + U CREEK - ...................................................................................._,...... <.........,........,:..,.......,,,,,,,,,,.",,.,,,,,.,,.".","",.".":; , U............ ................................ 1111..,. {.................................N,...............,...........,...,...,.... ...,.. ..,..... ........�—�..., LJ 880 : + o L...r,,.,. HEET..., ... I Q o o CONSTRUCT BRIDGE fER w mT ca cn w D AI CONSTRUCT POQUITO 0i DETAILS, SHEETS 8, 9, 9A _ (TYP) u 11 CREEK LANE PER 0 m ' > TE C O R I D A m #4 BARS LONG'L (TYP [� BARS@ 12 O.C. HEEL TO FRONT D TGc TO FRONT C `� DETAIL C,: SHEET 7 w i- rn 1 FACE OF WALL FACE OF WALL AVE UE I ". ....".............................. ............ ....,........................................,..111..,1. N 1 , , , 1111,_ 1111 .. _........................... 1111" 1111.".�......... . .., 1111, 1111:., 1111 1111... ... m ... ." 1111.,.,1111............._..,....,_..,...,_....................,"..............,,...,.......,..,....,..,..,.,.,1111..,„.,1111 1111.,.,.,. A.., ,.. .,. _. o _..._........................:........................................................................................................................_.....,,....................,._.(,.TYP..)..,...........,...;..............,....... 8.'9' 2% x.24/ i 7r i 4 1.80% _11.11,,................. ,.,,....,,.. , ."..""",."."".",.".." -- .- T G WIDTH E b 1111 ., , ;.,. ,. . ..0"0%1111. FOO IN 870 " /�, 01 01 1111.. .. , . .. ..........:.........::.................................................. .. .....�,�,,, _w_-.' f -1.65% I _�- --- N �. __� ___-- --� C 0M P A C TE D I i ,� ; FILL (TYP) ............. ............................................... ........I........I..",...I—. �31 �-n ......... ......................................................................................................:............................................................. ,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,„,,,,,,,,",,..,,,..,.,.-...... ...................._.,......,,_.,................,...... .................,...................,.................... ...................................,.......,...,.......,.. ....,...,...........,..........................,.......... ......,...,..,,..............................,......... ..........,........... ............................. .,.....,...........................,........,,............. ,,,,,,.,,,......,,..,,,.."..,,.,,,..,,.. ,. ....................................................................................................... ............................................................:..............................",..,.,,,,,,,.,,,,.",,..,,.,.,,,.".,.„ . .,. , . ..,.�_ Co Co T; T RI AY APPR ACH ; �`�` `�--= i" r-- EXISTI( G ........ .J COMPACTED (�) ao CONS RUC D VEW O GOMPACTED -- (�) O (�) (§) (�) O (�) O (�) ' SEASONAL FILL (TYP) GRADS o z WALL STENT STEM I'_ o PER CITY DWG 423 (TYP) FILL (TYP) SWALE °-`r � ; I I ; I.............................................",,..,,.", .....,,.,,.........,,,..............,,,. �_ o : r........................................................................",,.,,,.,,,_,,..,,.,,,.,,,."..",.,.,.,.,...............:.....,_.,..........._......,..... �._.......,...,,.,,,.,,,_........,....,...,,.."...,..,,.",,..,,,,....,..,,.,.".,,,._,..,.-.,__.....................,.......,.,,...........,..................,.......,..""".,,"",-.,.",,,,,.,,,.,,...", .,... _........................... .. THICKNESS 860 ..............................................................4 -......,.................,....................................,,................,......,,......._•,..,...,,. , ,� HEIGHT HEIGHT THICK SS SIL. TOE HEEL FTG KEY KEYWAY HEEL KEY'NAY FTG -f t� VERTICAL STEEL * Q fl O LOC. WIDTH WIDTH WIDTH DEPTH LOC. STEEL STEEL DEPTH "- W� PROFILE SCALE z� I I I �_ r 0 ' �, I ' � � 1111... .. ........................... .„ 1111,,.",., . 1111,. , , ., , 1111,... ......................................................... SITE WALL . . 1111., az 1111, �.,.... .,. , 1111 ,.. ,1111 , ,.,.,., ,,, , • Q . ................................................... ........._..,...,.,,.,..,...,........,,...,...,._,.,.,,.,......,..,,,.,.,,,._..,........ .. . .,., ..,..........,....,.........,,..,...........,..,........,. ,., 1111.. .:, �.. 1111 . , .."1111. ... .. "....................._,,, . . 1111 . 1111, 11:11 . �. .. 1111, , ._ . 1111 ,,.,........,...,.. ,..,....." ..,.,... ,.,.,....,,..,,_ _ ..,.. ....,.......,..,,,..,.....,...,....,,.,,.......,....,,,......,,.,.,,,_.,....1111...,...,...,. , . " O �- HOR: = 1 a t �t > a' S' OFFER OF VER: 1"= 10' n- DEDICATION 0'to 3' 8"CMU #4 @ 8"O.C. 4” 12" 27'" 3'-3" 6" 12" N/A N/A 12" V 850 3'-0" � 0+00 1 0+50 1+00 1+50 2+00 N . O � n 0 51_011 O'to 5' 8"CMU #5 @ 8"O.C. 5.26" 24" 3011 4'-6" 12" 24" N/A #4 @ g 12" O/C. F PoQUITO CREEK LANf- 5ECTION SCALE: -� �7A) H: 1 -- 10nV: III- 10' Q t' I `o z"/6 SCHEDULE 40 RAIL CL UPRIGHT 6 6"O.C.MAX d- HORIZONTAL STEEL N PER PLANS 1/8"' F--1 LINE DRAINAGE SWALES WITH GEOTECH � MATERIAL (NORTH AMERICAN GREEN C125, SOLID GROUTEDC.M.0 z I� OR EQUIVALENT). THE FABRIC SHALL BE WALL PER PLAN ►,.'I'. _ .L_1 a -� ANCHORED AND KEYED PER THE y 2-1/2"O SCHEDULE 40 CrEQ '�/� EQ SLEEVE @ 6"O.G.MAX PIPE MANUFACTURERS SPECIFICATIONS. '< �//r� a; t m 3, 7% .. ' ' '.P.q ,* .. .' �. ...a �. a. 4: �70 :d.". LLQ TREE PROTECTION FENCING SEND HORIZONTAL BAR 4'--�6" METAL STAKES �\ �• A\ �Tj�� ,. �.Pa AROUND SLEEVE-SEE PLAN 3 WIRE OR NYLON ZIP TIES PER STAKE / �`�� 7 T, �. \ , �. VIEW / �, / '1� 2-1/2 O SCHEDULE 40 PIPE u P 4' HIGH, CHAIN LINK, SNOW, OR ORANGE SAFETY FENCE /� / 0' \ //� SLEEVE 6"O.C.MAX // �./ ; / �./~1 . / - � i// �`\,, � / // �/� /`., // SOLID GROUTED C.M.0 WALL I-- 1. STAKE BENEATH DRIP LINE, MAXIMUM DISTANCE IS 8,—O" �•/ < �/ // /� �, //// PER PLAN // //� / `�. `�/ /� FROM EACH STAKE. ``/� �/ /� / 2. TIGHTLY STRETCH THE 4'--0" HIGH FENCING TO PREVENT i//��/j�/�/. / RETAINING WALL DETAIL NT5 D DROOPING. U 3. TIE FENCE AND STAKE TOGETHER IN UPRIGHT POSITION WITH ��7A - ONE FOOT FOR EACH INCH A MINIMUM OF THREE TIES PER STAKE. I OF TREE DIAMETER, OR 4. FENCE COMPLETELY AROUND ORIGINAL DRIP LINE TO AVOID H DRAINAGE ALE N.Ts Y 1/2 HEIGHT OF TREE, �, COMPACTION FROM VEHICLES AND MATERIAL DURING i WHICHEVER Is GREATER — m CONSTRUCTION. ANY WORK WITHIN FENCE LINE REQUIRES (, 0- ARBORIST MONITORING, �7A) REFER TO NORTH AMERICAN GREEN CHA . SEL " n s' MINIMUM WIDTw FOR 2 . 5. REQUEST A TREE INSPECTION. SPECIFICATIONS FOR INSTALLATION INFORMATION �11 n. 0 2x4 STANDARDS + 1x4 cAL. TR��S©R SMAI 11 f RAILS OR ORANGE SAFETY 1`,, r FENCING`MAY BE USED. Y , .;., o :.'. Q��aS/ �q� NO. BY DATE= DESCRIPTION N �t ," ' EXP! G f y /sem .. �:, 0 9---3(Y'1 ----- ,`W i o I J KE I/I I/!G DM/APPROACH (CITY 423) y TREE '11, n kx. --, _, , ,� �' ,,,. Z 2 JKE 313 I/I G DNV GRADE Ct1ANGE5 �. P R 0 TE C TI O N .I Q �w 5 - �`� , .: 11� (✓ :;:. z .s �z,, ; v FEN E .or / O ,.. 1111.: :. „ ,� ,.::;:..,.., .,.;. /. f t� r° 111� .I(,.....DEEP Tq " �/V1 f %^s�F `�p� ACCEFfiED 6Y CITY)=NGIN}=1:R: Y'007% Tl��G �'"i�C0 T�CT�0.✓iV DETAIL1. a� , f ;. f , , ,, C " 1 ; / f •1111 ., ',, . 4 1 O LONG �� a �7A) IF THE REMOVAL OF OAK TREES IS APPROVED, THE TREES WILL NEED TO BE REPLACED WITH ,1 °P JO N A. KUDLA, RCE #50652 A� I At s-'T I pa(.0. e'.1k. 151 1 bl-,At -_ TREES OF THE SAME SPECIES AT A RATIO DETERMINED BY THE GOVERNING AGENCY. TREE WILL ROCK ENERGY DISSIPATION, 5 WIDE X 10 LIC 5E EXP: 9/30/17 DATE: ATE � °'NEED TO BE IRRIGATED AND MAINTAINED FOR A MINIMUM OF 5 YEARS OR UNTIL ESTABLISHED, LONG X 1 DEEP, WITH 6 DIA. RIP RAP, WITH 0 PLANTING LOCATIONS WILL BE DETERMINED BY THE GOVERNING AGENCY AND WILL COMPLY WITH GEO FABRIC (0125 OR EQUAL) (TYP) TRACTLL THE DEPARTMENT'S POLICIES AND GUIDELINES FOR PLANTING. (n GRAPHIC SCALE A 6 LUT PLA NNEL' DE VEL OPMEN .1 .C- f _F� v E�E � d ATION �Thl'� N.T, 14 0 5 10 20 40 - 1 - Co .�A CITY OF ATAS ADER . ( I FEET ) SECTIONS AND DETAILS/-I E 1 inch = 10 ft. DE5IGNED DY: DRAWN BY: CHECKED BY: JOB NO: SCALE: 5HEET: 7h,= 16 1_� 1D5 MVV JK, 03-27G A5 SMOWN 6 GENERALSPECIFICATIONSAND NEW MAXIMUM 0�'��1 N� ��T W��N ��KITS 5 U C#� THAT A 4" 5PH RF CANNOT PA55 THROUGH � 1. ALL CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH 'Fc' AS SPECIFIED BELOW AT 28 DAYS AND SHALL BE � NORMAL WEIGHT (UC�N). { 1 ,� _ ,_____I �___ __ r__.__ ql� �� ITEM Fc SPECIAL INSP'N REQ'D? YES NO �j E I �� A. SLABS, 3000 PSI X * I ! ` '"� B. CAISSONS, GRADE BEAMS, PEDISTALS, STEMV�i ALL_S 3000 PSI x 11 01C + t ( I "EXCEPTION", } is /�^ I i O•J (*NOTE: CONCRETE SUPPORTED ON GRADE AND DESIGNED WITH Fc= 2500 PSI PER CBC 1705.5 EXCEPTION , PROVIDE BATCH O/C �"` - (Typ) PLANT TICKETS, OR OTHER APPROVED DOCUMENTATION, TO THE ENGINEER AND BUILDING OFFICIAL, TO VRIFY 300OPSI MIX.) � iI I C 1 2. ALL WORK SHALL COMPLY W1 TH CBC CHAPTER 19, CURRENT ACI BUILDING CODE (ACI 318), AND THE LATEST EDITION OF THE 'ACI' MANUALS OF CONSTRUCTION PRACTICES. 3. THE MAXIMUM SLUMP SHALL BE: SLABS ........................ 3" (PLUS OR MINUS 1") 1 l � ALL OTHER WORK (PLUS �•a I __.,.�. ..... 4." (P�U� OR MINUS ,") �.1 I I I p� --il i 10 11 4. THE MINIMUM CEMENT CONTENT SHALL BE 5--1/2 SACKS PER CUBIC YARD AND SHALL BE PORTLAND CEMENT, TYPE I OR 11, LOW GXG{ I } � ALKALI, PER ASTM C-150 AND SHALL CONFORM TO CDC 1905.2. 7 �! I 1 8 X 50 5TL M (50 K51) 5. MAXIMUM WATER-CEMENT RATIO: 6.75 GALLONS PER #94 SACK. ANY WATER REDUCING AGENTS ADDED SHALL BE USED TO REDUCE I THE WATER/CEMENT RATION. ADMIXTURES SHALL BE APPROVED BY THE ENGINEER, i I 6. AGGREGATE SHALL CONFORM ST � , , , „ IR"E- , _ �-.I . � >, I. ) � 4" CONT U;R�di TO A��-i C--33. ivIA�CIM.J�i A�Gr.�_G,��,-L �,�.� SHALL B� 1 (SON;. USE 3/,- AGGREGATE FOR SLAB ON j I GRADE. USE ONLY AGGREGATES KNOWN NOT TO CAUSE. EXCESSIVE SHRINKAGE. I I j I POURED IN PLACE � , i f i /. CONCRETE, PLACEMENT: I I CONCRETE ABUT MENT5 A. CONCRETE SHALL NOT FREE-FALL MORE: THAN FIVE (5) FEET. USE TREMIE, PUMP, OR OTHER APPROVED METHODS I i i I AS REQUIRED, f + + B. VIBRATE ALL CONCRETE (INCLUDING SLABS) AS IT IS PLACED WITH A MECHANICAL VIBRATOR OPERATED BY EXPERIENCED PERSONNEL. REINFORCING AND FORMS SHALL NOT BE VIBRATED. I 1 8. CURING: FRESHLY DEPOSITED CONCRETE SHALL BE PROTECTED ED FROM PREMATURE DRYING AND EXCESSIVELY HOT OR COLD TEMPERATURES, AND SHALL BE MAINTAINED WITH MINIMAL MOISTURE LOSS AT A RELATIVELY CONSTANT TEMPERATURE FOR THE PERIOD Ij + OF TIME NECESSARY FOR THE HYDRATION OF THE CEMENT (TYPICALLY 7 DAYS). ! W 18 X 50 ..,ATL 13M (50 K50 9. UNLESS SPECIFICALLY DETAILED OR NOTED OTHERWISE, CONSTRUCTION AND CONTROL JOINTS SHALL. BE PROVIDED ON ALL CONCRETE I SLABS, AND SHALL BE LOCATED SUCH THAT THE AREA WITHIN THE JOINTS DOES NO EXCEED 400 SQ. FT., AND IS ROUGHLY SQUARE WITHOUT INTERIOR CORNERS. I { 4 / GENERALSPECIFIk.AriTIONS X 12 PTDf DECKING W1 O 1. REINFORCING STEEL SHALL BE CLEAN OF RUST, GREASE OR OTHER MATERIAL LIKELY TO IMPAIR BOND. (2) 112" CARRIAGE DOLTS y -� AM AN � I 2. ALL. REINFORCING STEEL TO BE CONTINUOUS AND LAPPED (WITH STAGGERED SPLICES AT ADJACENT BARS) MIN 24" AT SPLICES, 20" TH RU OP L G AT CORNERS. REINFORCING BARS SHALL HAVE MINIMUM BEND RADIUS OF (6) TIMES THE BAR DIAMETER. BARS SHALL NOT BE HEATED I I� TO FACILITATE BENDING, ONCE BENT, STEEL SHALL NOT BE STRAIGHTENED. W 18 X 50 5TL E3M (50 K51) C) 3. REINFORCING BARS To BE DEFORMED BARS CONFORMING To ASTM A-615: � rY #3, #4 ......... GRADE 40 #5 8c LARGER .......... GRADE 60 CO! 8 4, ALL REINFORCING STEEL, ANCHOR BOLTS AND FOUNDATION HARDWARE SHALL BE LOCATED IN THE FORM WORK AND HELD FIRMLY IN PLACE PRIOR TO AND DURING CONCRETE PLACEMENT BY MEANS OF WIRE SUPPORTS. P, 5. CONCRETE COVER IS REQUIRED AS FOLLOWS OVER REINFORCING: I 3" .......... WHERE CONCRETE IS EXPOSED TO AND CAST AGAINST EARTH. 0 G X 12 PTDf DECKING W1 2" .......... WHERE CONCRETE IS EXPOSED To EARTH BUT CAST AGAINST FORMWORK. 14" ......... WHERE NOT EXPOSED TO EARTH OR WEATHER. (2) 112" CARRIAGE E3OLT5 6.TI�I ICU T01�' ��AM �LANG� SHALL REINFORCING M 70EEL SHALL NOT BE AC1 3 5.2 AND ASTMMEAD 7060 GRADE 60.NLESS SPECIFICALLY NOTED ON THE STRUCTURAL DRAWINGS, IF ALLOWED, WELDING • W 18 X 50 ATL BM (50 K51) E RALSPE "%IFI CA TI FOSSOILS 2'--011 1. IT IS RECOMMENDED THAT ON BUILDING SITES EXHIBITING CHARACTERISTICS OF INSTABILITY (INCLUDING BY NOT LIMITED TO: LOOSE CL SURFACE SOILS, MOISTURE VARIATIONS, SOIL TYPE VARIATIONS, EXPANSIVENESS, AND SLOPE INSTABILITY). A SOILS INVESTIGATION BE POURED I N PLACE PERFORMED (UNLESS WAIVED BY THE LOCAL BUILDING REVIEW AGENCY). ANY DEVIATION FROM THE DESIGN VALUES SHOWN BELOW SHALL CIO� CON�,I�.� � A�U f t��N i � 9 BE BROUGHT TO THE ENGINEERS ATTENTION. c } 2. REFER TO SOILS REPORT OR FOUNDATION INVESTIGATION FOR COMPACTION, FILL, BACKFILLING, AND SITE PREPARATION REQUIREMENTS AND PROCEDURES. WHERE SAID REPORT IS NOT REQUIRED BY LOCAL BUILDING OFFICIALS, FOLLOA CBC SECTIGN 1803 REQUIREMENTS. N x: is ! I 3. ALLOWABLE SOILS VALUE AND FOUNDATION DESIGN BASED UPON: 00 10 (X) MINIMUM CBC SECTION 1804 ALLOWABLES. rn W 18 X 50 5TL BM (50 K51) I { ) SOILS REPORT BY: 3. 46FILE NUMBER: DATED,- 4. ATED: 4. MINIMUM REQUIRED SOIL BEARING (DL+LL) TO BE _1500 P.S.F. (RET WALLS: Pa= 43.0 Pp= 350 , u= .35 ). � a I GXG PTDf CURB __�\ _� � 5. EXPANSIVE INDEX = MED (ASSUMED ) (FROM REPORT): SITE CLASS = D (ASSUMED ) (FROM REPORT). (- 1 __ - __ - �_ _�_ 6. ACTUAL SOILS CONDITIONS WHICH IAT APPRECIABLY AT HO ABO E SHALL BE REPORTED TO THE PROJECT ENGINEER __.._.�__ � N NSW DEVIATEFROM THAT SHOWN V IMMEDIATELY. ItW- � - ' �- 7. ALL SITE WORK AND GRADING SHALL BE DONE IN ACCORDANCE WITH A LICENSED CIVIL AND/OR SOILS ENGINEERS RECOMMENDATIONS, PROVIDED BY OTHERS. rx W I V E F-- t �� I I 8. POSITIVE DRAINAGE (MIN 5% SLOPE) SHALL BE PROVIDED i�,Y`rAY FROM THE PROPOSED STRUCTURE FOR A DISTANCE OF 10'-0" FROM 2X2 CSI~ FACE OF EXTERIOR WALLS. ' Gil 01C i P I C KET5 G 0,CGENERALSPEC/F1%.,f/n TIONS FOR FOUNDATIONS p:j , a (Tyr) Ln �_(�" (�� MAX 1. MINIMUM FOOTING REQUIREMENTS FOR STUD WALLS SHALL BE PER TABLE 1809.7 OF THE CBC, UNLESS A SOILS INVESTIGATION cv REQUIRES OTHERWISE. WHERE A SOILS REPORT EXISTS, SOILS ENGINEER SHALL APPROVE ALL SITE WORK, FOUNDATION EXCAVATIONS AND U 3'? I BOTTOM OF FOOTING DEPTHS PRIOR TO INSTALLATION OF REINFORCING STEEL OR CONCRETE. 2, FOUNDATIONS SHALL. NOT BE POURED UNTIL ALL REQUIRED FORM WORK, REINFORCING STEEL, HOLDOWNS, ETC, HAVE BEEN PROPERLY i I T I MAXIMUM OPENING BETWEEN ICKET5 SUCH 0'_G�� (MAX SPAN) PLACE AND INSPECTED BY THE LOCAL BUILDING OFFICIAL / INSPECTOR. cia THAT A '`�`{� 5 1� CANNOT ° THROUGH I� 3. ALL RIEQUIRED BACKFILL AT FOOTINGS, UTILITY TRENCHES, AND RETAINING WALLS SHALL_ BE COMPACTED TO AT LEAST 90% OF { fa) MAXIMUM DENSITY UNLESS OTHERWISE NOTED ON A SOILS REPORT. #" l 4. CARRY ALL FOUNDATIONS TO REQUIRED DEPTHS INTO COMPACTED FILL OR NATURAL SOILS (PER PROJECT SOILS ENGINEER) OR AS + o REQUIRED BY EXPANSION INDEX (LOW = 15", MEDIUM = 21", HIGH = 27") WHICHEVER IS DEEPER. EXCAVATE TO REQUIRED DEPTHS AND t DIMENSIONS, CUT SQUARE AND SMOOTH WITH FIRM LEVEL BOTTOMS, REMOVE ALL LOOSE MATERIAL AND DEBRIS, MOISTEN SEVERAL TIMES JUST PRIOR TO POURING CONCRETE, NOTE: NO STANDING WATER IS ALLOWED IN EXCAVATIONS DURING CONCRETE PLACEMENT. 00) 5. ALL FOUNDATION EXCAVATIONS SHALL BE HORIZONTAL, LEVEL, AND STEPPED TO CONFORM TO ANY CONTOUR SLOPE OF THE PROJECT SITE. IN ADDITION, FOOTINGS ON SLOPES SHALL HAVE A MINIMUM EMBEDMENT SUCH THAT THERE IS AT LEAST {7) SEVEN FEET OF Ln AOOM% i(�` HORIZONTAL DISTANCE FROM BOTTOM OF FOOTING TO THE FACE OFIt . SLOP, oj LLJ :a 6. MOISTURE CONDENSATION UNDER FLOOR COVERINGS HAS BECOfi�1C� C�RfTick DUE TO THE USE OF WA,ER- SOLUBLE ADHESIVES, ETC.; THEREFORE, IT IS SUGGESTED THAT MOISTURE SENSITIVE SLABS NOT BY C:iN TED DURING INCLEMENT WEATHER CONDITIONS. 7. ANCHOR BOLTS TO BE FULL DIAMETER, CUT THREADS, MADE FROM: -ASTM A--36 STEEL BY AN AMERICAN MANUFACTURER AND INSTALLED PER LATERAL REQUIREMENTS ON THE FOLLOWING PAGE 0 11 CC l„j 8. SEE "GENERAL SPECIFICATIONS FOR CONCRETE" FOR CONCRETE REQUIRE11 5CALff 0- 112 1 ul MENTS: Qj *� u uF TRACT 2445 Y• A LOT r 1\!�l!' 'L DEVF1 OPMENT i, ENGINEEK5 NOTE: REV1510N5 CITY OFATASC.ADERO y, THE PROP05ED DRIDGE WILL 5E � NO. 13Y DATE DESCR(1'TION +� �! MP05ED 0LOAD UAPO STIMNG G5,000 RLD. op�qFES ail P. U <ell '. HOUR POR EMERGENCY EIRE VEHICLE5.CIO Fes , Q� 5Q �s . fJ� 1 , l ACCEPTED DY CITY ENGINEER: -- I V IL �� / I GE DETAIL` -� POQUI'"' CREEK LANE o` 4F` GAL��d�- cu) JO��N u KU DL , RCE #50G52 - -_ �rr S G.E.. „g�f___% _ DF-51G JOHN DY: DRAWN f Y: cr I C U BY: !o> Na: scAL : 5HFET: .� LICE aE EXF': 30/17 DATE: ',/ DATE DT fw A 03-27G A5 5MONN $ OF 1 s,< W SPE11CIAL INSPECTIONS STRUCTURAL OBSERVATION 1. THF OWNER SI`?A._L. EIM!'L_OY THE DESIGN ENGINEER, OR ANOTHER LICENSED ENGINEER OR ARCHITECT DESIGNATED BY 1. THE ENGINEER ACCEPTS NO RESPONSIBILITY FOR SPECIAL. INSPECTIONS DURING CONSTRUCTION, OR FOR THE METHOD OR FORM OF _-HE: Dl SIGN ENGINEER, TO PERFORM STRUCTURAL OBSERVATIONS PER CBC 1704.5 AS INDICATED BELOW. OBSERVED CONSTRUCTION. JOB SITE VISITS BY THE ENGINEER DO NOT CONSTITUTE AN OFFICIAL INSPECTION. DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNERS REPRESENTATIVE, SPECIAL INSPECTOR, CONTRACTOR, AND BUIL-DING OFFICIAL. OWNER OR GENERAL_ CONTRACTOR SHALL SUBMIT A COPY OF THE STRUCTURAL OBSERVATION 2. WHERE "CONTINUOUS INSPECTION" "PERIODIC INSPECTION", OR "SPL"CIAL INSPECTION" IS REQUIRED ON THE PLANS, THE CONTRACTOR, OWNER, REPORT(S) TO THE GOVERNING AGENCY. OR HIS AGENT SHALL EMPLOY AN INDEPENDENT, APPROVED* TESTING AND INSPECTION AGENCY TO PROVIDE A DEPUTY INSPECTOR ON SITE, SAID DEPUTY INSPECTOR SHALL UNDERSTAND THAT THEY AS SUCH, ARE ACTING AS THE AGENT OF THE ENGINEER, ARCHITECT, AND GOVERNING 2. STRUCTURAL OBSERVATION VISITS TO THE PROJECT SITE BY ENGINEER, OR HIS DESIGNATED REPRESENTATIVES, JURISDICTIONS. (* PER CBC SECTION 1703). (SUPPORT SERVICES) SHALL NOT INCLUDE INSPECTIONS OF SAFETY OR PROTECTIVE MEASURES, OR CONSTRUCTION r ,T PROCEDURES, TECHNIQUES OR METHODS. ANY SUPPORT SERVICES PERFORMED BY THE. ENGINEER, DURING ANY PHASE 3. SPECIAL INSPLu TIYON AND i ESTING SPALL BE PROVIDED AS REQUIRED BY CBC SECTION ION 1704 AND AS NOTED BELOW. NAMES AND OF CONSTRUCTION, SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES (AS REQUIRED BY QUALIFICATIONS OF' DEPUTY INSPECTORS'SHAL_L. BE SU BMITTED TO THE BUILDING DEPARTME!�T FOR REVIE14V AND APPROVAL PRIOR TO COMMENCEMENT OF THE WORK T-0 BE INSPECTED. UPON COMPLtETION OF THE STRUCTURAL WORK, THE DEPUTY INSPECTOR SHALL SUBMIT SIGNED ANY REGULATING GOVERNMENT AGENCY, I.E. LOCAL BUILDING DEPARTMENT) PROVIDED B1' OTHERS. THESE SUPPORT REPORTS OF ALL REQUIRED !I�ISF�EC�I�IONS AND TESTS TO THE: CONTRACTOR AND OWNER AS NIEI_L.AS ENGINEER AND BUILDING OFFICIAL FOR REVIEW SERVICES, WHETHER OF MATERIAL OF WORK, ARE PERFORMED SOLELY FOR THE PURPOSES OF ASSISTING IN QUALITY AND APPROVAL, IN ACCORDANCE WITH CBG SECTION 1704.2.4. CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTACT DOCUMENTS, BY TO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALT_ NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. 4. CONTRACTOR SHALL ADVISE THE OWE NER, OR HIS AGENT, AT LEAST TWO WEEKS PRIOR TO THE NEED FOR A SPECIAL INSPECTION. FURTHERMORE, THE CONTRACTOR SHALL NOTIFY BONN THE BU!I_DING DEPARTMENT AND THE DEPUTY INSPECTOR A MINIMUM OF 48 HOURS PRIOR TO 3• THE ARCHITECT OR ENGINEER AND THE CONTRACTOR AND APPROPRIATE SUBCONTRACTORS SHALL HOLD A THE REQUESTED INSPECTION DATE FOR SCHEDULING CONFIRMATION. PRE-CONSTRUCTION MEETING TO REVIEW THE DETAILS OF THE STRUCTURAL SYSTEM TO BE STRUCTURALLY OBSERVED. 5. PRIOR TO ANY SPECIAL INSPECTION, THE DEPUTY INSPECTOR SHALL DEET WITH THE ENGINEER OF RECORD FOR A REVIEW OF ITEMS 'r0 BE 4. SCHEDULING: IT IS THE RESPONSIBILITY OF THE PROJECT GENERAL CONTRACTOR TO VERIFY PLANS AND DETAILS' INSPECTED AND/OR TESTED. THE DEPUTY INSPECTOR SHALL BRING TO THE ATTENTION OF THE PROJECT ENGINEER ANY AND ALL DEVIATIONS FROM ARE BEING FOLLOWED AND TO MAKE DEFICIENCIES KNOWN TO THE ENGINEER EARLY ENOUGH TO ALLOW THE THE APPROVAL PLANS, OR FIELD CONDITIONS WHICH WILL NOT ALLOW FOR CONSTRUCTION OF THE STRUCTURAL SYSTEM PER PLANS. CORRECTION PRIOR TO REQUESTING FINAL STRUCTURAL OBSERVATIONS. 6. CONTINUOUS SPECIAL INSPECTION, EXCEPT WHERE PERIODIC SPECIAL INSPECTION IS ALLOWED BELOW, IS REQUIRED FOR THE FOLLOWING: 5. STRUCTURAL OBSERVATIONS SHALL BE PROVIDED FOR THE FOLLOWING PHASES OF CONSTRUCTION: SOILS: EXISTING SITE SOILS CONDITIONS, FILf_. PI_.ACEMENT AND LOAD BEARING REQUIREMENTS PER SOILS REPORT AS SPECIFIED BY CBC - ITEM Y � REQUIRED? � REMARKS SECTION 1705.6 AND TABLE 1705.6. A, FOUNDATION REINFORCEMENT YES EXCEPTION: NOT REQUIRED DURING PLANCEMENT OF CONTROLLED FILL HAVING A TOTAL DEPTH OF 12" OR LESS. B. STRUCTURAL MASONRY / RETAINING WALL REINFORCING YES CONCRETE: REINFORCING, PLACING OF CONCRETE, DURING TAKING OF TEST SPECIMENS, ETC., AS SPECIFIED BY CBC TABLE 1705.3 AND C. ANCHOR BOLTS / UPLIFT (TENSION) ANCHORS YES TABLE 1705.3. D. SHEARWALL / DIAPHRAGMS / COLLECTORS N/A EXCEPTION: NOT REQUIRED FOR FOUNDATION CONCRETE IF F'C DESIGN STRENGTH IS NOT MORE THAN 2500 PSI, AND FOR E. STRUCTURAL WOOD FRAMING / LEDGERS N/A SITE WORK CONCRETE FULLY SUPPORTED ON EARTH). HOWEVER, PLANT BATCH TICKETS OR OTHER CERTIFICATION WILL F. WALL TO DIAPHRAGM TIES N/A NEED TO BE PROVIDED TO VERIFY 3000 PSI Mix. G. MOMENT FRAME ATTACHMENT TO FRAMING N/A H. STRUCTURAL STEEL YES ON COMPLETION OF STRUCTURAL WORK FOR MASONRY: DURING PREPARATION AND TAKING OF MASONRY TEST SPECIMENS, PLACING OF ALL MASONRY UNITS, PLACEMENT OF MASONRY I. UPCONFORMANCE TO PLANS AND SPECIFICATIONS YES REINFORCEMENT, INSPECTION OF GROUT SPACE IMMEDIATELY PRIOR TO CL.OS!NG O CLF_ANOUTS, DURING ALL GROUTING OPERATIONS, I J. OTHER: ❑ HELICAL PIERS ' ETC., AS SPECIFIED B TABLE ABLE 1 70.x.4. ❑ STORAGE RACKS r' I EPDXY/ADHESIVE ANCHORS IN CONCRETE AND MASONRY PER CURRENT IGC REPORT. ❑ -------.------- STRUCTURAL WOOD: PERIODIC SPECIAL. INSPECTION !S REQUIRED FOR NAIL-ING, BOLTING, ANCHORING AND OTHER FASTENING OF COMPONENTS WITHIN THE SEISMKO-FOPCE-IRESISTING SYSTEM, INCLUDING WOOD SHEAR WALLS, WOOD DIAPHRAGMS, DRAG STRUTS, BRACES, SHEAR a PANELS AND HOLD-DOWNS, PER CBC 1705.4. I EXCEPTION: NOT REQUIRED WHERE SHEARWALL FASTENERS SPACING IS MORE THAN 4 INCHES ON CENTER. -ICAL FRAMING" NO Z) AN r'%E 1v YREMEN STRUCTURAL STEEL CONSTRUCTION: MATERIAL VERIFICATION, HIGH STRENGTH BOLTING, WELDING, STEEL FRAME JOINT DETAILS AND INSTALLATION VER7v u K wu { AS REQUIRED, BY CBC SECTION 1705.2 AND RISC 360. _-- --- HIGH STRENGTH BOLTS: INSTALLATION OF HIGH STRENGTH BOLTS SHALL BE PERIODICALLY INSPECTED IN ACCORDANCE WITH CURRENT RISC SPECIFICATIONS. 1. ALL FRAMING LUMBER, TIMBER AND PLYWOOD TO BE GRADE STAMPED WITH A STAMP OF THE: ASSOCIATION UNDER PRE----FABRICATED STRUCTURES: WHERE FABRICATION OF STRUCTURAL. MEMBL-.RS AND ASSEMBLIES ARE BEING PERFORMED ON THE PREMISED WHOSE GRADING RULES IT WAS PRODUCED. LUMBER TO BE OF THE FOLLOWING MINIMUMS WITH A MOISTURE CONTENT NOT TO EXCEED 19%: ` OF A FABRICATION SrOP, INSPECTION OF FABRICATION AND IMPLEMENTATION PROCEDURES SHALL BE PER CBC SECTION 1704.2,5. BEARING STUDS AND HEADERS (O.O.N.) ......... DI= !_ #2. EXCEPTION: NOT REQUIRED WHERE THE FABRICATOR IS APPROVED IN ACCORDANCE WITH C3C SECTION 1704.2.5.2. ..� NON--BEARING STUDS, PLATES AND BLOCKING ...................•......,..... STANDARD GRADE DF POSTS, BEAMS, ROOF RAFTERS, CEILING JOISTS, FLOOR JOISTS .......................•. PF.--L #1 G: HIGH STRENCH BOLTS: INSTALLATION OF HIGH STRENGTH BOLTS SHALL BE INSPECTED IN ACCORDANCE WITH CURRENT AISC SPECIFICATIONS, LUMBER IN CONTACT WITH CONCRETE OR MASONRY .......... PRESSURE -TREATED DF--L #1 AND CBC SECTUIB 1705.2 AND AISC 341. SHOP WELDING*: IN COMPLIANCE WITH CBC SECTION 1705.2 AND AWS D1.1, IF NOT PERFORMED IN AN APPROVED FABRICATION SHOP AS 2. MANUFACTURED LUMBER, GLUE-LAMINATED (GLB) OR LAMINATED-VENEER (LVL OR PSL) SHALL BE OF THE FOLLOWING MINIMUMS: DESIGNED ABOVE. GLB'S (24F---V4 DF/DF) LVL'S (1.8E/DF) PSL'S (2.OE/DF) I FIELD WELDING*: OF LOAD SUPPORTING STEEL MEMBERS PER CBC SECTION 1705.2 AND AWS D1.1., Fb= 2400 PSI Fv= 165 PSI Fb=2600 PSI Fv= 285 PSI Fb= 2900 PSI Fv= 290 PSI r- *NOTE: THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT DURING WELDING OF SINGLE---PASS FILLET WELDS NOT EXCEEDING E= 1.8XE6 PSI E= 1.8XE6 PSI E= 2.OXE6 PSI 5/16" SIZE, PROVIDED THE MATERIALS, QUALIFICATIONS OF WELDING PROCEDURES, AND WELDER CERTIFICATIONS ARE VERIFIED CAMBER: STANDARD R= 2000') CAMBER: NONE CAMBER: NONE PRIOR TO THE START OF WORK; PERIODIC INSPECTIONS ARE MADE OF WORK IN PROGRESS; AND A VISUAL INSPECTION OF ALL n Dc T T T 3. REFER TO CBC TABLE 2304.9.1 FOR MINIMUM NAILING REQUIREMENTS. ALL NAILS TO BE 'COMMON' TYPE NAILS. a- WELL.,, IS MADE. PRIOR 0 COMPLETION OR PRIOR .0 SHIPMENT OF SHOP WELDING. LATERAL FORCE RESISTING SYSTEM: INSTALLATION OF ALL COMPONENTS OF THE STRUCTURAL SYSTEM RESISTING LATERAL LOADS INCLUDING: 4. ALL DOUBLE MEMBERS TO BE NAILED TOGETHER WITH (2) ROWS OF 16d NAILS @ 12" O/C, STAGGERED (U.0.N.). N DIAPHRAGMS, SHEARWALLS, MOEMENT FRAMES, BRACING, OVERTURNING RESISTANCE (STRAPS, HOLDOWNS, BOLTS...), SHEAR TRANSFER HARDWARE AND FOUNDATIONS AS DENOTED ON APPROVAL CONSTRUCTION DOCUMENTS AS REQUIRED BY 5. ALL METAL FRAMING CONNECTORS REFERENCED IN THE CALCULATIONS ARE "SIMPSON STRONG TIE". SUBSTITUTIONS CBC SECTION 1705.11.1. OF EQUAL (APPROVED) CONNECTORS IS ACCEPTABLE WITH THE WRITTEN PERMISSION OF THE ENGINEER. FRAMING ANCHORS SHALL BE NAILED OR BOLTED TO THEIR FULL CAPACITY (ALL HOLES TO BE FILLED) WITH FASTENERS CD Cu SPECIFIED BY "SIMPSON". ` co 7. SPECIAL INSPECTION SHALL BE PROVIDED FOR THE FOLLOWING SPECIFIC PHASES OF CONSTRUCTION: o 6, ALL BOLTS IN WOOD SHALL CONFORM TO ASTM 307. HOLES FOR BOLTS SHALL BE BORED WITH A BIT 1/32" TO ITEM a REQUIRED? REMARKS 1/16" LARGER THAN THE NOMINAL BOLT DIAMETER. CUT WASHERS SHALL BE PLACED UNDER HEADS AND NUTS OF A. SOILS COMPLIANCE PRIOR TO YES PER SOILS REPORT ALL BOLTS AND UNDER HEADS OF LAGS. DOUBLE CUT WASHERS SHALL BE USED FOR BOLTS CONNECTING WOOD FOUNDATION INSPECTION. °? I LEDGERS T'0 CONCRETE OR MASONRY WALLS, ALL BOLTS SHALL BE RE--TIGHTENED PRIOR TO APPLICATION OF B. STRUCTURAL CONCRETE OVER 2500 PSI YES PLYWOOD, PLASTER, ETC. C. STRUCTURAL MASONRY / RETAINING WALLS YES .1 D. EPDXY / ADHESIVE ANCHORS N/A 7. LAG SCREWS SHALL BE SCREWED INTO RRE--DRILLED HOLES THE SAME DIAMETER AS THE ROOT OF THE THREAD. cId E. STRUCTURAL WOOD N/A F. STRUCTURAL. STEEL CONSTRUCTION NO 8, NO STRUCTURAL MEMBERS (JOISTS, PLATES, STUDS, BEAMS, ETC.) SHALL BE NOTCHED, CUT OR DRILLED (EXCEPT G. PRE-FABR!CATION STRUCTURES N/A FOR THOSE HOLES REQUIRED FOR BOLTING) UNLESS SPECIFICALLY NOTED. H. HIGH STRENGTH BOLTING N/A b, 1. FIELD WELDING YES ! J. LATERAL FORCE RESISTING SYSTEM NO K. SPRAYED--ON FIREPROOFING PER ARCHITECT I L. OTHER: ❑ HELICAL PIER ❑ STORAGE RACKS zi ATEMENT OF Set-%EICAL INSPECTIONS: ("CBC SECTION 1704. i REQUIRED TESTING: ----- m STRUCTURAL TESTING FOR SEISMIC RESISTANCE SHALL BE PROVIDE PER CBC SECTION 1706, AND AS NOTED BELOW: •� ,� SPECIAL INSPECTION IS REQUIRED FOR THIS PROJECT AS REQUIRED BY DESIGN. 1. CONCRETE CYLINDERS FOR 28 DAY STRENGTH (2 CYLINDERS AVERAGE) FOR EACH CLASS OF CONCRETE, NOT LESS WHEN APPLICABLE, SPECIAL INSPEGITONS SHALL BE PROVIDED IN ACCORDANCE WITH THAN ONCE A DAY, NOT LESS THAN ONCE FOR EACH 150 CU. YDS., AND NOT LESS THAN ONCE FOR EACH Ln THAN THE FOLLOWING: "SPECIAL INSPECTION AND STRUCTURAL OBSERVA?1ON REQUIREMENTS". _ 5,000 SF. OF SLABS. civ 2. CONCRETE MASONRY UNITS SHALT,. BE TESTED PRIOR TO CONSTRUCTION TO VERIFY COMPRESSIVE STRENGTH OF 1900 PSI MINIMUM. u 3. CONCRETE MASONRY UNITS SHALL BE TESTED DURING CONSTRUCTION FOR COMPRESSIVE STRENGTH TO SHOW a ' COMPLIANCE WITH 1900 PSI MINIMUM. I 4. MASONRY GROUT SHALL BE TESTED FOR EACH 5,000 SF. OF WALL AREA, BUT NOT LESS THAN (1) TEST PER 1 PROJECT, TO SHOW COMPLIANCE WITH MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI PER ACI 530/ASCE 5. W ! TR%VATIONZ�: � C 5. NON--DESTRUCTIVE TESTING OF ALL FULL. PENETRATION (COMPLETE JOINT PENETRATION} WELDED CONNECTIONS. L) SPECIAL OBSERVATIONS ARE REQUIRED FOR THIS PROJECT AS REQUIRED BY DESIGN. SPECIAL OBSEVkTIONS SHALL BE PROVIDED IN ACCORDANCE WITH � L � WHEN APPLICABLE, `7 11 THE FOLLOWING: "SPECIAL INSPECTION AND STRUCTURAL OBSERVATION REQUIREMENTS" ,. I„ , Ln c ,s` w I-; YI W ` .a1 V F ao „• Ser /71 41 .y a ;. U A O ¢ +' TRA G T 2445 o U A LCAT NNE DEVFLOPMENT ENGINEEK5 NOTA REVfSIC NS GITI� C?F ATA GADEf�(� THE PROPOSED BRIDGE WILL BE NO. I3Y DATE DESCRIPTION C CAPABLE OF SUPPORTING G5, UC}0 LB. Q�p��SS/ �. IMPOSED LOAD A '2 MILES PER EXPr` �c�` ,I HOUR IF OR EMERGEN Y FIRE VEHICLE5. s 4 0J r 75I�i . �a 9- 3 0,�-17.x--� , b 2 c5 f ACCEPTED BY CITY ENGINEER: tiRIDGE NOTES ;�'OQUITO CREEK LA ..N/V� rpfi CAL\�� a ,: JOHN UCS A, RCE #5QG5 f/ G e �. E.. �' tb _ 1i� DIf5fGNED BY: DRAWN BY: CHU, ED eY: Joe No: 5CALE: 5HEET: LICE EXP:1119/3017 DATE: f' DAT -27G A5 5NOWN 8,kf 1 E DT 1=W JK 0 w r� S"Flo."?UICSTEEL S IFI TID REQUIREMENTS: 1. ALL STRUCTURAL STEEL SHALL.G X 12 PTDf DECKING W/ OF THE LATEST EDITION OF THE A!CQNFSTRUCTORM OASTM URA'L 5TEELT SHOIP DRAWING 1IONS SHALLABENSOU'BMITTED WTOATHE ND �NGINE�R FOR REVIICATED nEW ANDEAPPROVADLAPRIOR NCE i 0 FABRICATION.NS f3 (2) 112" CARRIAGE E3OLT5 2. MATERIALS SPECIFICATIONS SHALL BE AS FOLLOWS: 4 _ +T`I--IRU TOP DEAM I'LANGE A. STRUCTURAL STEEL SHAPES (W'S, C'S, L'S ...), BARS, AND PLATES* NOT USED IN MOMENT FRAMES: ASTM A-36. B. WIDE FLANGE MEMBERS ("W" SHAPES) USED IN MOMENT FRAMES: ASTM AT-992. C. *STEEL PLATE USED IN MOMENT FRAME CONNECTIONS: ASTM A-572 GRADE 50 OR ASTM A-992. 2--3/4 D. STRIPS AND SHEETS: ASTM A570 GRADE D. E, STEEL G X 12 PTD f DECKING WI F. STEEL TUBE MEMBERS SHALL CONFORMIPE COLUMNS SHALL BEDTO�ASTMSA-500, GRADE BIPIPE CONFRMN AND HALL HAVE A MIN TO ASTA-53, GRADE VELD STRENGTH OF 46 KSI. (2) 112" CARRIAGE 5OUT15 3. WHERE A STEEL COLUMN OCCURS AT THE END OF INTERSECTION OF WOOD STUD WALLS, 1/2" DIA. BOLTS SHALL BE WELDED AT 32" O.C. FULL HEIGHT TO RECEIVE Th RFU TOP DFAM f LANGE WOOD FRAMING, WI 8 X 50 5TL 4. WELDING: WELD STRUCTURAL STEEL IN COMPLIANCE WITH ANSI/AWS D1.1. ALL WELDING SHALL BE DONE BY THE SHIELDED ARC METHOD WELDERS SHALL BE WI X5T� -- -- 13M � � K51) ii " �P ! PROPERLY QUALIFIED AND CERTIFIED PER AWS. ALL WELDING SHALL BE CONTINUOUSLY INSPECTED BY AN AWS OCI CERTIFIED INSPECTOR, PRE APPROVED BY THE CITY (OR 1 II �`' -`- (2) 3/4DIA. A5 5 W/ OVE 51ZE COUNTY) BUILDING DEPARTMENT. ALL WELDING SHALL CONFORM TO THE LATEST AWS SPECIFICATIONS USING E70XX ELECTRODES, UNLESS OTHERWISE NOTED, WITH A f3M (50 K50 (2-3/4 fi u � tl�I�1 DG�P► ��A51M��p5 MINIMUM CVN HARDNESS OF 20 FT--LB AT -20 DEG F, USING AWS A5 CLASSIFICATION TEST METHODS, SURPLUS METAL SHALL BE DRESSED TO SMOOTH, EVEN SURFACES OIC R IR WHERE WELDS ARE EXPOSED TO VIEW, GRIND SMOOTH WHERE METAL WILL COME IN CONTACT WITH THE PUBLIC. 15EAM5f—CTION T VIEW A5ECT101"N' END V 5. ALL FIELD WELDING, AND/OR SHOP WELDING PERFORMED BY A FABRICATOR NOT PREVIOUSLY APPROVED BY THE BUILDING DEPARTMENT, SHALL BE CONTINUOUSLY INSPECTED INSPECTOR SHALL VERIFY PROPER SIZE, GRADE, FABRICATION AND FIT OF STEEL ELEMENTS, PROPER WELDERS' QUALIFICATIONS, AS WELL AS PROPER 30'-0" P " (MAX SPAN) i P� MATERIALS AND PROCEDURES. ALL COMPLETED WELDS SHALL BE INSPECTED FOR QUALITY. (A SEE "SPECIAL INSPECTION REQUIREMENTS" FOR EXCEPTION). 6. NONDESTRUCTIVE TESTING: ALL COMPLETE PENETRATION ["FULL PENETRATION" (FP), OR " COMPLETE JOINT PENETRATION" (CJP) GROOVE WELDED JOINTS IN SPECIAL (6-2 (SMRF) OR ORDINARY (OMRF) MOMENT RESISTING FRAMES SHALL BE TESTED 100% EITHER BY ULTRASONIC TESTING OR BY RADIOGRAPHY. THE FOLLOWING EXCEPTIONS ARE -2 :! !P t !! G X 12 PT D f DECKING W/ PERMITTED: �` 112" X X 17-4"-4 5TEEL SAND 9 A. FOR COMPLETE PENETRATION GROOVE WELDS ON MATEIAL LESS THAN 5/16" THICK, NONDESTRUCTIVE TESTING IS NOT REQUIRED; g � � 1 /�" CAIIIAG BOLTS FOR THIS WELDING, CONTINUOUS INSPECTION OS REQUIRED FOR ALL THE WELDS. 4'-0" O/C WELD TO 5TEEL PjEAM5) 0%2. B. WHEN APPROVED BY THE BUILDING OFFICIAL, THE NONDESTRUCTIVE TESTING RATE IS DEMONSTRATED TO BE 5% OR LESS OF TH RU TOP REAM fLANGE t./_ THE WELDS TESTED FOR THE WELDER OR WELDING OPERATOR. THE SAMPLING, EVALUATION, AND REJECT RATE SHALL BE 3.0% ESTABLISHED AND APPROVED IN ACCORDANCE WITH THE CODE. O.G% ---� C. WHEN APPROVED BY THE BUILDING OFFICIAL., THIS .NONDESTRUCTIVE ULTRASONIC TESTING MAY BE PERFORMED IN A SHOP OF' AN APPROVED FABRICATOR UTILIZING QUALIFIED TEST TECHNIQUES IN THE EMPLOYMENT OF THE FABRICATOR. Av x o c. tW d3 ° .. 7. EXECUTION: USE WELDTABS (BACKING BARS) AT ALL FLANGE PLATE AND SHEAR PLATE TO COLUMN CONNECTION AT MOMENT FRAMES, AFTER WELDING, REMOVE THE b; WELD TABS AND FINISH TO A SMOOTH CONTOUR PER 3.12.3 OF AWS D1.1. WELD TAB REMOVAL MAY BE BY AIR CARBON ARC CUTTING (CAC-A), AIR CARBON ARC 2 H ------- 777 .r. , , \ GOUGING (ACAG), GRINDING, CHIPPING, OR THERMAL CUTTING. IN ADDITION, AFTER REMOVING THE BACKING BAR, BACKGOUGE THE WELD ROOT TO SOUND METAL, WELD M 50 K51 ,r BACKGOUGED REGION AND FINISH WELD USING A REINFORCED FILLET WELD WITH A MINIMUM LEG SIZE OF 5/16", OR THE ROOT OPENING PLUS 1/16", WHICHEVER IS LARGE.S f A 5 W 16 X 5 O 5T L 5 ( GRADE 8. WELDED STUDS: TEST WELDED STUDS B1 ONE OF THE M" o HODS SPECIFIED IN AWS D1.11 SECTION 7.6.6. 9. BOLTS, NUTS, AND WELDED STUDS: ALL HIGH STRNGTH BOLTS IN STEEL TO STEEL CONNECTION SHALL BE ASTM A--325 SC, ALL HIGH STRENGTH BOLTED CONNECTIONS ARE SLIP CRITICAL, AND SPECIAL INSPECTION IS REQUIRED AT BOLT PLACEMENT PER "SPECIAL INSPECTION REQUIREMENTS." ALL OTHER BOLTS SHALL BE SATM A-307 AS NOTED ON PLANS, MACHINE BOLTS (MB) SHALL ALSO BE ASTM A307. BOLTS SHALL BE AMERICAN STANDARD REGULAR BOLTS CONFORMING TO ASTM --- ------__ AHD SHALL HAVE CUT THREADES, BOTS WITH ROLLED THREADS ARE NOT PERMITTED. NUTS ARE TO BE ASTM A563. WELDED STUDS SHALL BE ASTM A108, TYPE A. �X15TI 1 NG 10. BOLTED CONNECTIONS: HOLES FOR BOLTED CONNECTIONS SHALL BE 1/16" LARGER THAN THE BOLT DIAMETER. HOLES FOR ANCHOR BOLTS MAY BE 1/8" LARGER ° ° \ ,� THAN THE DIAMETER OF THE BOLT. PROVIDED STANDARD CUT WASHERS BELOW MACHINE BOLT HEADS .AND NUTS WHICH OCCUR AGAINST A MATERIAL OTHER THAN STEEL GRADE � S 2.(' fL �- AND AT SLOTTED OR OVERSIZED HOLES IN STEEL ELEMENTS. PROVIDE CASE HARDENED WASHERS AT NUTS AT HIGH STRENGTH BOLTS, MACHINE BOLTS IN SLOTTED HOLES SHALL BE INSTALLED IN THE CENTER OF THE HOLE UNLESS OTHERWISE NOTED ON DRAWINGS. SUCH BOLTS SHALL THEN BE LOOSENED 1/2 TURN AND PREMANENTLY HELD ° a -�_�_� ° • IN PLACE BY PENNING THE THREADS OR WITH A LOCK NUT. p 33 11. INSPECTION OF HIGH STRENGTH BOLTS: HIGH STRENGTH BOLT INSPECTION MAY BE PERIODIC IF THE METHOD OF BOLT TIGHTENING IS ONE WHICH PERMITS VISUAL EVALUATION OF BOLT TENSION WITHOUT OBSERVATION OF THE BOLT TIGHTENING. SPECIAL INSPECTOR SHALL INSPECT BOLTS AND SURFACES TO BE JOINED PRIOR TO ° ------ _ START OF BOLTING, INSPECTOR SHALL INSPECT AND CERFITY COMPLETED BOLTING. ° a_ • a ° ___-- ° ° ° ° ° 12. ERECTION: ALL INCORRECTLY FITTING ELEMENTS FOUND IN THE FIELD SHALL BE REPRTED TOT HE ENGINEER. METHOD OF CORRECTION OF SUCH ERRORS SHALL BE f _ SUBJECT TO ACCEPTANCE BY THE ENGINEER. NO FIELD CUTTING, FITTING, WELDING OR OTHER SUCH FABRICATION IS PERMITTED UNLESS SPECIFICALLY SHOWN ON r ° ° .____- - ® ° DRAWINGS. • • ° ® �° -1 PROP05ED GA5 LI N E5 IN -1 ° ° ° ° ® 13. NO HOLES, OTHER THAT THOSE SPECIFICALLY DETAILED, SHALL BE ALLOWED THROUGH STRUCTURAL STEEL MEMBERS, NO CUTTING OR BURNING OF STRUCTURAL STEEL UNDERGROUND ,��NCI�I g WILL BE PERMITTED WITHOUT.PRIOR CONSENT OF THE ENGINEER. 14. GROUT OR DRY PACK: GROUT OR 'DRY PACK' AT BASE PLATES SHALL BE 'FIVE STAR' NON-SHRINK GROUT, OR AN APPROVED EQUAL, AND SHALL BE PLACED PRIOR TO LOADING THE ELEMENT IT SUPPORTS. ALL SURFACES SHALL BE PROPERLY CLEANED OF FOREIGN MATERIAL PRIOR TO GROUTING OPERATION. CARE SHALL BE TAKEN TO PROVIDE COMPLETE BEARING (FILL AND COMPACT ENTIRE SPACE) AT BASE PLATES TO FOUNDATION. d 15. ALL STEEL EXPOSED TO WEATHER SHALL BE PAINTED PER AISC SPECIFICATIONS AFTER FABRICATION. PRIMER: USE LOW DOC PRIMER ONLY WEHRE USE OF PRIMARY PRIMER IS PROHIBITED AND WITH THE WRITTEN PERMISSION N OF THE ENG!NEEER. DO NOT PAINT GALVANIZED SURFACES. USE THE FOLLOWING PRODUCTS WHERE APPLICABLE. � - — A. PRIMARY PRIMER: RUSTOLEUM 769 DAMP PROOF RED PRIMER. B. LOW DOC PRIMER: RUSTOLEUM 3400 SYSTEM LOW DOC PRIMER. RED OR GREY. � 5CALff 1 /2 i1 1 I (""�,if PAY R 'DE 'CO Z' AS cu �// ZINC RICH PAINT: USE GALVALLOY AS MANUFACTURED BY METAI_LOY PRODUCTS COMPANY Q V N 0 MANUFACTURED BY DEVCON CORPORATION. cu I 16. PAINTING AND PREPARATION: (AT ALL STEEL NOT GALVANIZED OR OTHERWISE COATED) CLEAN METAL BY MECHANICAL MEANS, SUCH AS SANDBLASTING OR BIRE BRUSHING, AS REQUIRED TO REMOVE ALL SCALE, RUST, ETC., AND WITH MINERAL SPIRITS AS REQUIRED TO REMOVE ALL OIL, GREASE, ETC., AND PAINT STEEL WITH MINIMUM -zs ;1 ONE COAT OF PRIMER. AFTER ERECTION, TOUCH UP ALL ABRADED PLACES, FIELD CONNECTION, AND WELDS WITH PRIMER AS NOTED ABOVE. ui 1-011 � �1-011 Cw7 �,{ !! n� (MIN) (MIN) (2) 3/4 DIA. AD5 a' W/ OVCR51ZE OR 13KI DGE" WA51��E1�5 ,t X G,t RAIL L —3 � � ! "'il I ,^PP P I! i�/"1tP �t�r'`li 1 I��tO t 9 i t 4 "b 4 -011 LJJ "G� g i GX RAIL I l 1! 31 I MIN 2 f ! t I ! 40 11 O/C EACH WAY ° t! , � MIN 5 MAX AMP V\� _ I LTI� 1=ABIzI C AROUND — 03 11.1 Ln --;---� IKEE DRAINING i 3`} /� AGGKf GATE W/ DIA. `� PERFORATED PIPE TOrB 4 11-311 ° DAYLIGHT I W g l �lt .v,4„ W 18 X 50 5TL f3M (50 K51) ot 40r io g ° (TYP 5 PLC5) L, 3" MIN `�' ' ( ') #5 - #5 CONT. �tt 11211 X G1 1 X 171-4-11-►P 5 1 EEL #..../AND @ CONT. . ! o) 4t_Qtt O/C (WELD TO 5TEEL 5EAM5) 2 — CD A L 51DEW FfT, ALLD Al" gip' _ _ ______ _ __ 5 CT170 N C `- Ix 4f E. 5CAL. . 112"= I '-011 i, eY TRACT 244 L ' r C�IJ u 0 :11 }} ,✓,,y L T" PLA N N P PD PDEVEL OP _)EN ENGINEEK5 NOTE: REV1510N5 CITY OFATASCADERO I'. Th1E PROPOSED BRIDGE WILL ESE5 I Ivo. aY DArE DSCRIPT!ON CAPABLE Of SUPPOR 1*ING n5,OC70 LB. t, IMPOSED LOAD AT 25 MILE5 PER R 3 va 3 HOUR EOR EMERGE fIRE VEMICLE5. 4.4� EXJP. �. rF ACCEPTED BY CITY I=NGINEEI,: sjq l V 1 1. \ ... BRIDGNE t� -�A�LE� POQUIm"CCREEK LANE _ _r �_ _ / D IGN D ICY: DRAWN 0Y: CHECKED BY: JOB NO: SCALE: 5f`Ft7: lJ a 1 es#r►X1 ..1:.• /i J(�I-1 N A U DLA CE #_50G52 .__________._�... -�--�.,._. nI uci N EXP: 17 DATE: ' DATE DT fW A Q3- 27G A5 5HOWN 9 of Y 5LOTTED HOLE NOTE: 3'-�►� 2 ! '-0" BR!DGE PLNA WIDTH (EXCEPT AT P05T5) PROVIDE STANDARD 5LOTTED HOLE5 AT B01-TOM -- FLANGE OF BEAM (PARALLEL TO 5PAN DIRECTION) fOR (MIN) 21_011 3-3/4il ANCHOR 5OCr5. O GAP AT 112" A3G STEEL PLATE 5TIFFENER5 END OF PLANK5 / ! '-2- 114" ,t I" FI R5T PLANK AT EACH 51 DE, W1 1 - 112" OF 1/411 I N51 DE F.O. P05T _ ! OUTSIDE E.O. 3 AFI LLET WELD @ 3" O/C TO WEB 7- 1 f 2" MIN. EMBED R�C'D --- INSIDE BEAM i�LANGE . ._ -BULLN05E EDGES OF STEM AND FLANGE QF BEAM (2) #4 AT TOP OF WALL � + AT TH 15 LAG F.O. CURB f CL BEAM A.C. PAVING AND BA5E BY 1/2"' LAG BOLT, EACH I MAX G" DIA CONDUIT PVC OTHERS AT APPROACH G1I END OF BRACE 11211 SLEEVE AT UTI LITI E5 A5 i I DECK PLANK5 -4x8 TOP RAIL (PTDF OR RWD) REQ'D (MIN 24" C /C) i --- 112" A3G 5TEEL END PLATE GXG P05T 5UPPORT 4X8 CONT. RAIL (PTDf OR RWD) #5' @ 12" OIC --- -� -— t- AT BEAM W1 1 - 112" OF 1/4" ►_ / ! i� EA. WAY I N STEM �`'`'',, •• 1 G II „ ' 3 r w AT 5 O O/C @ -"`^--'— ''.. a�' ga` sby�iW1`� 3Ss"#k �').z��„"tz�+.Y7 FILLET WELD @ 3 O/C ALLtMr� � T (PTDF OR RWD) 2X2 UP PICKETS G" O/C W/ ( I ) # ! O SCREW TO EACH b .... AROUND TO END OF BEAM ' I 1 4X8, MAXIMUM OPENING BETWEEN PICKET5 5UCH THAT I O1' I _ z �= z _.__ :. ___ _ W � ___ _ _ 2X 5TM PLATE I - 11211 __ w A 4" SPHERE CANNOT PA 55 THROUGH (TYP) OR REAM AI`�v BEAM EAS ., .. (2) #3 TI E5 AT TOP CSF ------� ._ i . ',,- _ �. .. ! AT RAIL -BCGO BA5E W1 4 1 Gd NAILS AND � _.______._ SEE D ETA I L B 2 I ALL VERT. BAR PAIRS "`�� I EQUAL !! ►' B3 GXG BRACE _ 1/4" DIA. X 4" LAG TO PLANK 2►, 1 " EA. PAST (ORIENT 5TRAP A5 5HOWN) _ 2 -- F.O. LEDGE 3' PROD. (PTDF OR RWD) -8X8 CURB CONT. (PTDF) 2) 2 X 12 CONT. PTF\DF OR RWD Eur NOTE: �� 11 I '-G" PLAN K5 W/ 2 ROW5 # 10- 14 GALV. CONE TO BE 25Q0 PSI _� O - � 112 GAP AT STEL TO - �"]� a ( SCREVtiS C� 1 � O/C STAGGERED REINF. STEEL TO BE GO K51 I ; y -#�% HOR. CONT'5 @ 1 211 O/C CONE STEMWALL I �;�� MIN f-- � � 1/2" LAG, 3O" COUNTERSUNK MIN. I/4" I ' __ --' i � __ ( I ) L550 O/C, W/ 4" (OPTIONAL FOR TIRE WEAR) i --- r r` I I -- ..-- _ _ _ -W 18 X 50 5TL BM EA. SIDE �101 EM3ED T`'P„� CONCKE.TE TO RECfVE ULL BEARINGI I 0#5 DOWELS 12” Q/C I : u (5O K5 } - @ FROM STEEL GIRDER5, PROVIDE i i i I 1 �► 2" CLR i 2'1 SMOOTH AND LEVEL TROWEL FIN15H I r ( 1 ) L550 II ! 6 LONG SECTION OF GALV. AT BEAM BEARING . - 4" EMBED AT _____ EA. 51DE I l i j II UNI-5TRUT AT BTM OF DECKING 3" CLR 6 i i s LAGS, (TYP) A5 RECU i RED FQR UTILITY LI NE5 #515 @ 1211 O/C -- _ _ , I � 1 - 112�� -� � (BY OTH ER5) W/ (2) 5D5 1/4 X VERT. FTG. DOWELS -------- _ -- _ cg,, ,- I 2- 1/2" 5CREW5, EACH 5ECTION FILTER IYABRIC AROUND #3 TIE5 @ 1 2'" O/C TYP. � � DECK PLANK5 (EXTEND AT -- ,,; (SEE CHART BELOW) I NOTE. COAT ALL EXP05FD STEEL W/ P05T LOCATION) 5E PLAN FREE DRAINING I1 ALL VERT. BAR PAIRS COKKO51 ON RF515TANT PAINT 2 " DIA. A A.B. 24" LONG 3 CLR � Po AGGREGATE W/ 4 DIA. ( ) 3/4 3G ( ) PERFORATED PIPE TO �� 1 3 CLR BEFORE FABRICATION Wf MIN 2 1 IF INTO FTG. GXG KICK P05T IN LINE W/ --�- rr ' '` I DAYLIGHT ! f E a ` , P05T5 TO BTM OF BEAM � W 18 X 50 .ATL BM PER DETAIL B4 (5O K51) SPACING PER CHART 2" CLR PIPE CONDUIT (BY OTHER5) --� PIPE DIA. T_5TRUT 5PACING #5'5 @ 12" O/C 12" DIA. 1211 O/C EA. WAY AT TOP ( 1 ) #5 AT HOOK--\ ( 1 ) #5 AT HOOK � 1 G" 81I DIA. 2O" O/C NOTE: ALL LAG BOLTS. 3/4 DIA W/ MIN 4 EMBED (O.K. TO AND BTM 3" CLR , ' 4" DIA. 32" O/C COUNTER5INK). ' 50IL ENGINEER TO VERIFY DEPTH BELOW a ( -1 2" AT HOOK SCOUR OF CREEK I BOTTOM FLANGE GUARDRAIL, CURE3 , AND DRIVE FLANK1 —Q1I 11-411 21-011 DRACE , CD ✓I—011 ___ 10 3- 1/2 1f O/C DETAI —3 0i co 11= 1-011 5CALE 1 1 , DETAILG STEM 511 511 D ET/-\I L E3— I 5CALE: 11 0-~O�t �---� - BEAM LEDGE ( 1 ) 3/4" DIA. M.B + '" -W 18 X 50 5TL BM (50 K5I) � Y 211 N 2" L3 X 3 X 1/4 X 3"tO N G DEAM E N D" AND ABUTMENT . ALNGLE @ 91 ) SIDE OF BRACE 'u" ETAILGXG BRACE , 2 SHAPI* END G. FOR FULL BRG 5CALEO11.E 1— 1i FIELD VERI1=1' OR DRILL (DO ._ ( 1 } 3/411 DIA. M.B NOT BURN) ALL HOLE5 @ g �, ANGLES . c r\ P "o" T AT " I RD E R N 10 N 1 E 'T >-, U�j G ry DETAI L E3-4 I , 5CALE: �{ul 1-011 t CD %r } , (f n S ' f LA TRACT 2445 A L T` PLANNED D OPMENT oj ENGINEER`5 NOTE: REVISIONS CITY OF ATASGADERO l THE PROP05FD BRIDGE WILL BE ° --- NO. BY DATE DE5CRIPTION CAPABLE Of 5UPPO NG 65, rf 000 LB. QRflFESS/ IMPOSED LOAD AT 5 ILES PER ti4�o�� EXP�r� HOUR fOR EMER ENC, FIRE VEHICLE5. . o ,q 9----3 0 t 15 D6 ,"7 - � ACCEPTED BY CITY ENGINEER: x, C�� BRIDGE DETAILS _ f'O CJ'I TCJ CREEK LANE EE o // / OE51GNED BY: DRAWN BY: x CHECKED BY: JOB NO: 5CALE: 5HEET: JOHN KUDLA, RCE #50652 t9A � .ICE ExP: 9/ 0/17 DATE: alb / DATE DT FW JK 03-27G A5 SHOWN 9,kf= 16 i APPLICANT'S RESPONSIBILITY 1. ALL TRENCHING EXCAVATION AND BACKFILL: � a------- C)�--�- A SEPARATE TRENCH IS REQUIRED FOR WA'F'ER AND SEWER LINES. w ` 2. ALL CONDUIT INSTALLATIONS (SIZE As SHOWN): z • " ' \ USE SCHEDULE DB--120 WHEN SAND BACKFILL Is USED.LOT I � ' •. "! ` USI; SCHEDULE So WHEN CONDUIT IS EXPOSED ABOVE FINAL GRADE. (RISERS) � u7 INSTALL. A 2500LB. TEST POLYESTER PULL TAPE (NEPTCO INC. CAT #WP2500P TAPE, C OR EQUIVALENT) PULL ROPE IS'NOT ACCEPTABLE. 3. ALL SUBSTRUCTURES AND TRANSFORMER PADS: f - N DE APPLICANT RESPONSIBLE FOR LOCATINGATRANSF'0 APPLICANT RESPONSIBLE FOR FINAL + OCRMER 'PADS TO MEET CLEARANCE CD DOORS WINDOWS AND PROPERTY LINES ETC REQUIREMENTS FROM BUILDINGS, •. � 200 AMS APPLICANT RESPONSIBLE FOR GROUND RODS IN SUBSTRUCTURES AND PADS. .. .. � I � .. , E/1 4. LOCATING EXISTING UNDERGROUND FACILITIES: +� ata — s ;� CALL USA FOR THEIR LOCATING SERVICE, 1--800-227-2600. v cn :� CD V) Cl - CALL CONTACT FG&E 46 HOURS PRIOR To TRENCH OPENING TO ARRANGE FOR INSPECTION: CALL. (505) 434.4416. � >"` 200 AMS -- ' 12' 0 SEE SHEET 6 FOR DETAIL OF APPROACH �. ��,� r -�"-' � D3 cps LO 6 �� . . LOT 3 00 AND SHEET 7 FOR VISIUAL C?�`" REPRESENTATION OF APPROACHLOTl c = aQ c Q CM U- LLJ C5 ICU CU C—I LLJ p to ` 200 AMS 200 AMS d'ROCK PREF BAC16IL RE=1 n ARIVE CQNWIT VIM NATIVE BACKF'A.t. 1,P y. -w ----- -w___ LESS Mur DLAK �,• ► ^- No SAND REWND IF SEED.64 CENWIT � � EW: � c ! °"`�- s Is use ;Q J 03 P PG&E PRIMARY C. 6 ® SONIC CABLE TV, ' 200 AMS S PGLE SECONDARY OR SERVICE G GAS LC) PACIFIC BELL, TELEPHONE 0 TIE TO EXISTING 1—Y CONDUIT "�' � � J TYPICAL JOINT TRENCH DETAIL IL— PUE IS NEEDED ! LLI LOT LEGEND ` '� INSTALL DESCRIPTION - " ' 0-3-03 1-3" Conduit by Developer JJ �� ,#2 Pedestal by Developer (Code 360007) EXISTING DESCRIP' 100 1ROc� �° ,,, ;� —..... ......— UG Prim 1 ph (1) (Exisfing) UG Sec 1 h ' - _ p (1) (Existing) "� UG Service SV (Existing) Conduit (Existing) pro- ® Box, 17 x 30 (ExiSting) Transformer, Padmount, w/o SW (Existing)_ . Q Q1 �® IRW 9 r P I 7 ' � r a �Q� s i • e r a � a t's L A e ./ M jai Ilk 4 f y + � r • .. y 10 AG��PT� lay Th'l; Gl T5� �titG�tti/�F,�Z Alk %J W 30' d , �J VIII T'A T 244 L.or PGA AIA/60 iP t� T G 0L 1. CK U-A Z g�VtMaO4 8 z 94 atop n4p ) Orr 61"1 D1a A I! 19680 CAW: 030- w I. , WMPO' 1709 ll rl Lo!lrY 1PL Al " � V t �C ��. `��,, , /. �,�'f�ylD�t!' ��.r�ROG ►�l�P✓��P.J1;u�5 �r,�R GC77" 4 -6RAP G07 ..P��' GRtI/71N GARl GV17/� r�/DUS a �i rJldRA M Lr eDk*tWUGTIoiu cv 5R14Av go 0 14 06G W SHAG , 8e 1A) 6FPeC7= 9�: SAGG 36 /.�mkwe5 L7�� lAdG�Uk'5 N 1'IM S pry G r �r��lA 7'51,7'51,Y „a�7 �'�.s� 7/g , GUi A �rtc'�W t��G�G� IRI POG' �G oPc t'k'o?'cGrlo�tr; I�' Ile M/10 �' �e �� pG A C� AT 7C6 �3P SL��'�'• A�'r6I� OrNE2 H �� UIG.T) C0�vZ4r�H�r Fictcl�lG �� ' �° R S GV Garr OAA) PZ-ROJO C-o �o6$6 P,a�/(e ' A69 , Iblo 66 221 .•°'- .” AOR 20°X go' ARCA � { f gCPAIR P A7,4)c.. G, D 0CX ZOP6 P90r = 14'40. 9' MAR 57tzF , go RM Q f �/rL.. , 5� �t r , ` DUST CONTROL NOTES � T •, ! o I. Reduce the amount of the disturbed area where possible. ,. 2. Use of water trucks or sprinkler systems in suff cient q uantxties to prevent airborne dust from leaving the site. Increased watering frequency would be required whenever wind &6-M6A17'PC9- Z76V I :r ,. speeds exceed 15 mph. Reclaimed anon-potables water should be used when possible. �� ,c S J5X/07 tAIC5 1.r0y�A 3.All dirt.stockpile areas should be used whenever possible. �'' �� r I Z. A � ��Mr�AG?��1 ' f�: g7/,00 ` 4.Permanent dust control measures identified in the approved ve project re-vegetation' and g - landscape lana should " Aq Y 0Gr4Ml467 IsA Amg: /"/ot_0flo�v �olvT�p� . pa P be implemented as soon as possible following completion of any 402 5Hgejr /J. rdwj 1-"90e6pc,96� O/V 9K15rrA16" soil disturbing activities. H6U`6 RA;-A 5. Exposed ground areas that are planned to be reworked at dates greater than one month after initial grading should be sown with a fast-germinating native grass seed and watered CZN LA IOA46-D. Gilt PG�;�jS P�tZ until vegetation is established. <, o K G A,I0ZAFC- PLAA) ;L /All y ,•»i �. X306. All distur` ed soil areas not subject to re-vegetation should be stabilized using approved C 07 , chemical soil binder, 'ute nettz , or other methods approved in ea)5^r o rl Y J � pp advance b the APCD. 1O1Z 1i?s� b : 7.All roadways, driveways, sidewalks, etc. to be paved should be complete as soon as yf r,I��{o..�+,.// - - •' " possible. In additiqu,building pads should be laid as soon as possible after grading unless ! L/t/i ` j�� ' k A . Def. d�, _ �/ C P. tu ! seedling or soil binders are,used. Vehicle speed for all construction vehicles shall not exceed 15 mph on any y unpaved 0 ' surface at the construction site. 9.All trucks hauling dirt, sand, soil, or other loose materials are to be covered or should s fx. 4 ,maintain at least two feet of freeboard(minimum vertical distance between top of load o ° and top of trailer) in accordance with CVC Section 23114. X 10e Install wheel washers where vehicles enter and exit unpaved roads onto streets,or wash off trucks and equipment leaving the site. "50 P 6 A 1.90`0 11. Sweep streets at the end of each day if visible soil material is carried onto adjacent paved roads. Water sweepers with reclaimed water should be used w ' pg6r,514D�r ga�� $13) / S x�� p here feasible. RGL ..--------- __�.--- �'�� 12. The contractor or builder shall designate a person or persons to monitor the dust � �g �-�. {814) �. �� -� control program and to order increased watering, as necessary,to prevent transport of dust bO s �� - -'\""�� off site. The name and telephone number of such persons shall be provided to the APCD t �40,P,! A1075: Ap C P447' Z:r prior to land use clearance for map recordation and land use clearance for finish gradin P01R;T.r)q6t APPS t,� 066) Cr_° R of any structure. g � � 01 tG , sh'6E7" I$ , OR 4AA1afCAPC IMM600 7'66Y wtrk� Pi AvTr P45re cmiaccAP6 LAM (SHef,7 i 44r101,(/ 5rRA K! R/AVOL E Ar OT ?05 w A ro - 10;r PLAAA190 /fop 3 is t'p�y Pi5l2 P6`�° l-f, !;110;--r 1q o --- r," a ogveLo P r�1 110 ,/ Ivo SEE SHEET 6 FOR DETAIL OF APPROACH-! t ,��1 �CG�P7�� !3v �'h'� �tr� �rtl�tn�s��R AND 51-1 7 FOR �/IS14JAl� ' �� 5_R04510A_1_.MA1r9_ 9L REPRESENTATION OF APPROACH ; �' � �� e146CK6D ,�nr aro. scAG sN��7' /X0000 _ _ 01401450145 © -M I„,10" II or 146 t ........... ................. ........ i s ,.... _ SEE SHEET 6 FOR DETAIL OF APPR A.CF DUST CONTROL NOTES AND SHEET 7 FOR VISI AL REPRESENTATION OF APPROACH 1. Reduce the amount of the disturbed area where possible. 2. Use of water trucks or sprinkler systems in sufficient quantities to prevent airborne,dust from leaving the site. Increased watering frequency would be required whenever wind speeds exceed 15 mph. Reclaimed(non-potable)water should be used whenever possible. 1 All dirt stock-pile areas should be used whenever possible. 4. Permanent dust control measures identified in the approved project re-vegetation and landscape plans should be implemented as soon as possible following completion of any soil disturbing activities, 5. Exposed ground areas that are planned to be reworked at dates greater than one month c,Ace after initial grading should be sown with a fast-germinating native grass seed and watered until vegetation is established. 6. All disturbed soil areas not subject to re-vegetation should be stabilized using approved V chernical soil binder,jute netting, or other methods approved in advance by the AFCD. lkl6 u, 5 t3 Caw a 7. All roadways, driveways, sidewalks, etc, to be paved should be complete as soon as C�'� 57"P2� 7°/ ' '` ''. f � N7,�4� ' possible, In addition., building pads should be laid as soon as possible after grading unless '�`' ro 4er of av c0.r' i /P� Ne seeding or soil binders are used. � � �' � �tn� \ R1P66 $.Vehicle speed for all construction vehicles shall not exceed 15 mph on any unpaved l IUB/ Q?'M .G`i �V IQI�G?'10A) �, surface at the construction site. 9. All trucks hauling dirt, sand,, soil, or other loose materials are to be covered or should maintain at least two feet of freeboard(minimum vertical distance between top of load and to of trailer in accordance with CVC Section.23114. � p � f 10. Install wheel washers where vehicles enter and exit unpaved roads onto streets,or p wash off trucks and equipment leaving the site. 11. Sweep streets at the end of each day if visible soil material is carried onto adjacent q �' G`K �`G ,. paved roads. water sweepers with reclai-ned water should be used where feasible. oj6IPvCL'� ' '�' ! 12.The contractor or builder shall designate a person or persons to monitor the dust g p t K� , ,, control program and to order increased watering, as necessary, to prevent transport of dust OX off site. The name and telephone number of such persons shall be provided to the AFCD /4i prior to land use clearance for map recordation and land use clearance for finish.grading of any structure. iF x 1 tq0 1 r 1 3 °S t ) t F W C t� 0 t s9 ;' - F z+ N ^� j r J t j♦{�_ °, )J( 1 ell ' * 0 !� ` `f Y I"Jf"� 1 I"'��,If V b✓ !V'e� "'.'t 11,410 077 3;4 M65 A10 r6 / ,Ute _ .� __ ._.._ _. - 6R 0`, Con 64 G7' �:, fGOPC-. ?rpt' 5 CO O�}MP A /}' l=t 6, P,r.y!7.g'l �s .+ -7 `` 1llt�'j Lfi if ta`t'✓/. J/GG' P' ir' f✓ 1/ lCil"4m✓ ai , dl ,�i.o !'7 e 574 4 06r,4/6 .r, 1 X667' i a/Z L A105C P 5wr f 4 oR G,�lt OZA P /MM9014 791,Y Y W17Y P°G• W-* � /5; ,, � � P�� P�1�'�"G•�� G�� o PPI'� STR,�GtJ GJA�P�I�L� A7' rO3 P°6P� 067= H., WAr 16) . plc.Y 5°�' � ° 147-ro peg �H6 to V 4� f ° s r, l L .- �1� ,�G 4 q� Z767' g ,� , , �C 'Cog 6u IrrR LOOM � 1 X 6A6614 &A A)l • , , • rry aim r` ""' it 17 OF 0 70 o0o 5.0 10010, ilk X f _ 4 f7 145 sit G 06 54 orc FR PAM r 1�� 4� �°L r P'LAAIN :P ` rlA199.� L_or = ROC9 //� w( /ppb /t pg+� ��!e ,/lq �'.'...`1 «`*.r ",,,,o i �✓`"'"" � 6/ ..+ ��+V 1° P/ Gr� !1 l'�s ! {..+� V V � 4 �«ir0 �i�.P ��Vr 'M� CP L!516-r r2i5AIC& P69 XT. 6131 _46' 11 10AJ COI°7 L PL A&/ �- L r4 4) 5 6 DRAW (21 15 03.27& 1�' 10 , 12 Or /6 11111 wall., WINA (a Fin Illass I'm WON 111 STOCKPILED MATER o CONCRETE » WASHOUT AREA- ABSORBENT �` a - A ° SPILLWAY° CLEANUP q{'P tom. _ `� .+..r».-rr�•ro - W Lisa 4NOd Y H_ "' ^ • r MATERIAL .............. .....''`'' • ". \ BERMED :::. "..` ' .'... :y:.: P V� .....,. ~• CONTAINMET ••° _ - " ., 7cto 0 1 ARiww►"i ...•.,...'e w.".`...... .'.•.'...°...•° '. °.w•...a ems.•.•..•...... a..:e...w`,e`•• .. 3/4" a... 2 1/2" ......w.•...w.. `.r.•4.°.'.•.'.'.'::•a:,.`•`•.'.°:::.M:w.:.'•w.:'.°..:°•.:..':. .`.•.',•:w. • � ® . - s » i • tlo ( LEACH ROCK ` - .. ...,. •.. ..-.•.a°•,wtlr,_•.•..-:::.•. ....... \\� "",,.�....a ---..».-.�....,......r ............... CONTAINMENT AREA .. t II N% NOTES: `• o T SANDBAGS/GRAVEL BAGS t �\ 11 . LEAKING VEHICLES D EQUIPME SHALL NOT BE ALLOWED ON-W-SITE. � - '`°`�`'` PLACE® TIGHTLY TOGETHER U� 0 U NOTES; EQUIPMENT AND VEHICLES SHALL BE INSPECTED FREQUENTLY FOR LEAKS .,. ALL AROUND MATERIAL. VIEW LOOKING PTR1. EXCESS AND WASTE CONCRETE SHALL NOT BE WASHED INTO THE STREET AND SHALL BE REPAIRED IMMEDIATELY. CL UP SPILLS AND LEAKS C OR INTO A DRAINAGE SYSTEM. PROMPTLY WITH ABSORBENT MATERIALS® DO NOT FLUSH WITH MATER, 1 2. VEHICLES AND EQUIPMENT SHALL BE MAINTAINED, AND REPAIRED ON—SITE 2. FOR WASHOUT OF CONCRETE AND MORTAR PRODUCTS, A DESIGNATED ONLY IN DESIGNATED AREAS. PREVENT RUN-°®N AND RUN—OFF FRO NOTES` NOTES: CONTAINMENT FACILITY OF SUFFICIENT CAPACITY TO RETAIN LIQUID AND DESIGNATED AREAS. CONTAINMENT' DEVICES SHALL BE PROVIDED D AREAS 1. DIRT AND OTHER CONSTRUCTION REI ATED MATERIALS PRICED IN THE ►a � SOLID WASTE SHALL BE PROVIDED ON SITE* � SHALL BE COVERED IF NECESSARY. STREET OR ON OTHER IMPERVIOUS�SURFACES MUST BE RTONTAINED TO THE W� 1, EMBED BALES 4 INTO THE SOIL AND KEY BALES INTO THE CHANNEL BANKS. 3. DESIGNATE ON—SITE VEHICLE AND EQUIPMENT MAINTENANCE , AWAY SANDBAGS OR OTHER MEASURES T�'PREVENTSPO 2. PLACE BALES PERPENDICULAR TO THE FLOW WITH ENDS TIGHTLY ABUTTING. 3. SLURRY FROM CONCRETE AND ASPHALT SAW CUTTING SHALL BE FROM STORM DRAIN INLETS AND WATERCOURSES. STORM WATER SYSTEM. F AN APS AND TAMP BACKFILL VACUUMED OR CONTAINED, DRIED, PICKED UP D DISPOSED OF PROPERLY. ALWAYS USE SECOND Y CONTAINMENT SUCH AS A DRAIN P OR'DROP Y USE STRAW, ROCKS OR FILTER FABRIC TO ILL Y G CLOTHS TO CATCH SPILLS AND LEAKS VVHECV REMOVING OR G GING 2. CONSTRUCTION MATERIAL STORED OR STOCKPILED ON SHALL BE MATERIAL TO PREVENT EROSION OR FLOW AROUND THE BALES. PROTECTED FROM BEING SROR mD BY THE FORCE OF WIND OR WATER. FLUIDS. LEGALLY DISPOSE OF USED OILS, FLUIDS, LUBRI S, D CHEMICAL "IN 3. SPILLWAY HEIGHT SHALL NOT EXCEED 24". --------------------- gg -lm 5. DRUMS. 6» MAINTAIN AN ADEQUATE SUPPLY OF ABSORBENT SPILL CLEANUP MATERIALS 4, INSPECT AFTER EACH SIGNIFICANT STORM, MAINTAIN AND REPAIR PROMPTLY, SCALE: NONE �"' MEN IN DESIGNATED AREA. T IL !!! }A '""OPMENLIMPAIR LAAl SCAM. NON STRAW ALS i SCALE: NONE SCALE: NONE EROSION CONTROL NOTES 1. BEST MANAGEMENT PRACTICES (BMP#S) CONTAINED HEREIN REFLECT MINIMUM REQUIREMENTS. FOR ADDITIONAL BMP'S REFER TO CALIFORNIA STORMWATER BMP HANDBOOKS. 2. ALL CONSTRUCTION ACTIVITY SHALL BE PERFORMED IN ACCORDANCE WITH A STORMWATER POLLUTION PREVENTION PLAN (SWPPP). 3. THE SWPPP SHALL: ' A, IDENTIFY POTENTIAL POLLUTANT SOURCES AND INCLUDE THE DESIGN AND PLACEMENT OF BMP'S TO EFFECTIVELY PROHIBIT THE ENTRY OF POLLUTANTS FROM THE CONSTRUCTION SITE INTO AND ONTO THE STREET AND STORM WAFER SYSTEM DURING CONSTRUCTION. B. BE KEPT ON SITE AND AMENDED TO REFLECT CHANGING CONDITIONS THROUGHOUT THE COARSE OF CONSTRUCTION. C, BE KEPT UP TO DATE. ANY ADDITIONAL UPDATES REQUESTED BY AGENCY REPRESENTATIVE ARE TO BE MADE IMMEDIATELY. EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT '•` 4. NON—STORMWATER DISCHARGES ARE PROHIBITED FROM ENTERING ANY WIRE MESH SUPPORT STORM DRAIN SYSTEM AND/OR STREET. lr,�„,`;:.... I�;�.�•�'.% ' EMBED STRAW BALE OR 5. DISCHARGES OF PUMPED GROUND WATER REQUIRE A DISCHARGE PERMIT °"��W00D POST � 4" MIN. INTO SOIL FROM THE STATE OF CALIFORNIA REGIONAL WATER QUALITY CONTROL � ,_..--- BOARD (RWQCB)• TION A -- A � f. POLLUTANTS SHALL BE REMOVED FROM STORMWATER DISCHARGES TO THE °'_...--�-�- WOODEN STAKE ANGLE ST E TOWARD OF REBAR DRIVEN PREVIOUS BALE TO MAXIMUM EXTENT PRACTICABLE (MEP) THROUGH DESIGN IMPLEMENTATION y THROUGH BALE PROVIDE TIGHT FIT OF THE SWPpP, �7. A STANDBY GREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL '� 1 t} FT MAX SPACING WIRE ;f�� .• .�'�c,•`��.�' SUPPORT FENCE FT' t TIME DURING THE RAINY SEASON (OCT. 15 TO APR 15) NECESSARY � f � 4,� ....... ��,=,�rr.�f. .�. MAX SPACING WITHOUT ;, ° .-,�.• ..a. A�, MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT WIRE SUPORT FENCE tirff, 'f'�'�`�f , f��'°�l` fr'' .'a`�' 'y,,;•% �'' ''' '''•`�`` - _ ...... I I II I I ABSORBENT LOCATIONS TO ENSURE THE RAPID CONSTRUCTION OF EMERGENCY DEVICES . w . . � g � CLEANUP _- .`.. WHEN RAIN IS IMMINENT. AS THE CONTACT IN CASE OF EMERGENCY, U U u U - THE CONTRACTOR WILL. BE DESIGNATED, $��A ("nom w .w .` •r - »-r- S �I O P'f 4r/ «r w ` •. e.o a. .ewn. a- ♦e e r w ers.• .,...�•r..° .::,,....w.•. w'`.a.o-.'.'✓r•e`.,...w•,..i.°• fas»•..e w .....r. r w .. . LOCATED ON RELATIVELY LEVEL -:.� "•.� •. --+ .. 8, PORTABLE SANITARY FACILITIES SHALL BE ..... teVG . _ . .ro BERME/ROUND AWAY FROM TRAFFIC AREASDRAINAGE COURSES, AND STORM DRAIN FILTER FABRIC ATTACH .... .................... CONTAIN MET AREA. STEEL {+�( �{ q(/�j SECURELY TO UPSTREAM - � ♦ STEEL OR 8 .i V'OD ..e a 9. EMPLOYEES, SUBCONTRACTORS AND SUPPLIERS SHALL BE EDUCATED ON ALL SIDE OF POST ... .. "••'r. ... r. IMPERVIOUS BMP'S INCLUDING CONCRETE WASTE STORAGE AND DISPOSAL PROCEDURES. POST 3 HIGH MAX RUNOFF '" 1 RUNOFF `� SURFACE/LINING RECOMMENDEC)! " 10. SEDIMENT CONTROL PRACTICES SHALL EFFECTIVELY PREVENT A NET INCREASE - TO GE HT. Yews /+ �� <• � � . OF SEDIMENT LOAD IN STORMWATER DISCHARGE. �vl•, � �;`;� �' ��",;r'�` ��'�'• ' '� ,, �g NOTES: s® •;�.: .��;�� ,. ,. .� � �;•,. �*- , �� - � _ FUELING SHALL BE PERFORMED IN A DESIGNATED AREA, AWAY FROM 11, EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED OR �� ;� ;. !�' r'�l�f. �•- •P � . DRAINAGE COURSES. MODIFIED .AS APPROVED BY THE INSPECTOR IF THEY INTERFERE WITH 12 MIN• �?� �.;� �`��i�.>�f�� { 12 M14:� GRADING OPERATIONS, OR IF THE GRADING OPERATION HAS PROGRESSED TO ;� ``` �;` :` `' � P VIE: - •`�`< " �` � : VEL 2. ABSORBENT C UP MATERIAL SHALL BE ON SITE AND USED THE POINT WHERE THEY ARE NO LONGER REQUIRED. ,I 4 x TRENCH .. r:. G IMMEDIATELY IN THE OF A SPILL f .�,f �. WITH COMPACTED ' EXCEPT AS OTHERWISE APPROVED BY THE INSPECTOR, ALL DEVICES SHOWN '` BACKFILL ' `.�� NOTI=.as 12, 1. �, ROW OF STRAW BALES SHALL BE PLACED ON A SLGE CONTOUR. el ,,ux ON THE PLAN SHALL BE IN PLACE AT THE END OF EACH DORKING DAY OR ;t 2. BALES TO BE PLACED IN A ROW��t'H` THE ENDS TIGHTLY ABUTTING. USE Qlp EE EUELNQ U ON WEEKENDS WHEN THE 5 DAY RAIN PROBABILITY FORECAST EXCEEDS 40%. A AI' TRA AI STRAW, ROCKS, OR FILTER FABRIC TO FILL GAPS BETW--EN THE BALES AND TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL TAMP THE BACKFILL MATERIAL TO PREVENT EROSION Oen FLOW AROUND � . � ""� 11 AA"ft'0HjAjUbdENjE 13. GRADED AREAS ADJACENT TO FILL SLOPES LOCATED AT THE SITE PERIMETER BALES. $ NOME h� p x SCALE. MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE CONCLUSION OF EACH 3. INSPECT AFTER EACH SIGNIFICANT STORM, MAINTAIN AND REPAIR PROMPTLY. WORKING DAY, NOTES: 14, ALL. LOOSE SOIL AND DEBRIS, WHICH MAY CREATE A POTENTIAL HAZARD TO 1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE TAL A , OFFSITE PROPERTY, SHALL BE REMOVED FROM THE SITE AS DIRECTED BY PONDING- EFFICIENCY. A �� THE INSPECTOR, SCAL-., NONE 17r*I?A C T 2 4 46� A 6 L 07 FL A""6 0 2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND 15. ALL SILT AND DEBRIS SHALL. BE REMOVED FROM ALL DEVICES WITHIN 24 REMOVE SEDIMENT WHEN NECESSARY. HOURS AFTER EACH RAINSTORM OR WHENEVER DIRECTED BY THE INSPECTOR. :; . REMOVED SEDIMENT SHALL. BE DEPOSITED TO AN AREA THAT WILL 16, A GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER NOT CONTRIBUTE SEDIMENT OFFSITE AND CAN BE PERMANENTLY Cl rll A?rA5;CA t26R to IN ANY DEVICE EXCEEDS TWO FEET, THE DEVICE SHALL BE DRAINED OR STABILIZED. x a "o oy P 9lpr7 PUMPED DRY WITHIN 24 HOURS AFTER EACH RAINSTORM. » 17, THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE E N G""A I N El -lb" IN 'iI A_ I`I»E IS LaEF7 T THF. DISCRETION OF THE FIELD ENGINEER. WITHIN THE S • . Kudfa ACCA01W OY THO ClrY 9AI&IA16eA 18. DESILTING BASINS MAY NOT BE REMOVED OR MADE INOPERABLE BETWEEN ► .+ •. OCTOBER 15 AND APRIL 15 WITHOUT PRIOR APPROVAL. OF THE INSPECTOR. A 9jq0510Al COAlrgOi� Pl.A" LT . 9 SCALE: NONE � 6/0 loo ! !l"Ir A pit 5ro A 06G95, CAI, 931 6 t '�" � "�1+� c�� - . SCA1,e : /-/r � SCALE: NONE (�a } � -- 1 � I or 16 4 .g * � I � I , ' i•• Alts Qa " ` ° b I �� I I � -11,16-1111 AZ I i 4 lob as 0A IAC, I ; 7 I ooA� "OUI Ole of 4 <�� 'c�9 .}j^ � � � I f h e` h I I i lip .a Y > s � ''L � ,tPl l'/ct01' I i 2``OAK v SEE SHEET 6 FOR DETAIL OF ► � APPROACH l-\14VSHEETlJ[l I My < > c' 7 v , ^ VISIUAL REPRESENTATION OF ' ► _ �� r 7 T, -7 -400 APPROACH V"> r -t .,°' I °a 04 i V I •g r h e /�"�w {�r�}f �} 00, O°O r 2 e a OA("� 7 C�„ oa ao L I I !} p O aOOr I ih V 0 a0 n 000a 00 00 r I If {( Y• I /� o°n° I 1 � a p b r n b 0 O I I I a ono o itOAK a 00 ; ° 0 °° 660-\9 p a oo A `/,4PIA " ._.� k/1 I / te�o ,1 [ + f to v fi�g/r�p 144, AOR °°° o «° p,° Flr�� n 0° a° 0 I o p ao° 00 00, �• I 00 ° S E SHEET 7 FOR ' I ® ( aa00° ° ° as I 1 �� eA� �I � ao °oa oan�®P I l"l �L'JJ.�V , I , T AI VN G VY DETAILS � e W� C7 Q� o o°°O 0 0 0°a°®o �`� I �� ( j P. a �,�-.� I p Q p i p LA 4 ;1,01 , t .J q v � J E SCmr-UULE 1 ' s v , 0 4® ' Ic > %/t-rt-,60 c 4. '- ✓` °o n 0° 0 :, 1 -a L v � C� � Q °° LANDSCAPE NOTES: .1 va 1+ 00 I ° no o' /, P > c h ~v`' > - °opa EXISbNG CREEK(WITHIN 100 YEA FLOOD LINE)&LOT 3 TO BEL FT IN NATURAL OR EXISTING TATE. „ o a ° r 1✓ ,1 d 00 ° Oa < o0°1 Qp A ° ' °h °fl e°tl a .. p�✓pt I Ii BOTANICAL NAME COMMON NAME SIZE o r oa o ry 19 r a a a a a I ACC NT TREES: DRIP IRRIGATION di oo a 4V +� 1 'a i /L�je♦ r � Oc0otl q � I Hete metes Arbutifolia Ty on 24n BOX 0AV- pa0°° at �`; o 6o o 0 ° oil o oa° M - ° °a Plant nus Racemosa Nutt California Sycamore 15 GAL o a° o° ° ° o ° oa ° O° aa I �e(! ro°°a° 000°a o aao °oao s °oa°a 0 �w� yyyy . e6 +�'°' ° as o° ° o°oo° O° -. ( .._ ° ® ap a a o no ba tl o a 8! GROUND COVER TEMPORARY DRIP IRRIGA ON p p a a tl b a NATIVE SHRUB AND GROUNDCOVERS TOB PLANTED 8'-10'O.C.AMONGS NATIVE a « o ° no anc pa,°° o "a TREES:.THESE PLANTINGS SHALL ENCROAC ONLY MINIMALLY INTO EXISTING TREE DRIPLINES. THEY SHALL BE IRRIGATED MINIh ALLY WITH A TEMPORARY DRIP IRRIGATION SYSTEM AND IS O BARK MULCH SHALL BE USED IN THESE AREAS. < �+ lot 5,{�i °�1<'�'1 4 >t.�c} C v n<,7 <<g ry '3►°,+.. m� ae �i` ' °o o°aa° oo / /`d `0'° I • °�poogao;« °°° °p°og°°°° °°a4 ° o°oo° 2:1 BANKS ANKS-PLACE BLANKET PER EROSION C NTROL PLAN&HYDROSEED RIJOR' 1TO °a v ' 4c 010qo55°oFALLRAINS. (P NT LATER WITH NATIVE SH UBS&GROUNDCOVERS PER, ELOW A ( A > 0 a a V o® 6 g f v v< n°po n«Oa 0a r a.v I A °°«aao a a00, =a ., r Mahonia Repenj CreepingMahonia 1 L Po , L, 7 `' < ®p o°° °° °a o a ° �,D` a+ Arctotaphylos' ¢Herald Carpet' Manzani a 1 L < ! 0 0 0o n on . „ 2�` ��" °a oatl a ( 14�, o a c �' �, '',�, -Ribes Specoslu Fuschia Flowering Gooseberry 1 L 00 iJ 1 Ceanothus Cen nnial Wild Linc 1 L I i a � 0°n a > 0 ° o I 071-10 � Cistus Ladinifer Crimson Spot Rockrose 1 L 40 Rhamnus Califonnica Coffeeb rry 1 GAL ry o e' °° ° ®p; a a t om, ✓ ' , WATER CONSgRVING GROUND COVER DRIP IRRIGATION ° d ° ° ((jj,, r, LOW SPREADING GROUNDCOVERS PLANTED 6 TO 8 O.C. FROM 1 GAL CONTAINERS 0° n oo aao O° °o a a a 0 ° o t TJ {"'.:. "' ;" a NEAR RESIDENCES. THESE PLANTING AREA TO BE COVERED IN BARK MULCH AND DRIP aRA ° t a °n « a0° ° °r I ,� 8,� a,��,� a° a a a a j' IRRIGATED o r`""e1"'"w"+�.,.. 'ow• Mahonia Re p en Cree in Mahonia 1 L 3 I a °o °e° f B a I I j Arctotaphylos Ee tneraid Carpet Manzani 1 L . ( •O �dP O O ° O q O °4 O � ° a °° O n "�t..d.,., - as 0° 0 a 00 a O Cean1othus Centlenniala Wild Lilac 1 L Q0O S ° ;r.', / _ I I a O a uk e0 4 n p o p O o a O O �L, «« o«m I a o o Q o � ACCENT COL )k PERRENIALS I�IICROSPRAY IRRIGATION)t � a a aao I o° aa oa a I ACCENT COLO PLANTED 12sTO 24Q O.C. FROM 1 GAL CONTAINERS NEAR ENTRIES, a° a na o as °Q a THESE AREAS�O BE COVERED IN BARK MULCH AND DRIP IRRIGATED. oaoa cPoo a0° Oa ba °a I 7 < IIp _4`(Q►,r/" ` t�r" 7 C/$r°`� I t °oo aa o o vano o n I ' a° a a A ° °0 ° ` e �;. I Lobuiaria yssurn 1 L 0 0o 14) ao l� P Gazania SPP Gazanla L ? ' ' sn oao o a° II r °• � ^ � a° ° Huechera' ary Coral Belle 1 La °a o C �n Belle' 4 Berberis Thunbe�gii4Crimson Pygmy' Japanese Barberry' '> 1 L dv O o o n o oIV I I it 1r 3 �- a « a a ap °pa �� ° { .A a ° a .qft /� �//�• N00 00 ° I I l�t/$! 17��lY'•'e/ O n O O Id$ YEa o a aPa p p �° °OqO p i •, �V• P � P6,1$ R 1{TNI04 1 OaOa I � I ' \ ' 0 s °o Oaas s 00 0 v a ° a afl oo , 00 000 . n n a i I a 1010 dew I °p no c o f j ♦ �v o° o o a �, apQoa I i e, °® an 01 f 8fWJ0 I �.+Gr !' �� i ( /V tY;i L^► `Lr i+✓ .�o .�,/ ,.+ �; I a n a 0 r o° a o e 0 • y I 6 j�9J. -asp O O O p i `�` • ��, ,r. �� I °na na 00000 A O a° a a O O° ° At �j ! }� /"� tp� $ ° an It I 0 O a t e -� ,""' I i ° Q ° I. r ��e® �� 00 O Q a s k ', 4 r 1, r U�; �$ L A O O O {) Q < s4r+.yr �p►r'��y `rear � � «° O O a ° A Iw/ -f . < J < I NO • : 000n a ooco I 1 h � ^3 I i� 1 a a o° I 'J o 0 0 o a Q ° I 1 n0 00 0 ACr 4-5P A `* I Or AIVE 0 I � fl o as c �� ! < •t p°n o° 00 a a°0 OqN Opo o , t. .? `1 a a o ® o o �` x 0 96 VeL v ` ✓ / oao a ®°m° ao . CIN I j /I"! A 9 9 9 0 G� < r 31L'G� 00 S C v , 0 o a c a +� r an On O O n I a a as CO 0an`6! d, h >. V J 1 'y 17 v L. V V °O0 oa Hoa a °a I i o o aV ', I "9 L' h ------�. o 0 7 '. > o n o a I j a r 09 < v < n 0 0« o°aa oaa baa ° �r o V�0 00 °,, i I d %J t. L > A a v h /� 'r C' v J /', / a ao°°a oo a n oa° ®oo !. .i -' y C 1. .. .a wp-.- .—... r~ o o po 00 o a°a « on °00 oavg« i/� A !. a y C° v C L. /� C r o a a 0 A «✓iwr� Ipe oa oo aq ao 0 oa ao 00 o o n I.- n o 0 0 tl°a ° 00 ° ° 00 ° O ° O ° 00 aq ° O, r 00 AJO. "s ;IC446-0 70,molu". _4H9 t? OCA 1.6 1 124 51 ofr� *1 I i it i I j I I I i I w Pg. 4[Brazeal's Tree Consulting 122101.107 D. SholderslTree Protect. Rpt. ;R TREE INVENTORY I. 81 1 , 6" diameter double trunk valley oak tree. Good condition. To be saved. � ~ TAIAPPROACH 2. 10", 18"" diameter double trunk valley oak tree. Good condition. To be saved. ANIS SHEET 7 FOR VISIUAL ' REPRESENTATION OF APPROACH3. 7" diameter valley oak tree. Good condition. To be saved. 4. 42" diameter valley oak tree. Good condition. To be saved. 5. 30" diameter sycamore tree. Good condition. To be saved. °`�`l� •"~` `°o 1� 6. 6" diameter valley oak tree. Good condition. To be saved. 7. 32" diameter sycamore tree. Good condition. To be saved. ' d1 "P! 3re�R 9 . -� `;v�� °��, 8. 8" diameter valley oak tree. Good condition. To be saved, 7a �" Q r' ,�J r �, j-� oA . >--oK� 9. 8 diameter alley oak tree. Good condition. To be saved. J. i .10. 9 diameter valley oak.tree. Good condition. To be saved. Ito�y =t yyfi ( e e K m J• y IL 20" diameter valley oak tree. Good condition. To be saved. 14�A * Ia 12. 6" diameter valley oak tree. Good condition. To be saved. its" .,., } ' ' 13. 50" diameter valley oak tree. Good condition. To be saved. (Lot#2) 6041 ` 14. 6" diameter diameter valley oak tree. Good condition. To be saved, 4f 13 p-Z + Q 15. 8 diameter valley oak tree. Good condition. To be saved. 00 Aft 16. 5" diameter valley oak tree. Good condition. To be saved. 1 Js Alto A` sfoAKI , 12.R b z� o 17. 8", 7", 6"", 5"' diameter, multi-t7cunk valley oak tree. Good condition. oA To be saved. 9 e, OR OAX `. 18. 36" diameter valley oak tree. Good condition. To be saved. �,, a•, .f "` ` 0'°0 19. 9"' diameter valla oak tree. good condition. To be saved. A 6 J 0 /� Y �b U40' 20. ,33" diameter valley oak tree. Goad condition. To be saved. 21. 24" diameter valley oak tree. Good condition. To be saved. - �° 04�g}� l,sg 1�► .! r of f,w, �! $uv� ^.-.."""'.• a +0A 22. 38"', 20" diameter, double trunk valley oak tree. Good condition. To be saved. 23: 12" diameter valley oak tree. Good condition. To be saved. T as I 24. 4" diameter valley oak tree. Good condition. To be saved. , et ofloi- 25. 30" diameter valla y oak tree. Good condition. To be saved. ��Po26. 8"" diameter valley oak tree � X . Good condition. To be saved. ® " 6 27. 4" diameter valley oak tree. Good condition. To be saved. /� 3 . -•o,,.� �y°`fit��' /� 28 3" diameter valla oak tree. Good condition. To be v 0 a Y saved. 29 18" diameter valley oak tree. Good condition. To be saved. TREE PRO TEC TION 30. 14" diameter valley oak tree. Good condition,.To be saved. ;§ °�--�`---•-°` 1. No native trees are to be removed during this project, uh le% a rrovec( b4 Ci+4 31. 8"" diameter valley oak tree. Good condition. To be saved. z Construction/ Applicant � �. $ A.pp D nt n�r.rSt provide WI"��.��n verification to the City that protectkon is in place prior to the start of any earthwork. All City required tree protection NOTE: The.31 trees to be saved are to be protected and preserved by the conditions Shall be implemented before construction activities begin., followincr tree protection. and tree preservation measures listed in this 3. Trees within 20 feet of grading car trenching shall be Orotected by placement of report. protective fencing as indicated. (.&-A This fencing must be placed at - `�'�� ,` ° �' car beyond the tree dripline wherever` possible. -�- A�fe 4. Protective fencing shall be four-foot lli ria chain link or safety fence. The fence shall Y be placed at the drip line, unless otherwise indicated, { 14 5. Trenching and excavation within tree driplines shall be done carefully to minimize • ° �� j, root disturbance. During septic system, foundation or retaining wall construction an s. a Y trenching within the root zone of a native tree shall be hand dug, augured or bored. .. . All major roots shall be avoided whenever possible and if not, all roots larger than r one-inch diameter- shall be "cert dean" (not ragged), then. capped. Once trenching has exceeded the root zone, conventional equipment may be used. ' ° $ _ 6. Pruning lower limbs in the construction area slia,ll occur prior to construction 's 4 activities-to minimize damage. l , r 944✓ ^-1 6 ~ Loi' FL A AJAI 0 C!TY Of' A7"ASCAai5R0 NNW E"INGINEERING 3 � 1 �° r Q A. Kudla ,- � 4044pre4q &y 7"H6 CITY 6:1VtaIN6:6F9 - ! PROrECrIOAJ & AJ ; . �/U /R DH S�CAG., r93�4� f - U PA90 6L , 1 is �IGRf t� tRAW V Cl�6M517 Job N . 54041r" 5HGer 0�? all�j. G��°� tJ � �'(a l"r ZC)' 11 1 Jim 'III' I a l e