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HomeMy WebLinkAbout2001 - Tract 2271 . SHEET INDEX 1 TITLE SHEET RARING PLAN PASEO DEL L AGS 3. GRADING PLAN LOT '70 --- LAKES 4 GRADING PLAN LOTS 71 -8590-96 5. GRADING PLAN LOTS 86-89,98-111121123--1126 R A D I N G PLAN LOTS 112-125- 7. .- ' 2 8. PASEO DEL LAGO SURFACE 9, PASEO DEL LAGO SURFACE 110. VIA DEL SUENO SURFACE ''IA DEL SUENO SURFACE 12, VIA ANZUELO SURFACE 13. RANCHO VIEJO SURFACE 4- CALLE SERENO & RIO LADO SURFACE LEGENQ� VIA DEL SUENO UNDERGROUND TRACI' BOUNDARY r. i. VIA DEL SUENO UNDERGROUND PROPERTY LINE17VIA ANZUELO UNDERGROUND CURB 18 t ' __ _ _ ..__.,-- BACK 3F CURS . RANCHO GUTTER 9. RE RIO .... D ERGR U D ` , } ; , : f �.�.,�._.- , �. � 7? 1 SIDEWALK _ t 76 r cCT ADE . r R CONNE .4 EXISTING � � I w_. ro_ w. �� �. � � t ; , �..._ -� � � A . }^g t1 ✓ 1 I LI� 22. COMPOSITE Ul"ILITY PLAN 72 1 SLOPE ., 73 CONSTRUCTION DETAILS94 EXISTING m , 96 ` ' , ! ' FINISHED GRADE ACE CONTOURS *>C-1,24. ONS RUCTION ILS vNORTH LAKE SO U TI--i 9LAKE , 00Qp5. d'ry�°. N TqC I ; DETAILS WATER MAIN � 07 'SANITARY SEWEDT' 'I A DETAILS ,NSECTIONS 126 70 26 STORM _. DRAIN 03 ( PROTECTION £ 4 4 122" g12 5 EXIST. WATER LINE w � l..J" — , EXI ST. SAN., SEWER 704 S E %3 STANDARD NOT P-7—'S ...,_.. t� EXIST, STORM DRAIN SOL GAS_ - 1 RIO LAD ow 109a..wpyg� w*�} .uwi.m EXIST. wn....suu.rv....,«e. yf ! 5\} I fff 11 � � 112 1 � GASMAIN ....��. .rr.r.�.,..�.,_..�.�. ., ` �i �� �� __. ! { �_. 1 11 � 1 _ EX. S.S. MANHOLE 108 106 1, T 9 ��,..—. � +��� � ,.„,..,,_.-.,'¢� .�-• ....., ;""� It ;� � � S.S. MANHOLE ......,.�.. ,..�.».� .. ...,;...M.�,w.,._m., y ` _ 107 S.Via. LATERAL PASE0 CES,. LA OWATER SERVICE BENCH MARK INFORMATION _ 4WATER VALVE t w . ..._. . RE YIRAN _, �.. . � IL-OCAL PROJECT BENCHMARK- EX. FIRE HYDRANT . . A IIT � 1ENT � � TIE INTERSECTION R , ARRIPHASE 3STREET LIGHT ROAD & CHI 1 ROAD, ELEVATION �� 821,74' NGVD 29 IRA RME GAS LATERALG UTILITY TRENCH PPh,CP/ ,­ MARK- _,_.. 'THEELEVATION 1 E.HEREON WE ES 9 ISHE FROM F.E.M.A. BENCHMARK E.10 � v ry � UTILITY ISv _..__. . i-AlAVING AN NGVD 29 ELEVATION OF 835-116. THE ELEVATIONS SI—IOWN ON THIS PLAN ARE PG&E BOX .40 SER THAN N I IA1E FFA . EEAre13S ON THIS PLAN 10 NC29, . ' ` EXISTING RE BOX ADD 1.40" T A ._ _ ELEVATIONS.N` , `�,..� PG&E ELECTROLIER 0a ,� RAC ELL. PEDESTAL W A FLOOD _LE``� I O 8 F.E,I° ,A. CAT M 1 YR. FI� C ELEVATION 7. 0 FEET. �F' I H 00 MH 00 N � TRANSFORMED YR. FLOOD ELEVATION 796.1 FEET. CLEANOUT�'� C BASIS OF BEARINGS BASIS OF BEARINGS FOR THIS PLAN IS N 56`09'57" W BEING THE TOP OF WALL . NORTHEAST LINE OF THE REMAINDER FARDEL F TRACT 2271 PHASE TOP F GRATE TG. 1 PER 19 MB 2& TOP FOOTING GRACE BREAD G.B. R TI ,UTILITY EASEMENT P.0�E. FLOW LINE Fp L INVERT I Ia�1 °. 101i ---SI=CI I�I I�I E C� �R A I :. I� CENTERLINEpl a TOP OF DIE TD HIGH POINT H . 1 RIS RATE/DIRECTION 1^IS�I � LRE '' '`� CUL--DE--SAC CDS41r A*tl PROI.EC MA SCALE, V I S 1 0 N S TRACT 2271 THE LAKES (PH 3--4) "" 46 • ax, ., N . BY GATE DESCRIPTION µ r TITLE SHEET on A S S 0 C TA '^„_.,.,. ! ..., ,,,. ..,✓ di 4F E ,' .;'{ a .b .% ,.. ....,. ...,..w. .�.........,..«...,,,.,,,. _ _ l 1 N ,.. ..: —ww•»s:w°°' M �+p i. r',d�`'.,�j.J3r.'VdQ fr 'f �� ".. ',,..^,.^.!.^.P'..o ...,wr'++..w_.+w.,!.,�.,.n«..w+.,. ✓d �k ,�f.. d �. '"A�I f 1 S C J�1 D E R ✓ ., 'a�A � r+msn S P eiP _ 1.. �. . S U R V E Y 0 R S ✓ t' �+�9¢y gyp/ �4V"V Mw h+. 4W f, dd."W .r!` e" r.'✓.A `A" Al VICINITY MAP r.,..,, a �• iii' �' t r Ca »�..�. W.�.. r Luis Obispo, CA 93401 DATE . . (80 544-740 � � � ,�� ,� � C � � � Y DEI !: DRAWN 'CK` C ": STEPHEN KAHN PE 42350 CITY ENGINEER A"CE KDW K JPF OF 28 . ......... TRACT 2271 PHASE 2 FL �8O 2.60�F L S '14 D A.C. DIKE__�\­­­ + .10 HASE 3-4 LiWITSi'.r S 0 7,% + 6+00 F NISH ...... v ULL + LAGCY CL 27+ RADES (T__i. + LOT 70 -REES, ('TYP.)/ ....... 4G OAK 1 2 806.70 FL EXISTfi 4, t, X 804_.� 8f 4 ........... -Z' tTION 8 0�7 _�,(;,L ;E,P 01* 808.37 Oki ;mill - IT U 5- A"t))iii -At-Sill 77-80,6_62 FLL:­;­­ If ol� 00 ALSO­PER Ty"ST NISTAL' _C R "MEW Ptl A 3 4 ip j 00 _30_iIi E*' G?L =77 bill w" CL . . ......... 0. V, DIRT SWALE PER .......... X AAIt S ............. S T I IED _FAti ,,iT IN TALL TYPE INLET 'W/MODIF GRATED COVER PER CALfRANa,STD 7 - K "B" SHEET RL T All -41 ...... C1 'x % q, EXISTING RV 11.44 Q'i if 0) BE REM FL yt� -;,U A 808.50 4, 7� 'SCOPE + RTH' D.L 80.3,9 7 SHEET NO, 26 LINED I. ..... _­N 0,­ TR�QE 11 EXIS'll'il' -CbNN`E0ttb T E Q1 0 NG 6" D.I P,­ DETAI'L b 54 =�AENT 110.57 CL m -EXISTING P I N LET---V.'m QGfrTE LOT 97 ANS STD �RA TE 1) -PER-CAL11k, ......... ... D T' --D ...... "T"' 'SHEET'23 w­f-lit:Ad'i E_rAfL q--pq OLE T f k"'E" Zz Tl ;,,r,v YNI ell >1 7-11 _'4 nn!l, 4 -Al C3lll1.A_1"1,A-11 j �7 q CL 7 7�1 ........... -Ai SEE THIS SHEE 1, Z, LOWER A W 94? x- CE T RLI RLI GRADES (TYP. "XI" w L 35+ Z "C Sa�54, 1�_ i CL Z, K T N'; All Pill, Y all,mm""llwal OWNS y ��ON ...... Al" ...... 114 113 115, DRAINAGE 9W-ALE 116 117 ij 118, 119 12 '0 Z �0 .4i 15 /'\--605.55 FL PRt4TE DRAINAGE .......... T�RPR CDONL,,Ii� +26.69 EASEME 05-60 L P'_QH Ir (�7)jFENCE� FENCE (TYP.) L-4 .2 49+00 0,50% S +00 t 48 7+00 8061.99 CL R NK PROTECTION _T ------ C1 + 806-43 CL Z.5 t7 -------- -4- 46+00 x :1% 02.98 FL 806,01 CENTERLINE FINISH P5 806 GRADES (TYP. C9 05.60 FL C11 "A EXISTING OAK TREES (TYP 4+()0 4 0 SEE 43+00 + 3 ........�.07,­,_�­­_­", 42+00 A, ;Ct �GO 807.2M 8 CL t LA DEL _4 + o SEE THIS SHEET '610&21,R,�CL ly 00 P 4 a. ------- S 0.57 U 08 88 CL ()o CL 35+ 809.85 CIL CENTERLINE FINISH 802,76 FL_ 805.89 FL 7GRADES (TYP,) -7+00 809.6 0,6 80 A-"" 5:1 SLOPE Z­ C GT 97 j 4li k 41; xl CieA ............ GRAPHIC SCALE EXISTING 12" CMP EXISTING SDD1 PHASE1 FLARED END SECTION PER STORM DRAIN MANHOLE PER 136 LF 24" HDPE SD 803.65 TC CALTRANS STD �C2 5 �P INV. EL 817.00 OUT ATASCADERO CITY STD. DWG 503 ' R E V I S 1 0 N 40 20 40 so 160 INV. EL OUT= 800.55 _1� S = 4,49 V. F_ 1�_, 11 "1 I'll 1 .11 � lillillm _ .I E TING SPRING INV. EL. IN = 801,13 TRACT 2271 THE LAKES (PH 3- 4) 796.36 INV. OUT NQ. BY DATE DESCRIPTION INV; EL. OUT 795.75 f�2 305 LF 36" HDPE 796.46 INV� IN EXISTING 18" PVC FLARED END SECTION PER I S = 1,05% INV EL = 817.00 OUT L..Jnon EXISTING SDDI PHASE1 ING SPRING 804.30 TC INV. EL IN = 800190 268 LF 24" HDPE SD t-3) S = 1,00% GRADING PLAN PASEO DEL LAGO IN FEET 796189 INV. OUT f t EXISTING STORM DRAIN MANHOLE 1 inch 40 FLARED END SECTION PER 138 LF DOUBLE 42" HDPE N ­'3, TY STD DWG 501 /-,-\ vII0i*wIi1_�!,,l,4iwami 18" HDPE SD L E N G I N E E R S -ASCADERO, CA L i�'_ CITY OF/ AT INV. E' IN = 8"1 S ;= 0.25% (,��/30/02 INV. EL OUT = 810,00 U8 5 = 1.06% INV. EL OUT = 799.80 210 L N!Z1 !m011151111; NOTES. F 24" HDPE SD FLARED END SECTION PER FLARED END SECTION PER 1:1 SLOPE AROUND INLET OF PIPE S = 01.257. /7 (a4) 1, THE FG ELEVATIONS SHOWN ARE THE SAME AS TOP OF Cc 19 CAL-TRANS STO PLAN D94A CALTRANS STD PLAN D 4A WHERE NECESSARY OTHERWISE 2:1 DIKE ELEVATION. INV. EL IN = 804.00 K RIP-RAP OVER 17 LF 18" HDPE SD Z"', ()F� CIA- INV, EL IN = 80110 (t6) S = 1.0 % 364 Pacift Street STD. GEOTEXTILE FILTER FABRIC STORM DRAIN MANHOLE PER CITY Son Luis Obispo, CA 9301 JPHN R. FALKENSTI N Z 33760 EXP. 6-30-02 DATE FLARED END SECTION PER (140 SF X 12" DEEP) PER CALTRANS STD. 420 LF 24" HDPE SD (805) 544-7407 OF ATASCADERO STD. NO. 501 INV. EL. IN 803.97 CALTRANS STD PLAN D94A SPEC. (SECTION 72) METHOD "'B" PLACEMENT S 01,40 DESIGNED BY DRAWN B'Y�- CHECKED BY: JOB NUMBER SCALE: SHEET: INV, EL IN 800.55 FACING CLASS r- INV. EL. OU 803.77 KDW/JAF KDW JA 1 40' 2 OF 28 ------------------- ------------------------ ------- ------ ------------- IN Alllilllll lilimll I lill'i''!1;l 1 Ill lill! I'll 11 NI ............ 'y 1-8 OCK L _V R'_ D6.00 FL '�,,`REM 0 E ,XISTING 12 Cy 7 A P R.A-P,, PER PHASEI PLANS '7� 7. 7 STALL ",NORTH AMFtIRICAN GREEN C-125 F LINING 1�4` EXISTING SWALE DiANNEV < ll 11w; I'd .......... N""'RIVER X 4 WITH PAOCEL (AMWC PROPERTTY)'' 0, ................. A y� XISTIN' WALE wet" Irv- 796.84 FL INT N "41 F ACT BO .7 _7 7�4 6 75 FL I ND 5:1 SLOPE (TYP. FOR ALL 0) BANKS OF ,SWALES) �NO GRADING,� INT AREA 800-00 77 78 80 Z, 'PROPOSED IN 797. A A 'J 4 4 - 4 A �`_"iXISTING 175 LF 24" HDPE �D (LAKE'OVERFLOW) "D 43 -----INV EL IN = 798.00 IN INV EL OUT 797,00 PHASE 3 76, NO GRADING FL 82 PROPOSED IN LIMIT 11 THIS AREA 001 1#1 r") —7 862.LO IG T T 2zli PHASE RA 2 -9 25 L IN IL l 7*7'�, 60+00 4-1 4,'to--------------- ---------- ...... ........(......... T 802.0Q FG 83 6�8 6 F L. A 7#�AC DIKE AND 41 4 7 V 801.00 FL SPILLWAY IED�E OF PAVEMENT L j 797.50 FL PHASE 801,50 FG___* 75 SEE] S%molEET, 4 ga. L *do 29 q -4, EXI$TING 370 LF 24" Ou�ll 48 zj� IN'V - 70.00 S 0.ope, J 74 73 72' 71 5 J I- __­­­ I r, - 1 1 1 , I /, �"�4� , , ," ," I- "CONNEC N PIPE BETWE I LAKES j _J EXISTING TYPE OMP ItNLET W/MODIFIED PHAS 3 LIMIT 801100 FL SPILL Y ALTRANS STD. PLAN D75 01.46 P TOP GRATE 800.50 02 .00 FG C', 3 INV. 3" D.I.P. OUT 799.20 5:1 SLOPE (TYP, ALL WALES t 7 V r-%> '71�,��Y "'EXISIFtNt 802.00 FG M A X. �,jl 1 PE IN 6" CURB STD 511 799.05 F L T 0 -10, L So T \A I X'J 9.87 D.I.P. TH�OUGH AC DIKE 799.10 FL 802.20 1 1" r� 803. 777 UR PIP8S 801 50 f 7 EXISTING SWALE PER 94 PHASE 1 PLANS 803.00 FG "A y, 7 7; 19 EXISTING 4 CY-25 LB ROCK -,4- RIP—RAP OVER STD, GEOTEXTILE___ ,-­ FG _ILL I GO r 1 802.0 i NO GRADING 5:1 SLOPE EP 0, _.j FILTER FABRIC S 7 9$'/16 72 % PER CAL.,TR,AN5tTD. SPEC. (SECTION Y PROPOSE IN F FINISH WATER SUR AGE X METH'dD "B"PLACEMEN T—FACING CLASS ;PNISH LAKE BOTTOM 60" -AREA THIS 91 PLACE 3-3" PIPES AT FLOW LINE J i ELEVA ELEVATION 800,06 3, 7, 50 FG ,X, DGE (01 VV/A I t:.K I T P, 95 798.30 FL INT Ilk -777.r-- 7 > ............ '7_�_. OOTTOM 2 FINISH LAKE. Zel":�i-�_ 7':`__ 7 800 Fr ELEVATION 191.00 803 76`i,FG 92 S O�3% NO GRADING E 0 GE OF WA TtR (TYP ho r\ PROPOSED IN -,"B0.3��b FL 96 �_; — A THIS AREA f A "N' N, TION 800-00 ............. -7 'ELEV� It -WATER SURFACE 24 798. �AGE STRUCTQ9E,S 4 EG,_ A TREE PR T C TION OAK TREE (TYP.) rN 2 J > A 5 122` 21 \V 6 N lb �X 211-1 _`VREE TECTI ON ------ _77 0 f 33+00 ow 7 TREE PROT CTION C11 -A 28 �U FENCE J7 42 eV, N�, "A TRUNK PRO .......... 06 4, % _7 S, ....... "NATURAL" WTHOUT ENTERAG 7 % 0`­OAK TR P LINES 0 E /A*VRE C11 1"',2 0 'A 116 DAYLIGHT A "'N -NZ-0 ESIS_RX, 7 ,,10 ACHIEVE A MORE + TECTION -ENCE X-1 J & TREE PROTECTION 4%, Z E P A C� SEE SH EET 9.80 FL k + x" law- 77 Sv ­W�wp- C4 -7 2: 7 SEE ............. S y 'b 0425,t AA '141�41S ARZA :77,77 _77 TI 44+00 6 R , "I,", ", , - �'.�, _%\k�'. 47 42+00 A V, *1+00 ;7� A t 7- 7� "'A ��,4;7 "o, 'b 5", Fr, 2, 45E "k-J (3kADING PROPOSED A .......... o 4� Z� 7 �w k4 A.: J 79 T Z z "EDGE 'GF,PAVEMENT Z"777"! E 3-4 _4 A S 40 /4V 44 yn: 7, 6" AC DIKE AND F-10 qg ,�,ot _pJ NOTE REGARDING LAKE CONSTRUCTION.- ADDITIONAL DETAILS REGARDING INSTALLATION R E V I S 1 0 N S lee —4) THE TWO LAKES SHOWN ON THIS PLAN ARE INCLUDED NO. BY. DATE DESCRIPTION T R A C`o T 2271 THE LAKES (P H 3 IN THE PLANS BY WATERSCAPERS, INC. c=on A I_�(P, 7�' GRAPHIC SCALE ASSO,CLATES ADING PLAN LAKES & SWALES ? 80 0 40 so 160 320 0 E N G I N E E R S NO, (213/0 ;ASCADERO, CA C I Y .,k)F A Ev. 6/301/02 % rc,�w, IN FEET I inch 80 ft 364 Pacific Street OF C,'k Ci 1" -7 Son Luis Obisp% CA 93401 N R. FALK I R.C. 3,3760 EXP, 6-30-02 DATE (805) 544-7407 DESIG KD 7 7-25 FL -------------------- ------- ---------------- I I I I , 1- I'll -11111 I 11 11.1 I � I I'll, � I I . I I - - _­­ 1-1 I., . I I - I 11 -1. I I -.1 11 11111-1 . 1. I I I I . . "I � . - I I I .1 11 I I-1-1-- I- � I .1 I I - ���.I I - 1.111-11. -1 .I I . - I � .- I . ­ I . 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FL� I i I � _11- I / __...... NOTEe I ­ lk . " ! � � � , - I_ I . �1'___,____,-_1_ - I ,", " . . , _� I - I � ­ ­­ 1,I 1-1- , I : � ,I � I'll-­­-1�"I'll�1�1'1­1­�,,,, _ `11 ,� I 1111-1 I I % f I l, ­ 1. � 11 � t I , I � I I I I I � ,."-, -1,1.1" ­.­I � Ifi"',", , � I , - I 5 , 11 -11-/ ­ ---111 I ____ ---11111-- I I ��­1�.... ""I'," ,_ 11 I I 11 I I-- I 1, I ., - 't � 11 � � , � i / � i ­ I �l, )__1'_____-__ TYPI,CAL ELEVATION DIFFERENCE BETWEEN TOP OF DIKE AND"' I .. ,,, ­ ­ 1.1111-,- -­­­111_ '--,, "I _ . � -I � _'3 � i 11 �, I, - I ­ . "- I f", I 1: I�,Il, ""I � I "I., I "I 1-11--,"', "I�--1 I, I ­I 1, ,­,­�_,",- .- `1_ 11- _ '­_ " �11, ­ I - .1 ''I 11 I � I �` �� � ,I' ; � ''I _"" ­ ­-1-11, '. I, �'1111, I I I -, IHE F .1, -1 11 ; � I � I I CENTERLINE IS SHOWIN­'�� GRADING PURPOSES ONLY.-- "�,I I .I , 11 � i � . , I'll-, _111 -'/,^ � /�,, -.1--- I . 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BY DATE DESCRIPTION I I r-\ I 01� - - --_ I I . _ WAO 140 LF DOUBLE 42" S.D. FILTER FABRIC (100 SF X 1 FT DEEP) 0 , __�_" I � ,—'-- .-o-.�­­ ­_ I I I I I -,l CTION PER ,,��4�1�1`I`­ � s I � *y E,slotv,,, � I 1� /I �, � . ,01 3� ,-,,/ I 1 (�' 2) S = 0.257. EC. (SECTION 72) 1 1 /, � "K� -1 - I �. 1. - --I--,-�­--1" CALTRANS STO PLAN D � .... "Ille � I CC 2) ,,,'/ xr',) ""-'C"-1:I k..'r"�':'."-,'N �Cll . I METHOD "B" PLACEMEENT-FACING CLASS GRAPHIC SCALE ,,,,.,-' V A,L K,j�, 'INV. 800.55 2-42" cmip 66 LF 18" HDPE SD . 1?"44$ , �X, , 4�dn' � 14'1�i,l I I I GRADING PLAN — LOTS 112- 125 . " I v I _.-_o_._------------------ 1, I I , FLARED END SECTION PER �5 S. = 0.25% 1 1 1 �// ,(,�, ,�� I — � I . I I I , ,�� I ��, � I womomwomm"m " �`/�� _v I I 2 CC3) . 40 0 20 40 fjo 160 i 11 - ,%1w t"I � —� � 1 I - ,11�i I . E N G I N E E R S ;I �,_l I I 'm I I I � ,_1 ,/ "I, �'��"' - ­� ' ' - I i L0 :�o �, I , � 1, -42" CMP' 35 LF 18" HOPE SID ��1� L8-"" 311- . I -Il."', I I INV. 800�90 2 1 � 760 / , i-- -, - � . I I / Y OF Al 1�6 C A D' �R 0; C A I � 0 — t�lo�C I I — I I —_ I I ,�', 8 S = 0.25% INSTALL SD MANHOLE � � I . f ) ,I,�, , I � I k � I I .I . I . I __�.'.11.41 -_ �,�, I I I 101, � , " 1, 10�,I 1;;I�1:i i 1! 7!i I " I I I � I I f I ., -_- 1, PER CITY STD. DWG 501 __-___� . . V� 'o/oz 1 �611 ­ 111'11­­ V-- 1 -1 . I I " �:, � �I �� %�� � �� ���� . I P,-,Ap,61,_30/02 1 1 1 1 1 e I—-1-1..---__._ I � ww"ON-40ft-0 � I /�A , . ,� A, / I /,--\ 801.50 INV IN I S,U R V E Y 0 R S I ,* , � I . , / / " ,I1 , *,7 .0/ " I '1�1 , J ,f . ,! I e . ,11 . � � IV I . . �k ,,I,"' *1 I .... .11 , '� I FLARED ENO SECTION PER ( IN FEET ) v I I I I � I . ��',/ 7 ,; "I " � , I I / 1 7-1 ��C9 CALTRANS STD PLAN CP 5) S = 0.25%S = 0.25% 801,40 INV OUT I I I V-,\ �, " I�'I I . � -(-_1 __-1I__--1 C 11 �- ­___­--lai��_ - I - I " cl%\ I /I .d?,41 ___1�1_111­ �T`, I I = 40 ft. I ' 1� -�__.,_-, 1?� .1" . I I ---'7--w­-oF--- I— I �, 1`7�1i_ 1 &IF I � � Son Luis OblVo. 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DIKE PER CITY OF ATASCADER0 STD, 418 \ \ 1\ ' I IMPROVEMENT PLANS � � 1114 Q I i � A � , I ' EL � , \ \ PASEO I LAGO �� i , 1 � . I �_­­­­­ .__­______ � i \ I � I i INSTALL STREET MONUMENT PER CITY OF ATASCADERO STD, 426 � . 7 . . \ \ 11 � ! � ,­ (D � � I , . PHASE 3 -13 I . I I \ k� � i . 4,_ 111 . I � . I . ! � � � � X, I I _.T... \ \ \ \ �� 1�. It . 66 i 65 .64 �. I . . G> INSTALL STREET NAME AND STOP SIGN PER ATASCADERO STD. 427 � ! ;q�,�14 I �" ' I I � � . I \ � � 61 i I / 1 70 1 \ \ � i I � � . I . I I", I 1 317- i . "I', I REMOVE WOOD BEAM BARRICADE 1� \ � � 1, \1 ,11". I I (D I 0- \ \, I I � � 1 � . "I I 1 7 \ \ n ! i � 'e00- . I . . � i I k />lF I I I . 06 . EXISTING CONCRETE CROSS GUTTER PER CITY OF ATASCADERO STD. 421 fln \ \ 05 �i 11 I ,, � ., I 11 . . � 1� "N - -, , - __ _ - 'W' ' m ,�', I I -4 lim . 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STREET SECTION' PER TYPICAL STREET SECTION DETAIL "A" SHOWN ON SHEET No. 26 .J- - - - -1 - __�_ - - - - - - ,&** , ----- _1X � R = 1000.00" � � I I r" � - . "� I� - -- .�, I'll, "I I � 11 vIl C�. 111i "ilill""""'i""i"i"i""I.,...............................................I ........_­ _­__­� - 11 - L = 149.94' . I I I I � ,;,!,i,ii,i,iliii­­1ii `i""`l"`l�""""" ____­ ----- � - -- � Vk � I I � INSTALL A.C. DIKE PER CITY OF 'ATASCADERO STD, 418 .j'I I � 35+00�&A, _--i- . ____ �_ I- - 0 D = 8*35ill'28" . I I (D I LLJ 34+00 � . ----- ___­__ �_ � ­­ 0,1 . I I ' . 0� I, ---- I I ,� I ---- __ � - � I . I . I INSTALL STREET MONUMENT PER CITY OF ATASCADERO STD. 426 1 - U1j I I I , I ------' ---- --i -�I�. -- - . . I . 0 w I I �_l "'i -_ ---1­_­_ -_ _ I � . i � ` I I . . �, . . . INSTALL STREET NAME AND STOP SIGN PER ATASCADERO STD. 427 (I I 1 __­­__ ------ , , Wii I (D , t I --ii-ii- - � ';, tA 0 1 . 97 . . __­� � � T.0 CURVE TABLE . I , I UJ---------,---_��,�'..��..���'.I � I -_ -0 M fiii 11 ..1. -_ - I .-111_- I . I I I I I I -------- �_ __ . I I I V), ­� . - ----i _�___ , ,C. ,--A I� CURVE LENGTH RADIUS � D'ELTA � . . I I . - . - - - - --ii- oo -, - �n . - . -_ � I I I I I I I - . I . < __ - __ � - - I C1 43,97' 30,00' � 83*59'6"' 1 1 , - __ - - .__ - - - - - - I � - - I CL � C2 � 47.40' 30.00' � 9003"i 1, I � I I �-____ � I � I . I . "'.' ', � I . I I , I 04,4a gow, 12 1 I . I . I . I . . I - ,_ . . I 11 I I I � , I I ww. &%w , I TRACT BOUNDARY . . I , I ft."" ft" ww'. I I . . I I I I I . I I I I � �',-Nft A", aw . I I I I . 0� I - I . I I I � I I � . ?-,%w Aft , I I I I I I I ,-" I! I I Oft", awr � � ,,# w . , . I , �,a � *, , ,av I � .0 . . . � , ftft ftaft .avr � 0 z I , , � :zo IF/C ",v . . ,--.-, . � . . _,________,_ ILR04D "aft "Ift almow __ . - . . I I I I . I . � . . I I I I I - I I I . I I I . . . . . . � . I I . I I . . I . . � . I � . . � I . . I I I I I I I . I . . . . � . --------Ivx- 1 00' VC 1 ..401i 1 . I I . I I I . I I , I I . . � . I I ---I*- i 00, VC -"4I . *0 HIGH POINT ELEV = 809-88 to I I I . . I I . . . LOW POINT ELEV = 808.08 'q- LO HIGH POINT STA = 38+765.34 't tO � . I . C6 I-, 0 r- F � "I . I . LOW POINT STA = 34+76.12 N 9 PVJ STA = 38+76.43 IN <� � I m + + 0 . I - I-- U') PVI STA = ,34+5739 0 00 00 PM ELEV = 810.00 0) 00 . r.il ,0- r- (,O � tl ?l I TYPICAL ,TD = CL + 0.18 � I I I I I I. .. 0 cd PV1 ELEV = 807.91 r,Z +-� w A.D. - -1.00 w I . I I . . 0 00 . &i 0 6 �� . + 0 A.D. = 1.57, + 0 K = 10018 1 * 00 . . �� > 0 1 le) .. K = 63.58 to 00 � I m > w . . . . I I I fill � . I m I 0 aj I . . Ca . . w I . I I � r, , Lu >�0 > oi � . I I . C) C w . I . . to a C w I ? Uj . . 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I I I I - , - F ATA R09 CA , 11 III ' I I ,: __ 11 ----------1_?L_____ ,I';'�,� ''I',-- � - --1 I I ­�_IIIIMI 'I I - . �i, - , 1 40 . �\ 11 ,6/30/02 1 * -I � I I I "I . , / 0 20 40 so I � 160 1 �XP � - 11 � I � I, , ­IIIIII IS 11 11 , I I -1 "_ , 1 I I . "I <" ,� 11'1,�11.r', 1�i I I - kjjkTjmI1t�;t!iI: I i 11 li I I k\�* I � I I I I , I I I 1. � - 11 ,",";�Z, ­o.i�.,,z,-,­­`­­_ _­_­ I -1 -_6m �\ ,�j � I "� I I el l%w 10 , ,i I'm, Z I / .11 `11 .,`� 6/Jr / I , nj%, ��� �... " 404;? 1 1 \" 11) A .111", I , I - __ ­`_­_1mil__ � ­___ c4i.-_ . %mmmm 364 Pi Street \\'\ _'__��A � . -11.1. -1 _. ,;l .- ,ell - 1w I I ,,. I . - -1....... __ . I I� I I 11 I'-,1 1-77p fil 4 " . i ,.. N R. FALKENSTIEN R,Cl 33760 EXP. 6-30--02 DATE I j Son Luis Oblsp*, CA 03401 -�, , I . 1. "" - 0F' � ,_ I (806) 544-7407 1 �il __:, , lv­�,,­ , "wilimm"I %millimm"llilill a � I I ( IN FEET ) -,Ill ,.- I I ,,,IlliI1-13111-11.,� I I inch = 40 ft. . . I . DESIGNED BY-, DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: a . 11 . I . I KDW KDW JF 000209 40 8 OF 28 I ."Amilill aft"w""w"00"I I I I �lilili:ii:;ill;�Iiiil!�lliill!�..J... I i. 11 � ­�� I . . I I . . . I , ,---,-- _� , t , ' , , I � �­­_,_ , , , I - - "� , _�`� , , ""' - �; - , "wlm��I 'llillililli�41-1-1�4­11 iiiii- , , , , , I I � i 1 T?�,6. 1 1 1 L Fl�,­_� ,i-- ul ��� I I I n I ����� 7_7 . ��lll����� I zm,. I I 11 k � � , � � , " - � I I � � �=�=, 1, . 1 � , � ''' " � "i, `_`­_,_ " "" -, " , , , , , I , t , I I I I I - I ` I ­ ill 11 - I I 11 I , , " " , � , ���iiiiiiiiiiiiiiii� 77tt�������� I I I 11 i ` 1�� , , "' i I ----I--___ i ; I � , I,I F50) ,I�,� . ,j � N , I 1,_,i, � `1� I I 0 cc, 1-11 - I ri ` �1 I'm ` - � I 0 � I I 00 I I I i- i" ."', 10i I I I I I- _" , , - rll,� , a I w-ag-wr-1 ��) , I I F I / I-' 0�1_ , IZ I � : ". I � . I 11 I I . 1, � -1 --------�--���---"�-'--",--�-�,-�,���-,�----,--,-,--",,-",",--",-,�-�-�-I -----------I -------,.�--�--..-...-��..--.,"�1.1�.---�.�-.�--�,.�-�-.---l-l-�----��-------�-�--�-,------,---�--.--�l----�-- ,--�,�.-�,-�,---,---------�"'�----��--�------�----.--,.-�,-�,-,�--�-----, I - ------------.----�-,�---------.--------"--'-----�-�-�,�---.--------�-�,�----,-----.�-���, ,-,�-�������-.---�-,�� -,.-�---�T--�n.""��-�---------------�----------'------�----"-�""-�---'--'----"--"-----�--l�----�-��---�--------��---���-1-�------"-�---------,-,--,----------,---,--------------�----��-�.,-------�,��-----�-------------"-��1--�,---�1--l------,--��--�1-1-11"--,-,^-----,, -, --"'"--��-�-!-���-�-��--������--�"-,--��-,�--------�-�l----I I I ' ­-,­­­­­ ­ , - ,.� , ­� I 112 113 1j MOM /114 115 j / 97 till rril 01 �.w # "C3 ` R 1300.00'L 535.91' l f / D 23*37°19°' y R = 5000.01 L = 71 x.93' ,�,,, ,,.._,. �... � - �� � ww a p x xx _ _ R 80,00' " 6 � -- 4-8 00 50+004 -� 3.C Qx 47+00 _ PASEO 5 7 CI DEL LAGO _ o+00 1 (TYP ) '� R = 80.00` 1, ° rq4 t i I ns `^w�' . r...awwwr' «.r ,^••'". ""••'r „a..'. "ww.- `n+.' ..«« ,� 'w.,»r -..'.' "`""• •.++..., r...., ...,.m. w+w,..-,.,_ ,«+..,w:.:n•,:•-, W '...,. l 5'383,3" t:1M'itPi -y, � r r.„.« ..:.w En yp,.. '^0 pC1 'mom. u l Z ,. h 4y , c f TRACT BOUNDARY STA 47+18 INSTALL OVERSIDE DRAIN PER CALTRANS STD D87 TYPE A —SEE SHEET 11 FOR ( x 9 x ' t, N0 PLACE 2 GY . �: RSP X S �C1.� DEEP) SURFACE IMPROVEMENT PLANS NOTES PER CALTRANS STS P , (S72) METHOD "B” PLACEMENT FACING CLASS STA 51+84.50 BC all, � «� � — r � STREET SECTION PER TYPICAL STREET SECTION DETAIL A SHOWN ON SHEET €o. 26f TD = 808.42 t STATION EQUATION d U2 INSTALL A.C. DIKE PER CITY OF ATASCADERO STD. 441 97 PASEO-DEL LAGO STA 51. 99.17 PASEO DEL LAGO STA +43.75 VIA DEL SUENO = ,�' 03 INSTALL STREET MONUMENT PER: CITY OFATASAI� RO STD. 426 FG AT CL = 80&32 L = 109.57' D = 114" 7° 7" INSTALL STREET DAME :SIGN PER ATASCAI ERO STD, 427 J LOW POINT ELEV =« 805.91 LOW POINT STA = 47+18.15 PVI STA = 47+19.4.9 PVI ELEV 805.78 A.D. — 1.03 K = 97.32 100' VC 0-) 0 STATION EQUATION + STA 51+99.17 PASEO DEL LAGO «a A � "7 V N ... •,_.._....,_�..._. ._, .,.__ .__.,_.__,_a.,..._n._.. .. ,._v�...�_ _�,_�....w.- _,__,._. �.w, ."_� d..._ _ ,.,r «.�. _.. .,._ .�..w _.,.. P... .._._ , ..� , _,�... . _ .__�..� .,~. _,... _......__... _.,.___,._,._ __. .".., _,.._ ,,�a... ,...,, _., ...� ,._. _ ... n,..,. __. .�,._._. ..._.._ ST 3. IA DEL SU CJ FG AT CL 808-52 i 310j; ' m f d I t t t y t i { i , ISTING GR0 ND AT CEN-ER LINE S ..,...a.•.. i 0.53 , 1. t 0.5;. ! g { d p i ! 305, .._. f , , ' ! e i t.., I 1 t t y , } �NISEd G' ADiE AT ENTTERLINE j a E.. E t t S S , V i iJ , t ` } i k i i q + TYPICAL y{+YPy7C/per �•{�' ..... {may 1 ' t t g S 1 S t , : I e , ti , , l , d t g { E z [ 1 + Y�................ ' ,.-,...war .....,:.:.,,,,j � ' ..,.ry -�' ..-w_�«n.« „�.......J....r. ✓,.nn.r.,v -wv,_... ..........-„ .,.r.mn................t.. ,...,..,.,,i.:..„ a w-n r-,u,...,..n«;.e.N+a.b.....,.....-.r. .....,n..�++,.r.,.+n.,._..,.W.,-e,r.,..•i a..+.,.:..�.w...,.. .mm.,.. ..r,.n,..,.,..,-.,.,.v....w.n..n......w-..m,..-....�.n.-. w.«...-,.....-....._..,_..,,r}„n_..... .-.�., .._....n 1 v..,. ®..... a.. .,:...,....,..,..-, .-....,.rn..,.u,,,.,,r ra ,r.....-, - .,.n, ®.,v. a, ,,. .w.,,-. .,.., .,.,.». ,«..,. , ..,.,.... .....,. .-v , ,..... ....... ............ ..... ...,._„mw,.n -....... ......,,. ,,.,.. _ ...,.,, _ ,. ... , i t g{{F f 795 i a SCALE t i t r I s to=40' ptt EXISTING < IS ING GR0N$ : 7 1 6P=4i VERs. I , YP. �-FeCENTERLINE,(TY .)AT CENTRLI E , d x t e d i P i E 2 , x d s • , } i 1 i } r i r , j' k. It .. �•F.d , .. .. _....t.J. . ,�.a„y0. ....�. ., L ,...k.+..: -..... to:. 0! J.0 J.i .`, 5. ° .... -.... ..g.•>... ... - _ s co 0 00Z oil 00 00 001 00 co a0i 00 00 , 1 , 1 , s t i 46+00 47+00 48+00 9+00 0+00 51+00 E V I .S f 0 S 3 I awl TRACIO 2271 THE LAKES (PHASES NO. DATE DESCRIPTION Es armon "Al -4/ ' `= A A _:¢( . ? ; �w GRAPHIC SCALEN G I N Pt SEO DEL LAGO SURF CE E No, C33760 P L A N N E R S CITY Of AT A0ER0, CA 20 W Exp 040 0 00 16000 V 1 �«y p� i S J R `l� 0 R 3,' c_111364 Poll Street d Son Luis Obispo, CA 93401 "��'� or r' L; �:� a- , JOAN FALIE,NSTIEN R.C.E. 33750 EXP, 5-30-02 C3ATTI~ { 1N FEET (80 1, h = 4'0 ft. IBES GNEI Y: DRAWNBY; CHECKED 8Y: J0 NLIfVBER SCALE: SHEET: ., KDW KDW JF 000209 40 9 0E 28 - __.._d� _._.._.._ . _��____,.r~..,r,. ,�r..a r.rF ..,_.,�.,M,.�� �.� ,___._�,�w ----- __�� . _-�.�_m,__ .���. .,... �� ,�.W., .. � .q� «.,� µ„worm..„ . n n 1. I I I - I I I I I I I I I- . � . .. I - 1-1 I ''I 11 I . . � , ­­---�,�.,�,"",A,�".�""'-'-'�.,"",�"','-1-1l-_-1--111-11-1--1 1',"-,-,.--.,�-,�1--1,,,"-,�,�.,-,-,,..-I——-1-1-1-��",.-,--�l.-,.-.--,,�,,��l.-II-�-1--l�.--.,�--.,--�---,l----�,-,� , ��-�,��---,-----------�"I.-�,�---,-.1-�,-�ll-�----,�-�-�,-"-��--�--.---,.,----,-���--,:--�-�--�,-,-",--�,---�--.-,--�--- .-.------�--�------------.-�---�.-�.,-,----�-,---.�.--.--,.-,�-,--.--,,�-�'---�.�- --.-�---�----.--,�-----�-�--..--.-�...__-__-_-._____-_-.--_-1_-"I-,. , '� I I I I � __ � I , . I... I , I I I "I I % I I I ',I I 'l � \ 11 I I I . I I .�,: , I . 1 I ,, I ��,":-''l�,� `-�,:, \ � . I 11 ,�,�,,,',�` � I I I ,I \ �7,1,,� 1 1 1 ,"I"; � S'r�A 64+23.55 . . ,,,,�,�, I ''I - " ­ L__it ­C­­� �,­;�,� � � , BEGIN SECTION C , I 1." , . n L, �, ' I . � ""11)"',��', � 806.1� l'-11" I I ",2"�'' - i .0 TD I "",-I '\ I �1 . _V�_ "�_w, � 'i , - TION I -, \ 1�` �, - ; ij 11- IN TERSEC. ,,,,�� ,,,, S I A 63+98,65 , " � , r--STA 65+20.33 VIA DEL SUENO I ,, I _\ � �l 1- �141k V I A � E [al QI�J- U E N TD, = 806,37 ,, ____ - ,____ -.1�---­_­ 7 . ,� , " STA 21+27.11 VIA ANe_UEL0 -,i,,`� \ . 1- "'" I I �4"��,� 11 1 03 11C I ,,,l;�-' I .+ tl.* .'­ i PROVEMENTS SEIE_ "S)'HEET No, 5 �_.; , " I'lli V�,',*,qol FOR UNDERGR 'UND I M P \ ", / 111,,, ,,,�,�_­­ \___11 �f so ,' 81 �__ 82 1 ,"_,,I el,- I'R A CT E8()1u N D A R Y R = 750,00' fIr 1 (4� �.,, I . � / i P� Q) I -I�_�--�­ 0 "t (O I i�I,� ,�`P-11'l I" (,o \ L = 3 51�48' - 1­� I I I I I ��''?, �__11 �, I ��,� ,�,,1: �-4, STA 63+73.65 D = 26'51'05" w ��, I _­ .­ -- �- __ . � 83 1- -ION A-A- ­_ __ I < _­ ­ - I . 11 _. - ___ ­ - - 11-1 "I n�­ LIJ ".., __­ _-, ,___ ._ "" - _1 I END SECI 'i- -, __ I-- -, __ --- _ �0 Lo Z rlf') r I -9) .--.--- - -5 _,14"­� , 8 0 6.1 6 I'D ----\ ,, - ,--- , Ltj 10 ..�_�` N\ 19 �.D ­­ I—' ,-,- - - __ --- __ - -, u lz� � 1-11- I'll- .,___�_ .- __ __ -A- - - - ___ ____ - Iff - C) 0-1, "'� ______ '\1 � _­ __ __11 ___ \ - - - �_ ___ ­_ -, -.1- t� ­__ J7 11<1C "l _­_- ,\ ;�, I.- ___� _­_�.,� -.........ll --__- 4-_*� (/�-11 _1 - 0 �_ __� 1 N TERSEC TJ ON wl- �'.�, --- - ----- -------- ___�� ,--. - � - I 1i n I '___ 11 I cc� - -, - U) ­1� - __,_ _-, I __� 6-5 _00 I _­____.______� - ___� -----16 Lt�,L ­ STA 69+63.06 VIA DEL SUEN0-- I \\ �0 _-, _____ - .__� __� � 04+0 -A � . ­-, N - I- _� 10 84 al 1 2 __ .,_111__-`__ �� C9 N) � - . 615+o") �_,, _____ I -_ -� , �? STA 15+23,58 CALLE SERENO ,J) .�_ _----- -_ ____� '1� -+_ I ,� ­­_ I �__ -_ � , i"n IS ,_ __. � __ 0 I ,__ -will, v_ ­� � -�� �\ . 0 _,­ ____ �__. � ___� ---__ . 0 , ;10 __ I - I _� -11...�'. I ____ - �0 c f1j I - 1____� .--'- r'j�_r 001 --____�, �­ 1�0 ,__.:1 --4--- �0 l!'':;;'';�:� i�h'' ____ ___� ___� . __ * '�1111, '10 @ 1,�I _­ -, , ____ _� I 0- _�­ t,_1 � ,�q � U3 (TYP.) I I I tl- � _____ __�_ - -, .-- 2 1 85 \ �) - C) ,_ __ ___� , _- :::::�� I__-_1 -.4 j ­_ __� . 6;7+,(-t0 - - �) , -, -, - 0 Q �, __� - ­­ __ 1. 1.) - ,_ / / 11 \,, '�I ,,�\ --"l Il"i"IJ ,�� � __ ___�'Icl��, r I ___� I 11 __-I-- - �_�� 08 __­ ­- ��, 1� I . 11�_ ­ N�� � P,�,lf (o -­ _____ --- I ",),/ ') I __� . ___ __� --- - � � 7 0 1-b ___ *I t- 6 - --- , _�__ i7 '\11 I I ('' q n\ _�, i, ....'�� _____,w�� ____ cc� . _'�-� ___ __ ___ + I sao'm 'I- I __ � I) � -, � 7� -d ____ ____ 111,1!bl� _____ cc� C\, C. + I �_ __---- ___� - - 0/,� --" '_ ,, � r ,_�__� -_ ____ I ­_-__^_ ­_ ­ * � (-,A\, ______ .__ __ :: / - ____- '000 __-, Oli --.11- - � : - VL 4C ' ,_ - __ _ .__ "", - I - i - : ,- __ -- )) "� � k�) , ____ - - - ,---. "'N\ , __� ,r__ I \0 68. ----- _.- i __ ______ __._ --1-1 i 61 C ­_­ .---- __ - -_ \ \ F - - ----,., i - __­_ � ',i I r- i-00 I __� 86 . ,//r") \ _­ I '� - __-, _____ _.- i ll,��, I ______ .,- ---,, (O , �,\\ _____ - A,-C',") 1 ,,-­-�' , I �, I.- ,�� 11 C) I -­ - , \ . __ I STA 64+63.76 BCR ­_ ___�� '\,\\ r I CC) �;­i �-, - � ____ ___ ___� 0 1�� �,�-�_ _�,__ ____ - -1- - TD = 805�82_j 11 I I / STA 65+62.9-0 --_�,L_ ____� -- F 1; I ---_, __�, -, - -, -- �. . "I - " - / - ___, �_ � ­ I __��Ol � _­ I ! ____ ____ _��, _____ ----- __� ­. - r r____ R � 10 --�_ _;� ____ _____ ,�v . _�_ ::� _�__ - 'N (J lilill�_ _____ _____ ---__ _."'.", `-_ 0 _____ _-_� _____ __ (,,,y ,-- ­', x -1- P u) __� , __� - � , ,_ - --­-�-� :- (1-\ -1 ___�' __� -----* - --- I C - -�, � ­` __ - - C,4 -k ��_ TD = 805.76 Q, W Z-- - �1� 69+0() - - " 1, // ­­_�1--_ � -­ -6 i � - / '� ,v I-- _ 6 __� , "'�� "7 ".-0-�r � 6 i k � � - --- - -- /____-, v I 11-1 ,_ � -�_I- _____ _____ I ___�_ ___� -1 - -­ ­_ ­­ � . I "I ---�1�19 -_ __ __ -, ___ I 1- lif C) W. .__ ­'_�� __ __ "'� - , _�____11' ---' � - 1_- � N-1 (-) 1 1 �, t". 9 1 __ , / I I -- ____ - A-,, - _4� . - K) I i � V �� �_ I I "k- _�� _7_�Zi_ ____ __ ()(3 1151 11.;_� ____ __ __ A- ! 1-11-1 w __ ---,_,.,�� $ __, 0 �, -__ 1 6� 'V�00 c-15b�� '1� ____� ___ , � kQ TA 204 72.3' ECR__j Azc(J) _-5 1 ---__ ---__ ,g*18 5 - ______ - ­­ � I v / / �� 211 1 __ % ') - , , - _____ . - - TD = 805�33 . . � - -,,F_ . '"­_____­___________ __ ----_ "" - "ll - / < 10- �\ - cl� "\ ___� � I \\ /1 �,j�.516 ----' _�­_ __ .- ��. ,I ____� - 59211, - I- Y, A Z V)Lj 1,�,* . - . /,+() - � TD = 802-87 1 _____ 7,r).4-rl" ---------, '--- b3 - -, 0- I C�f, � N CO -_ . _�_ I ___ . __ \ V- SEE / () \ S7A 20+85.87 8CR 93 ;.- I 0 -_ - _____ - ___� 0 lill I "r N-) - ____ � I I I ____-1 f / ID = 805�40 ill - -_ _­ - "___� ___� I � _____ --- .. __+­ - I _-A__ �0 f - F .- I _____ U-1 -_ LOW POINT------ __ __ - �1' L11) ECT - � __�, _�� 807,19 F1 �� --- __� I , 01:0 L�2 12 � Ill I �11__� ­____� -_ _____ 0) .'l . / f / .. _,__ ­_ __­__ ___� I I V) w -.1 ; - � _0'jr 00 I - 1_�_ 1 1 '­ - Q) ,-,��q�.35 FL m , t, / I i I I /:T 2 _Iz��_ ',_� - � f . . _�___ _", I , (0 STA 69+17�OCBCR - - ___� � (n I �___�' ­___ I- _­ � i / / / . ­_-, I 1� , \ �-'.__ __ I TD/TC = 807.54 q-) 7 11 .j � I � ___ � _,_� �, 6 , w -, �,:_ � / I /__V__ `\ S - ____- ___1 UJ U-1 kt ,`�\ 1_' �\�\, - 1��P / / I I 9() I I""',- ­ . ----- (J) I � I G = 803-97 ,-,Z I- _, \\ ) � / . U,5 � - ­_ -�, I /'. 11 11 CD . I I / ---.-, - -___ � Is ,z I __ I_ U')'\ I /111, .-,-- ­ ____ . b,&03 \ () .11' 1_' w C:�I 0 1 1� STA 14+77,58 ECR 1," ,�___ ' "' . . �Ar N �� �� �6 Q)\. / / + �.� / , TD/TC = 808.08- I ( STA 70'+M06--ECR ---- �1_ / 0 � i _ \ \ IZ I e3 . / Ir 15 0\ I IN i I / ID/TC = 808.00 "-'A<- ----- __�- CD\ I t '. I 1"Wl 70 \ / C) I , ��-o �0 -0� . - I I I STA 14+77.58 BCR I \ I . / / , ,, 79',�-lq '-'M/TC = 808.08 > I 11 ) I .1 \ . I , , ),00 I . I . '89 'IN z < \\ / f CAL , ", - , -kl I?- I f I _� � �� , " ,�, \:K (11) C,) r 1__`_� . I 6 , c? I �, _�- -, I 1 i C EE'r '� <�O', C1.1 I / , CE 11% ,�,�� ____� . I (0 __ _ ­_ '�. ,:" . I I .W,j , i ­-_____ ____ i::;�i:i:;"!il�!�:�;::�i�l�!�;�i��:liiil:l ________� . ; 1 14 . C) _Q0,1� I _____ 0 11 .-MIJ ,_� � -----__ %C 0 / I (1) e It I I I --,-----. ___­_ _____ I 1-1 C I ) 0 co 14 ��S� I 11 / I, -_----____________`1 I . . / / I V_ N � . / I I I I /I-: / I 0 V� I . I i , I ______, � . �� , / + 0) i / / . i I + If I i "I I i�l 0- . � I . it / I i I I I (? ./ / 1, . 0 i<_ , - I / * / / / . � V- V) I . I / q4c -_ . � .* 7jj- lo- I I .1 � � I . I � . I/ / 0 's; / // �� � I t b . I I/ I I I + I/ I I / I 0 1 / I 0) ,-, 78-�-86,6_5 / f, I I/ / / �11 I , . � I / / / . . / / . . . . . . it , I, I . / / I / / .. . IsrAl __ . � . I . . I I I . I I I I I I . I I � � � . . . I HIGH POINT ELEV = 805.90 1 . I HIGH POINT STA = 63+'98.65 LOW POINT ELEV = 805-43 1 . I LOW POINT STA = 65+18.66 . PVI STA = 63+98,65 PV1 STA = 65+18.66 1 .� I I P\A ELEV = 805-96 PVI ELEV = 805.36 . . I PROFILE OF VIA DEL SUENO A,D. = -1.00 A,Dl, = 1�00 . I I , TYPICAL TD = CL + 018 K = 50.00 .K = 50.00 � � . . I � . I . I ­lo.00' VC____v_ I � . . I r_w____50.00' VC­___0_ . I . I I I I . I . I . . . . I � , 11 11 I � I I I� I I I: , � � I, I � . � ­ 11 � 11 . . . It 11 .11 I "I t I " - � .i . - , 1. .1 I I I ­ . I "I 1 � I . 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I . i � � t ; � I � I I � ; � I I 1 1 � I ,� f � L LOW POINT ELEV = 802.,87 1 1 1 � i I i I I .. � , i I . i , I � . � i I I I i I : � � � � I i � i � � (D I 0 : � � � � � I I � � I I I : ; i x ; I � I I I f I I i ! w I ,". 6i l i I , i � � I � I I 11 1, I , 11 1 . I �I I � I I I .I "I � I I I � I I .1 I -0 �� I I� I �­ , I ! _ , , : il � 5 11 � I . 1 . �z I I . I I '. , : �1, , I I� 11 ,-4 . ; , I I . I ­�t I I I ��,,, - ' ' ,,, 1 �11 t I— -- , , -; -- � , -- - � , I . ! z ;, d I - ' , '' "L ', �""' ' ' � 1 7 �, � I �" ­ ." 41 I—' .- .�1­11 � . I ,,�, 11­�, I I 11 I I - "I �L --I �" � F I I I-� 1 4, , I . � i , � i ; � � I , , -� . , , � 0i � � I I I . , I m f 810 � I I � � �A � , ! : Lw 11 � � I � 11 � � I � . t � � � I � I I : . I � I j e I � ! . . I l o (i � I t � I I ; I I I . I c ; 4 � . LOW POINT STA = 1+73.04 1 �' , 0i . I � � � I I I I I . I � . I I i I i � i I � �� > I ; � � I ; � I I . I � ) I I I ; � . i I I : I � i � I : I � aQ t S? 1.0 ; I I t � L � I '�, � I I � ''. . I I I I I � I � I I . I � , - ­­� 11- I � - I �_, ' I � � � I � I I I , I I -R,L � I ­ � I'll, '', � - I I - I " I , I � I . I 111- ­'. 1, � I � I I ,- ,, . 111- I I � I PVI STA = 1+87.11 ! I I I 11 I � I I I I i I I . � -1. . , ,''m I I . . I Lu., I I �! �_�'. ,� - I . 11 ­­ I� I I I - I I � , - FINISHE-D GRAUIE-AT ,CENTE, Ji . I I I c I I � . � I I I I I � I ; � I � f i � I : f co I - � I . I � i � I I � i I I ! . . . I I I : I . I � I � I I I I � I I I I � : . I I � I . I � e : i f I ; I I � I k I CD � uj � : � t � t � � � � : � PVJ ELEV = 802.52 � � ! ; I : I : t � ) I I � . I I I I : I I � I : i ! � : ; I � � . !, I � I � i . : . I I � l � t� � i i I ; . I � I ! � � � I � ; � I I 1, i . � I I � � I I I I I � I � . I i , � - , - , � � I � � , � ,, �� I 1, I I I 1. I I � I-- ..­__�___�__--_"_­ , ___� __-"__,�_­_4_ 1-1�--.,---------,�,--,---��---,----,-,----_­�_1­1_­__-4__.t I i I I I I I I I 11 I I . 'i I ;1 �� � I � I I _­.�__.__-�._ � . 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I � I e � i ! t I � I t I z I � � I , I I � ­­­ -1-11-11111------I-­­I­ 11-1-­111­111-11�_,�1-11��.11�.-�--�,-�-�.-III-11I­­­,.­­-J1.1-1-I­­­­I—-11-1-11-11.1-11--1--1­­­­­­­----.I., ,,---,��",,-.Z-..""-,---.--",��,,�,--�'..-�------�... � � I I � i I --1--11--L___�__-,_____,_-_-_ 111­1_11­11__.�,­...­­11_-1%111_1 -111--,­­­-,1--'-------1--- 4.11-----r,:1.1'---111-11.11�,�ll,���,,�,��."���",-.""��,--,-.,I.Il�1--����L­­-_--1---_-----l�l--"'--"--"'---�""'---4��--------­­­­­­­-1 L._.__,__1.__--1"­_­­�,,111-"�­I­­-'A.-�-1 I—--­I--'-1­­­,­---1-,­­�,-�-------��-,-,-�-,�,-�,.,�---,-,-,��-��.,�..,.,-"-,-,--,.--�,�.�-,-�--------­_­­.­­­­_,�-­­_-"--'­­­­­­­­.­,.-,­­-_­�­­­­­--l�,-.",���'..�'.14-1,'.'-'�--�l-l�111-�, �­., -��.-��_,_,,,,__.,_-.,_.,_,_-,,.�.,.,-�Ir'�,-"-,...",-��'-"'�,-..�-,-".�-�11--­­­-­!­­­­­­I­1-_--11--__--- -­­� I I � I 1 60+00 . 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+ 1 1 . . I . . I . ------- . - � ­_,''.- - . SCALE . . . CURVE- TABLE 1"=40' HORIZ, . I . I . - ­­­ 1"=4' VERT. . I .0-100l _______ r- -_-wam"000ow"Im"m - -_ "MM"lawma"al . CURVE 'LENGTH RADIUS DELTA �__­­_ -!!!77'7�!*�� NOTES . � 11 I- ,,,�� - "ll'. I I R L V I S 1 0 N S A % . I . I ",e __1 � �, mombal , - I I . ------­wwwww"al I I �� I -11 l;� , � C1 59.42' 100.00' 34*02'52";�_ /I " E")-sl��'­', NO. BY � DATE DESCRIPTION TRACT 2271, - THE LAKES (PHASE 2% - ,1� `ilc� v I - + , I- _____ ll,l,............w __ /"',�,-",\, "," '. > . STREET SECTION PER TYPICAL STREET SECTION DETAIL "A" SHOWN ON SHEET No. 22 C2 17,3.20' 40.00' 248'05'44 � e--*7-_-- , . \ I I I I ­ ­ 1 �<.� to (,J�\J_ p I I I (D � fl/ '/ KI[I . 1 _"4'02"52" . �"/ IQ- IR-,� "/ I vl I 1 59.42' IM00, r= g W�/` � /--\ C3 _�f c on j /,�,% / ,,"� 1��\ - _­ �.. ____-__-__--1 - ­ !/�`- , ,�,,�,, � - I I ��) INSTALL A.C. DIKE PER CITY OF ATASCADERO STD. '418 C4 - 53.50'- 30.00' 1,02*1 0'1 2" 1 �;2wll� 1 '-,k,' ��, ,,�� . VIA DEL SUENO - SURFACE __,_,_____,_________._ A S S 0 C P A T',E 5 ; "�1��C_1� ,-n ll� . ; , - " im.­ - o"".-A Nmt-q-­ I I _m" A._A­__..Pl . . ­ -- 05 44.72' 30.00' 85-24'1 4" 1 . I j �"`_ "I ,_ � . - I i Wa, 1 '1-,,:,-760 ,* I I mWoux"m 1 14' ) , I . Otoot) . �" ;�r- I N"-. �,_­, - � 0 . __ I - __ I , , - I C3) INSTALL STREET MONUMENT PER CITY OF ATASCADERO STD. 426 C6 47.12L- 30�00' 9010 ' E N G I N E E R S , /111 oe I � . I - . I C7 GRAPHIC SCALE \�,,, \ F-Y,f),,'6,/3 0/0,2 * . "11.1, ,// 4 7.1 2' 301,20-L--9-0-1-0100" ��, \ I ,,, � I I C I DO OF ATASCADERO, CA - . --- I---- // ,", �, 04 INSTALL STREET NAME AND STOP SIGN PER ATASCADERO STD. 427 . , * �, I _______Z1 ____LL�1_;1/_ , / -411_____-------I—- __­­_______________ C8 188-08' 734.00' 14*40'54" 40 0 20 40 80 160 'll1l , �_ �. ,o," I'll ,,,��I , "mo.wWw'"A� e,'� e,'� . `�,� ON .I----- I _______._ ,,,"- "'I" �1' �R_ _________A---____________J_ � ';";�' "I,"' , �"11�-", . 5 PT �""',�_,, n, ^"I\1k, , I 2, "I ,,, 14 5.98' 1 1 %, 1,-�,q , V:SN, i 11 1� ?", -,, ", - i I i mum�! 1 , 1_1 _-�, ,,-' 1� I I � ."',11 C9 - I I------,----- AM!; i i 1�1�1�' ./�,j� ,1�� , / I IT ,/1, Ide 40 - : . I � I ___1-1 I I= i i ,�',-,, - /F, " I - - INSTALL CONCRETE CROSS GUTTER PER CITY OF ATASCADERO STD. 421 58 QQ' I ilii1,1 ___ : ; I � I , ,,, - ', * - "/ i ,, 61 i I - 0, C - _.", . -1 Z" I 7 ",` I I ---in=:1`11111111111111111m . I __ (�) ::r �7-<A 00' � I ,,", 1, . Ll =llil 001 t, /7 - s��., t , . 35 766.00' 26*51'0 , __C1 0 4*35'46" i ll� "," - �' f,lll __ :::��____ - . L_ :il,i,llll ----------- 364 Poll Street , -771*±--"-I - . I . . Son Luis Obispo, CA 93401 '--�,-�,,,::"�.,-_,:-- "�, I . R. FALKENSTI N R�C,E� 33760 EXP. 6--30-02 DATE � I (D INSTALL 6" TYPE C CURB PER CITY OF ATASCADERO STD. 418 1 ( IN FEET ) . (805) 544-7407 .lllllll0___91N ,,,,,��,�,,,,,,,,�,,��0,0"",�,,,,,,,,,�,,,,, ___._ I � r I inch = 40 f t. 15ifSIGNED BY: DRAWN Y: CHECKED BY: JOB NUMBER SCALE: SHEET: � , . I . a . KDW KDW I JF 000209 40 1 0 OF 28 � ft- I I ...."ll",......""witill-Willilli'llml IN - k �------ ____­____ -___-_1__-_- R". ­qlllllllll� � . . . 1'� I , . I I I � N) � I - - 11 I I \ \\ I I ­ � -_ --- -_ I __� __ - I ____ 92� _ � , ___ \ __�Z_� __V��_ 1��, \_�� - .-k El __,__�_ I I I I . 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I . . � I I ____ __--I . 1 I I I ____I__________________�__ I --- � I I I I . - ­­­ I I-- I � � �., I �� I �11 I I " I 11 I --- -_ I I . I . I -1 � I � , I - I � � I I � I � I I � I I 11 . . I I I I � . I I I I . . I I I I . . � I . � I . I ; I I VIA DEL SUEN � I I I I I - — N I . � 11 � I I �11 . FOR UNDIRGROUND IMPROVEIVIENTs SEE SHEE" No. 16 N STA 76+97�03 I 1. �. . I I (O , I I I '17 1 �6 TD'= 811.88 . I I . I I U-) . 4- � I I I Q) 8 � ". I . . n + Q-) I � HIGH POINT I I I I ri . . . + Ill , 2 m to d END TYPICAL SECTION "C-C" 1 86 2 . N ": C� r111 � ro 87 fli �Q 99 �0 (*1 I I I .If-; + �_ L'4 98 � - w, I I I 0� ir- 01 It + IN t+n . I I I�0 � I � N w W2: ::� ll + R = 4050.00' + INTERSECTION "i N 101 (f) I I I 1 2 ' 0"" CL N N 0 . �, I I I I I .. I �,�'. 1-11 � . I . I I ,* 091 , (.) N, I L =.311.60' ;� STA 74+69.93 VIA DEL SUEN,O �, (X ,, I STA 77+07.46 SCR Ill I . I I - . ;� 11117 I I � 11 I ;� < I- a- 1, ., 0- V_ I I .. 11 , til -- � -_ - - r__r I I - - D � 4*24'30" STA 43+26.70 RANCHO VtEjd--\ -'r - --- -_ , - �i R = 275.00' I D = 811.84 + . * I . I _(/T itill- "I I,-,,, ,- - - - ', - - � , 1< i!� :ml \ �_ - ­_ - - _- _v) - - 1 102 "'i � N I I I , - � � " ­ I - - - - - IAZ-- t- - -- � - - - - �i I -- - ­­ -- FG ' 8+0,t2 --_\__t11 — , �_ � I I I - �III-- __ — I. � I — , , I . - - - - -, -_ - - - --- -- -1 _r/) � - -, - ­_ .\ — ,­ ,_� ___­ � _� L = 427.18' %1, � _�, �, I I 0 �: - .. , I �, -, " ,— — 11 —1 �i_ _�_ — — -_ -- — — -- — — — — — -- — — --,.— — _� ­_ __ . -il'- � I . I .— ­­ — , . — — — . , , — — -- 1.___�_ —_ --ii-ii- _____ �_ D = 89*00'08" Nn 1 - . I I I �. I -i.....................ili,� ­��_ � 11-1 I I . —- I I I I — — — I - — — - __ — — — — — -- — -- I ::1 imi Oil __-1 �,_ , ,--,i , I z, ,� � I I iiiiiiiiiiiiiiiiiii-111-R I -4- ____ 1 03 1 11 uj0 1 � il, . — I I . � _,,_�­,.Ilil ,,, I r< STA 10+41.63 ECR ­­ - - -_ - ­_ . I I 1- 70+00 �: '71+ 0 1 75-4-00 , , .1 --,, ­_ Q 7TD = 812.17 -_ ­­ 11", 1-11 I � - I " ' C11 74+00 -I--,. � + ,-- I I I I I � 1 S29*1 8'52"E It-, . � - ll� .�!11 ! Iii � '-__1 10 "I ---,, -, . -'06- 1 (O ,72+00 73+00 _­ � 76+00 ,i ,--- �­ ­_­� 1�1 \ , I D-i -i — � � I iii, I I ii�-iiiiiiiii—iiiiiiiiiii—� --i I C7j 1-1 ",, ? N �,-' ,,---------,-,-, .I I I V) w _+ --i_� IL — ­­­...:...;;;;......l'i,iii iii I — _______+____­� -+- Ni 11' __1 1,1+00 lilill" 11� 11-1 \\ \ I I 1 97 — i 1-1 1�1 i I I . 09,87 FL ", "; "I '_� 1-1 . \ . I I . vl- 809.70 FL- I '-�--� lill/ `lillll� � 11 , 3n: m, I 0 1 1 __ ,-- "'i N tp, -11- I I w , ­_­­ I '-i . _lll`l.,_� "iiii \Z�) \ . * I .i- - ''I 1 3 (TYP.) C12 ____� --- --ii-_�__ , :i I <21 \ 4-0 . I w ' ,__�— -- — — - ---I----- �1_ __ 1� — — ��---- O� / 'l 0. \\ I 11 . LIT — __ — — — — — —iiiiiiiiiii—ii— __ — -i- ,Z ,,,,,(C' * X . I I — __ __ — — — __ — — I (/) - T — — __ — — — __ � - — �� / Q C _____ , ,-, ,jill rv/ __ I Irl, 107 1 --- — — — — -- — — — -- + I V- ' I a . .- - - - - ---- - __ __ - ,�_t I _­_ _1--1 ,>-, --i \ �, /i - — — Ln j.-- — — — — .1—ii- 'e, S -----_­___ Ni I ly, --- - __­­ � . . I .I . - -- - --- - - __ __ - 10 Iiii STA 75+12,78 ECR - -- -_ --ii- I I _�g__ //� .--- - I- --- _­ _-1 __ R = 80,00' . � / W u.j to - - -, - -- - - - - '- - --STA 7-4+-21�­65-SC-7R - ,iiii -,_ ----, 1--i- - --- --ii, I uj . ( um Lj . -_ -_ Ii-,", " ­_ � �, I 0 ji,­ I L = 21.84' Ili I'll,uj . I TD/TC = 810.05 \ w TD/TC = 810.51 "__� _� , -1-11 \\ "il . I �!z = "A < I 0 Z) . 14: A I-, C3 . , . , � , � z 't <.�� I ) � QD - I N,;k��-,/'J 1-1 11 I \ "Jill, I /--\ it C� D = 15',38'3,3" I 1111 cl� . + to 0 . . �1, % (2> ,Q:L - , knXiiiii, I f.>UJ , I 0 , . 0 00 STA 10+4.7.58 BCR , ­ I I .. � 11 . . I- - - - . .1 5 1 N tili Lu . . NN STA 42+78,144 1 . i 1-1 I \'\\ . -E I <Zn v- .. .-- __ I I 1 89 ., IN �_ 88 � pe) r< 4 . - 00\" ,�� - I I t4il) % — I __ �_ - - -- - tjr�uji- - - . I I K) 0 f'- TD = 81 1.76 \ \ V 11 "I — - - - - - - - , . < 11-1 . �, TD/TC = 810.6 1 to I --�, *�,N"',--" I . . . I , , 04 ---1 4- 11 I �� 1 "i 126 z - I Q� \K cr�, 1__� — _­­_ *_� �%� � 0) �_ I I I lli`� ( ( , \\ \ ,", - 'lli — — __ � -iiiii— — i ' __� , � 4 1 i I (/) i STA 42+8160 BCR -,,, 4 , �,_ — --i — — . I . . PT = 42+ � I 110 ,,>" / � \ . , / I I -I.1-1.11-114m --i — - I 'iiili� 1-1 ll� �� .�8,90,1 TD/TC = 81 O�59 \\ 40-e r--% — �� _­___­_4-t,!(� -1 -- 11 I ­_­­ rz_,_� ' I �. i I INTERSECTIM- 81�49 ECR - I 80+00 � I I � 7 o 81+0 � (TYP.) "i . ". 711 1 + 0 (O I CL �) \ CU,RVE 'TABLE -1 STA 77+44,,34 VIA DEL SUENO ,TD - 811.00 \ik\I . *- I I ` I k, i" + � I I I I 11 ii. 11-1 R N r%H I 0 \ I : S5,5'16'46"W , . I \ R = 55,C O' I . I I 11 I �, I ___� STA 10+00 RIO LADO \ N . N , 0 ll� ­__--iiiii -_ I � _Z_.l."I! � ii = 109. �7' . 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I NOTES I I I.-Il" .1 . I . I I \\ \ , -I \ \ ,\ k ��_, \% . I I . I . \ I \ I k \ I '' I . � � \ \ , I 1�� \ . I 1 STREET SECTION PER TYPICAL STREET SECTION DETAIL "A" SHOWN ON SHEET N'o. 2 1 . \ I VIA ANZUELO 0 1 1 \ \ \ . I --I .. I __ . .5� 1 1 � I . \, � INSTALL A.C. DIKE PER CITY OF ATASCADERO STO. 418 . . I . t-J, PC :.--' A_ I \\ \� I \ \ FOR UNDERGROUND !MPROVEMENTS SEE SHEET No. 17 (D I I I . I . 11 I I , . I . I . . I \\ I I . . � I I (D INSTALL STREET MONUMENT PER CITY OF ATASCADERO STD, 426 .I . . . \ \ � \ 63+12110 \ I . I . I \ \ . , ' \ \ . I . INTERSECTION STA 14+05,15 INSTALL OVERSIDE DRAIN I (D INSTALL STREET NAME AND STOP SIGN PER ATASCADERO STD. 427 .. � I . \ \ � I I �� � I � . I \ \ , \ 1\ � R = 750,00' TA 13+84.70 VIA ANZUELO PER CALTRANS STD D87 TYPE A I I I . . I . \ � \ �� I I \\ \ L =.,514.21' STA 30+00.00 RAN E 2 CY 25LB RSP (4' X 8' X 1.5' DEEP) . 1 I . I 1. 0 - I \ . \ \ \ I D = 39"16'57" 72) 1 � . . 1 63+18- � . � Illllllt \ I \ \ iik . -_ -_ -_ - - - _ - - .- - .- METHOD "B" PLACEMENT -­ FACING CLASS . . I . S�A'� .. iii, \ � I I 0 . - _.. -- - - - — — — I 000 ,;;;;, - -- -_ ._ -_ - . -(/)iii- . . . I � i lik, � \ \ I ,� ­ ___ �� — � ___ - - (/)Z 4�� � I . � I \ - ----- —_ --- ­_ - -­ 4,j - , � I ilillill, � CP \\ I . — — -­ ____ _�ii,l­ , . —_ _-_-i� _____ i— _� ­_ . Q 144 -:) '7�1 . . 11 il, ., � � I A - \ " 1. � _�_ I ________i . --i-ii., -_ -_ 0-.Z Q. � I I 11 0 . I I _­__ r 4Aj . . I � _. , _____ . 14+00 ' - -­ , cli ,I, I . 1 I � . . \ I 00 I IP . _� __­___ 13+00 _��iiiiiiiiiiiiii�,�,,�,,,,�,,�� ----- - - I I I � � )i . � \ - - . STA 14+32.65 EECR �-v)J� "o // STA 18-i-,39.54 INSTALL OVERSIDE DRAIN . � � �� I - - ......., 'K i D = 8 � ___ I I � I I \ \ 2 ,__ _� -1 _­­__ C � �j , -_+__ 1--iiiiiiiiiiiiiiiii�04,86 1,5+0 --i _-, �_ -I_ 1 "4 I I I I Ili . I 10- I- . �____ .. --i-__­�­ -,-j,- 0 �,_ �, 0) RSP (4- X 8' X 1.5- DEEP) , '' � I I _� __ Ilk � I I " \ -I--, I-- , 0 ____ _-4 , - 1 \7 1 , I I � "Ili, � I � � , ? \ I STA 10+42-27 ECR 1,w) li . """lli"i'lliiiiiiiiiii'lliii-i� - �� _� ,,- -A PER CALTRANS STD SPEC (SEC 72 . � . I I �"` \ �_, - gili'liliimll___�­ . `ll`iiili`i`i� t-iii,iiii- to .0 I . \ = 809.46 __ " "----' I .,illi 1:10.1via -------- r- � ""i'liiiiiii,ii, _­­_ `­_ __ METHOD "B" PLACEMENT - FACING CLASS I I I iii .,illi 1:10.1via , 0 C4 ____-i I ...,I 10.1:im I Ii, I , \ . /--,\ _­ 1-11 I--,- /--'\ (TYP.) ,-- 4---i'll"............. r� i1i"i":..."i m)-iiiiiiii�i,,iiiii-i, / / _­__ . 1(� . I � . ll� � iiiii, . \\ .00 \ ul- _`­ -I--,- - 3 1 --ii'll' ­� � liliva""i cj ___-___1 � . .(0 16,�00 . ___ I- I . I � m � li� I I \ 1� -1i w_`i`ii`­ 14 X0 __, STOP --l-iii- ___­_ . V.- �� R = 1 000,00' I I 1b. 1 64+105,48 1 1_� 11110 ___� - -, - - ___� / 1��I`ili`ll - - __ -0 . I I � iiiiit � -- �­ I JT : 1. _­ 1--i 1 .zlic , __­­ - - - ­_� ,-",,\ /� ­'­` _____ -iiiii­_ 'i __ L = 198.46' 11q � I � 0 . , ­_,iiii- \ \ 7 . I I 6, , - � I � � u) � 1_,`1 �i�A�00 11 4 I _­__­ I - -- I \ S,TA' 30+47.95-B63R_ _ ./ I --,,,,-,, '-, ,� ..a I \ till'i "'i _4 I q \A lk __­_ ,­ -- _ -- -_ � - ­__�_ ____ - D = 1 1'22$15$0 It I I I vol 00i'll'% I � Ni * -10 __­­ - \ -, -- ­_ _____ / -11-1 "' 1� -_ --A � I . iii � ll� \ \ ii'lli o il� 0 .---i _. � 7 BCR Ir"N --- "", ­­__ 00 . I . 0 %iiiiii , �_ __ I STA '13+34.5 1 `�_ -- ­­ " I � I , _____ I I- - I � I . \ ,, ki-N x A?� . I ill - I- TD = 805-30 . 4 4-_� -__ .., �+ ii� .� I �� __-, ,_ V'\ Q__ � _5T:� . __ I I t w - _J_.- ­_', I I- ­_ ", I (N � I . \I N� 0 - ,�.00. ......, N , I \ _..A _., � c') -_ -_ - I \ 0 _�_()o 0) -.l 1: A- �_ STA 30+47.15 EC C) Ld ­-, _ii`� � � __1_ -_ - _. .,- . 0) � I I I I �� - 0 Ivc I", � 114 � % �. 0 .-`--I� ,_1_1l -­- _-­ �,) TD = 805.0 R A, NGH E4 � ,_ "i`ii� __�_ — I 11 � � ,� I I \ \ � . ­_ 1 .::5 - __�_, _­­_ -,i—--mit— —_ J% I I I \ .,,A -..,,,,- _-, , I 1 CIA) I ­� F16_'_____1� - a a -_ _ � � \ I Al - �a ,,,* ---_,, 1-iiii --iii- - * STA 20+72.31 ECR I I � ,---- ,� V- N I-,- __l _____ I - ,� L . - . � , `�) _­` �. � I Ill ., ­ 1--iL 18+()o __­_­_ I - TD = 805.33 � 00 '1� I CP I ­­ �_ 2 iii-0 � I I . 1�� - ____ f . -_ , i � I . \ - 1-ill, 1 121 ­_ ,­ �­� T"i'-ii-i"i + --i-,iiiiii_ — __ , — � � 10--4 1 ___� ^ "'A I I I 3) " --iiii, 11 ___i — . SfA 10+47,90 8CR ' _�_ U 11 I �­, C;;, . ----- -, 2 1 1 INTERSECTI � I / _� I * �1, ­­__ 1i 'Iiil`l`� 0 . I _­­� -- -- 1. � I �� \ I + - -1 . ,�,T/li 38+97.22 PASEO 'DEL LAGO / TD = 809.38 � I . -ii­_� . _____I -_ I i I -_ �I � -,- 11� � � 19+ I I ----- __, �­ . / � STA 10+00.00 VIA ANZUELO y0l 0 � . �, _­_-, I . 00� I I - � I ) I I FG = 809,,88 \ - ') 1 � CJ � "I � r_-_5 _­­_ 11 . . I I --, , �_ - -_ 11.1i I jj� VIA DEL SUENO I \ 0 1 1 �, I _­,�7_� � _--iii- � & I ____ \ V-1- � � I -_ ­­ �!�� .1-i'lliiiiiiiiiiiiii. "" 1--ii- . I / __ � ill � . �1/ , . _;� I . "�l .I- i"11111111111111 I I "i \\ to- � I _­ --ili__ ilii­,,i�i�ii�ii,,i" I _____1 I I ? � I ii � I I . ,it,:� __ ____ __­__ N 60-41,0'go ,�1 20.4-0() - I I I i-, ­_ I c I —_ 0) \1 I 1 . \ . I I . � � . . �A -_ - .-- _­--ii,i I � . I 1. I , -,, . 287 7,51 1 . - CITI I I I \ , , \1 I I I I . N4 I "i. �_ I --i "+� I I � \ I \ . �� . I . -� �_ - _____ --iiii- I . ------,1 21+0() � 8 I I I �, I . \ \ \ ________,___ ­_______________ -I-,-,,---___ ­ . � . _--i '5 I \ . . -�1+42_i2- ' iiiii `� . 96 � - . .1 I -,. � -- � --i ___i`.i_ , - I . --i""01,,61 1 1 \ \ CURVE TABLE I ­­ _--iii—, . co , \ ST A. ` � . -14' 1 - `i- , I ,-------. _ii----m­_1j_.__ __ ___ QO - - -_ -_ I \ \ , . \ � I , + I , � ____ - ---I I I 0 1 1 L i � � CU-_R_-V­E__,___ LENGTH RADIUS DELTA . .1 � . — ,� ___i_ --i -10 7 t i I . \ I il� , . `i4 � I ___� ,'-ll(D,3 (TYP.) . \ t \ N I lit C1 48.84' 30.00' 93 1 1 � __­i`ii,_ _`iii`� I 11 I - ___ .a§�L'3_!��, - I . I'll - - I I . \ \ A- . . . . ll� � � C2 I . 95 .ii 1-1 - -- I . (i� \ '\ � �, .__ 49.36' 30-00' 94*1 6'41" I I I�0 2 INTERSECTION \ . I � � . C3 . ____.�25.1181 766.00' _ . 391 ii 1 1 1 I I .+ I I . i \ . . I STA 21+27.11 VIA ANZUELO I � \\ \ . I it � iiiiiii C4 203.44'._____L34.0V -...�­.___.i2i51!_ � I 4 I I . I I STA 65+20.33 VIA DEL SUENO . I . (i � C5 _' �A � . 10 � , I FIG AT CL = 805.42 . \ \ \ 1\ � � ii � - I I I wAi—iiii-203.80' 734.00" 15*54'31 \ olm I ­A­m__­A­-­_ � . - + \ C6 � 203.23' 981.00) 11 150'1" 94 STA 20+85.87 BCR i \ \ I Ili 0 ,". ­- 'IN- — I I . � , I I I I , � . . 0 'I C7 201.64' ' 1 Q1 6.00' 11'22"15" 1 . I . I I I 00 I I � \ \ I \ \ . Vol "i , .­_ _1___ ,, , ­­, . . I . � I I , I I I I I 6i I I \ \ VOOI-11 � V � � ill, \ Iii . I ll� I � .1 11 I I � I I . I \ \ \ I \ lillill, . I . I . I I I I Cr) \ \ \ I . / I I 1 (7) i \ \1 I I + . . I \ \ \� \ � . il� \ � \I I . I � . I . � I . . 'i I I I / a / /,,1-7"-� �I � � I I � I I � I . I . I I � . I I I . . I � � . . I . I . I . � I I I I I . I I . . I . I . I � . . HIGH POINT ELEV = 805.58 1 1 . - I . I I I I . I . I- LOW POINT ELEV = 804.60 � � HIGH POINT STA = 15+93.80 . I . I I . . I . . I I LOW POINT STA = 144-05,15 1 1 PV1 STA = 15+98.84 LOW POINT ELEV = 804.09 1 . � . I I I � I . . PV1 STA = 13+86.49 PVI ELEV = 805.76 LOW POINT STA = '18+39,54 1 � I I I . I PVI ELEV = 804.38 �= I I � ­_­....­­­­­­­�111-1--i-111--l-111 1-11._­11�1­111_­�__­1_1� -"�-11-11,�l-.,--�,,-,.�.�--,��.-�,�-�,-�:"""-...-�.--�,�.,-,.'ll'...�-1-"I�� '-�-,I�-,I��."�,5-L-'��-,'�.,A.'r =,,�= PV1 STA 18+28.07 1 , Y1111-i , I I , :�­, ......­...� ­­­_,_._,_._­..........­­­__­­_, _.___A4,0�_I—- 1,4a______-_.__1--I---._1-.._-------­­­',--,----1-1--1-­-1-11-w-­­1-11.-.111111-117-1111-1- 1.___F_1--1-11- ,­-.­-.-­­--­...........-�,�,-,!---�-1-1"-,---"-�--l-11-11---,-"�1--l�'llI-�1--l�-11�-1--l�-1--"--,�1-11-11-�,-�ll"�-,--T"---"---�,�-,-.�-,---"-�---�,�--�-I ,- I � , , , I � I , ---�.,-.--�,----�,r�'--'--"�-.,�,,,,,i-�--,�.",I�-,--"�-�,-.,-�.",�-.�-.11-.1�11.11��,-��11_1_­_i r I � I : � I I � I . , � � � � ; , s � � I I � I I z � I . � i I ! 1 3.9� � 7 � I I � I . 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"I I I. / e i I / � . / N / I I III& I I---- I . / / , xle / �19, !'*v I .1? . . 0 1 _- ­� I � // / /I/ k.-Y I I . I/ / // I I I . . . I � � / I *11� / / I I I / / . . / / ,, . / / I // I � I / / a I I / / � � / 4 1 . I I . / . / I . I / I I / , . I . / / I / I I I I . I / I " ""' m""N' . I // / I I � I / / / /// . RANCHO VILJ'O I � I I / / STA 42+83,60 BCR I I . / I I lt. / / I/ - . I I � I I I . / / I D/TC = 810,,59 1 1 / . I /I , , /�/ . / . � FOR UNDERGROUND IMPROV o.. 17 � . / � / I 0 . �0 ./ � . . I / / " 0 / I I r-,\j // . . . 4) 0 r--% I ! / C3 , / / I . . I . I . . . // e , / I . < (Z) I . / �)�) -,,,,i <4) � I + I . . / / -,Z Q \ . I V_ I . I I ,/ �� // / t"VI ft� � I I "_ I I . R = 300,00' 1/1, // / ft.j . I I / / _� . N . I -& 20 . I I . I L = '306.61' 1 /11 z / I �_ CA L ER - D = 58*33'27" lzl-. "I, / . I / / I _q ___1 I-- __ to STA10+46 ECR I I I . I �� I ,_�Z / I . .. 11 �1. (6 E IT I . I I . -,Vr . ;111 I-, .1 � I / � I '1� *__ __ + _\ � N � ""I, I / C9 '__� _� 2, V_ TD/TC = 808.81 1 . I 1`1 I _/ / 1. / R 4�; 750.00' 1 1 . [ P�J=: 0461,98 . u') . . - I-, �_e , I I I � '__,1 -___�, ___ ,-, _� I, I Lj - S.TA 10+46 BCR 1 124 . m � . 1_" ,,,� // .I / ;� 122 � �Q 1 125 1 ,,� C15 I *i_� I . L = ,346.36' a 123 6 / r .4�, 1 . . . �_ cn�_ . tn I . + . I v I / .�� � ____11 �, .�_ D = 26*27'36" li!� (n Z =) "`� - _TQ/TC = 808.81 . � . ­_ 1___111 // ... I I ", ""����il"����Ill"",;;;":Ii�'ll'i��'ll!�iii!!iI....�,�����";!!!��":,��;;;,;i���ii;i, __�_ , . uj bj n. I + + In" z /--\ --- z I . / 11 1 I 37'.A00 I ____ -_ � Q) 0 m STA 35+50.36 BCR - . . STA 36+42.36 ECR N . �2� -1 -_ �\,�,O() / 1-1. / I --,- � - - - (1)W -,_ 808.17 TD/TC I 11 in . n 11 I �_ 11 I .11, . ______ - ,- <U) ro 808,82 TD/TC ., ., � �_ �_ I I � / / I 1__� __� I _____ _____ - - - - _I;_ - - - - - - - - - , - < \� . . 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S 60'55'37" E 595.9,3 1 I __� 1 � I 1--el .11 I,- I � I. / /I I I v _� - �_-I--- _____ (D_(_T�r) V_ 11 5 . � I I . a mp.)� I �� �� ' 'I I ,,---,- 1--,�- ,, I C.) I . . I I . I * �_ __ -. _______ ____ . � I I . . - ".,..,-���.-.��....�." ."�,��- . I . ___ I I I I . I - I --.-.-----,W I ---I- - __ " *1 I I I � I . . / . . , , -I--- __� I � I __­__ _� ­ I. . I ­ . �� , �_-. _� 1.1) __ - - - - - - - - - - - - - - __ __ __ - __ __ - - -- __ � - - - - � ____ I 1: - � � . I / / (:b - - -- - - - - V)�_ I - -- - - __ __ - __ __ __- __ - - . V) I I . - - _. I ;� I ,pogli��.- I I I MMONA0190AWN.Oft I - -- - ') __ -2 __ - - __ ­ - __ __ - - - - --- __ - - - - - - __ - to ;� tv� _* - - __ - __ - - -1 --- --w 2�­ -- - - - - - - - _to - - __ --- - - - __ __ __ - __ __ - -to - - - - - - - __ - - - - - - (4 � . , / I . (11) I to w w uj � 1 2 . I / / ,� . 06 0:2 '06 INTERSECTION V) . I o6 * �; 12 1 . I + . w '* STA 35+96.36 RANCHO VIEJO . I N . 'IQ to I I I t�o 0 :5 00 114, 1 �0 / I 1*0 <V) C� + + . I I Nn . I + . N I I . + � - � t STA 10+00,00 CALLE SERENO 06 . �+ . __ . + " < (Z) n . I 11 I 0) . I I / I� n . nn . U)w - A FG = 808.31 + N n I . / . n . N I- . I I � I ;� t"') ., . I - .. I �. I / (0q If I ;!� I P_� �1� ;� I . �� (f) ., . VI � (O �i . I I / 120 1. 19 118 - �_ , U) . 117 � . 1.16 . V� I . 0- 11�1 � . � / I I i_ 115 114 1 113 . . 112 - ill I / � � I . (Io I I � . I . � I . I / I � I . I I . . I I I I � / 11 I I I I I "I / I . . I . . . � . I I I I � . I . . I I . I I I I I I I I . I . I I I I . . I . . . . I I . , . I I - . I . � , I I . I . � I � I I . HIGH POINT ELEV = 811.51 1 1 . . I I I . I I � I . . I I � I I . HIGH POINT 113TA = 40+89.78 1 1 1 1 NOTES I I I . I I I � . . 1. I I � . PVI STA = 40+,89.78 1 . . I � . � I � I I . � PVI ELEV = 811.77 ' I � (D STREET SECTION PER TYPICAL STREET SECTION DETAIL "A" SHOWN ON SHEET No. 26 . . . � I I 1. . A.D. * -1.40 1 1 t I I . I I I . K = 107.14 1 . . . . I . I . I I . (D INSTALL A.C. DIKE PER CITY OF ATASCADERO STD. 418 . I I . . � ..941�_� 1 -150.00' VC � --,M.. . . I I I I . I . INSTALL STREET MONUMENT PER CITY OF ATASCADERO STD. 426 1 1 1 1 1 (�) I . I I I . I INSTALL STREET NAME AND STOP SIGN PER ATASCADERO STD. 427 . � . . PROFILE OF RANCHO VIEJO co I I 00 If- , . I . (� - G) I r­ ,�t P�' *t fl- C" . . � . I t 'i N ,4 N, Z� 0 11� * . I TYPICAL TD = CL + 0.18 . � I'" v-: . (0 v_: + V_ . . 0) �_< , � . I I . � + v1_ I +, v- C4 00 0 z I � � I , 14- to I �t 0 - . 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V) to N I N / I I 11 �, ::t�� ---�, 0 \ I .N I I - - - - - _ . < - �a_ - - - - p1l) R .= 85.00' r" / / 11 �_ , 1_� \I STA 13+47,77- BOR I L = 137.94' -,% , �_ - - to - - I I I 1_� 1 "`�41�11 " \ IV- % , 914i . - -411" -1,"`\ I'll \ D = 31*36'45" , _� or .� - - - -- - -1 .- - - - - -4- � - - --- - 11 I INTERSECTION L = 312.02' / / "' t�,. I TD = 810.88 . I �t' . . rN \ STA 10+46 ECR I -_ -_ ---- __�______� 11 A I ____� STA 69+63.06 VIA DEL SUENO I D = 210*19'22" / Pq I I \ Lol . I \ k-,_­_�_� I ��_ I I / . . -10 Z . .., ., - I f-1 - ����_­_ 5+23-58 * I I C, I TD/TC = 808.84' . __ 1____� - I I - 1_-� TA 1 CALLE SERENO / / . Ill, \\ . 0* * \ \ 1_� I---- ll� I FG - 807.58 1 / I I I .:I Q) � to . I / %� 1 2 00 .�_ 12+00 " 13+00 15+CO 1 1 5 .__l I----- 1 V_ - CALLE SERENO14+00 I / . \ . I ,� - - - -- �_ �_l ll___� -Pl), - � - I __ _____+__ - I - ,4� I I / / / ' . 4 1 . I �� 0 . 0)�__�' _� \ . 4 T-08F t-3 2 3.6 6- + 127 - - - - . - - - - - - - - Z_ IZ m ---- - ­___ 4 1�1 "tl �o I, N60* � I / STA 13+41-81 ECR . � I , -----V) -t",_,- "I . ,---" I--,- . __4 � 8 _- I I Jqi I ,v , 1 . . ".___, - - - � - 2 - - ��-roo I U ­__ 11 I --I I I -oi- I I I .�s / I TD I= 811.00 PT 0 ) (6) -� � I - - - w,-- �,_�i � l �, �-__-- 1''. W1*83.06 1 C) EASEMENT -_ -1 I --­ _ - __ -.-$. f- I I I C) . . . 11--l' . IS I I I _0 Lo . _� -__.*_ - --t - - I I + . I 1�1 - 80+00 u 81+00 I I--- I I _�____ + V)�_ _t � I . I " � . -_ """< w . - 09.92 FL I 1 3: a_ 3 - - -.40 - - - W* . - - - - - - - - - - - - - - -- - - - �_ __j . i � I I I., (n (TYP. I_--- - (O �� � -1 I,---- __ �, I . uu-1 w uj 3j . 0, I I I . I STA 10+47.58 BCR ,--,*" ..,_.,_--------4t.1_ � , ­­__ I I I I �___4� � � I--,- _,_ + 1) , I oz . ­ � STA 14+77.58 4 11 + � � FTD = 811.76 ` .. . . I __A_1�1 LAJ Uj I __ �2 =) . 3 -0 <�j . -.4 8 1 . 1�1 I 0 , C) _� < 0- N.) � \ "- ,,,�,- . I CR 10 \ 0-1 A , 'I-,,- 1-1 I 1 . (1) � r -S I-- . I ­ 1-I . 11 0 �p. i U)w . + e I'll 11 I -_�-------­ ____ . �dlj00w% N i �_� IN V_ QI I . I . I , ,- ,,-" ­� _- � - I __ .___� . ,�) ." V) 0) N 1� ---k- \\ L"** ll�l , I,, � I < I I I �= 11 x _____ _1� -- - - - - - -----�­ - le- - C�, . I I .-A . � r" �� 6",�0�3 I----_____ � I - - _4t_ - - -,- .. > I I I . - 11 ,w - - --- - - - - - - - - - - I w� (C-)\- .� io I I �� , , \ \ � I,--, I 11--l", ... _--:7 . __11 - I - -_ �, 01% , 0) (0 \ I \ llk��_ .. .110 I STA 10+46 BCR I I I . \ . �j 1_� I I �-� _____ to _ 5;_ - - - - to I \\`l_ In D/TC = 808.81 \ 1___�_ . . lc�A �li 2 0 \ ',<- 44., I 00 I \ I , I ­_ I ul)I t6 0�_ . 1. - I �__ I I N, o- 1��\ I � f I 00 W m \ ,--',,,,- ,- CTI, + � %_� k,00 , I � STA 10+41.63 ECR I I ' ' " ,-- 11 �_ 0) INTERSECTION , I I I R I als, , ,A STA 3,5+96.36 RANCHO VIEJO I � CURVE TABLE I 91 I I TD = 812.17 1 11 3' (T`�.) , . I w",- ,- . . .. r- I " �� . . I o_l N I ­_­­. - -------- . I \ , 1� STA 10+00.00 CALLE SERENO .. CURV.E-w- LENGTH RADIUS DELTA-.-- . __r lom'o I 11 "I'llo 11-1 .� I I . 11 80i t1i � I . . FG = 80&31 . I I I (") I .. I 4 1 1_� I I �_ . 0 1 1 m 0 1 1 � . I 1-1 . a- + Al \ m I I � I I \ 01 I . " � � \\ C! 146;76' 2.66.00, 31,36'4 1 1 1 00 , I - � ot , I I . , Q� I I I . \ \ I \ <) C2 129.1 1' 234.P. 310 6'45" z I I (d I I I \ � . - - - , _ -4 � " I I --' C I I I - \ \ . I I m / , Z" I I . 4z \ I �� I I I a I I . I INTERSECT16N � \ I I I z I I . / 4-89.88 "A DEL SUENO Q) � � \ \ (:,� I I I I � // A_ STA 78 \ I "I . .V_ STA 13+89.40 RIO LADO . � I \ \ I , � � X / � .1 FG = 8,10.29 1 . \ . I I -____ STA: 71+03.0 - + � IS TA: 71+03.06 . 1 / IN // , , .. I � ­­------- - ___j__i_---------""aw.meowa-I I \ \ . - I ­­ - j-f- ­______ 0 --------I--- p . 11 \\ \ . I I I I i . / I / � r ..). . \ k�i \ \ I I I . I / / NOTE: SEE SHEET11 FOR CURB RETURN DATA I �or \\ , )(� . � � 1,40�� . , , (�> \ I I I I I I I / / / / I . I I � I I . . . � I I I I . � \\\ , \ \\ lk I � . I . . . . . jr I I . I I � /// I . / / . I . I I � . I I I I I I . " / / , � . I \ \ \ .. . . I I , I C� /// "I / / INTERSECTION I I I I � . I I \ I . I I I -- I I I "" � / STA 77+44.34 VIA DEL SUENO I ... I I . \\ I I I I I / / �� // STA 10+00.00 RIO LADO . k \ I 00 I FG = 81 1,01 I . . . *5 \ \ � I I I I I, __j / . + � . \\ \ \- � I // / / / I I � �� I . \ \, &O's I I I I , I I I I I . . . � I . I . . . I I . I . I � I VIA DEL SUENO . I . I . I I SEE SHEET 11 . . � I � . I I . . . I I I I � . . I � I I � I I . HIGH POINT ELEV = 812.69 1 1 HIGH POINT ELEV = 809.52 1 . . � I I HIGH POINT STA = 11+64.70 . I . . I I + I . . . I . HIGH POINT STA = 12+09.64 . . PVI STA = 11+64.70 1 1 RIO LADO ' PVI STA = 12+09.64 . I PVI ELEV = 812.,99 1 PVI ELEV = 809.78 1 A.D. = -2,40 1 1 PVI STA = 13+40 TYPICAL TD = CL + 0.18 . I � A.D. = -1.40 1 K =1 41.67 PVI ELEV = 810.88 . � I K = 107.14 � I CALLE SERENO -_ . � I I . A.D. = -1.36 . I . I 1 1 . -A*_--_----_.. 00.00, VC, ----a- K = 36.72 , . 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I // `�, ,�,� , ,�� , I/,g<( \A/,A DEL �'WENO — UNDERGROUND A S S 0 C I A T E S ,�/ � 4/ -p- I I I " � \ i:2 —�--o�--I � , , . I J , ---- , I - � - . --------1----1--11 —1 I - . � GRAPHIC SCALE / "I �� I , . . 11 1*k �z . I 1 04 INSTALL 1" WATER SER\ACE PER ATASCADERO MUTUAL WATER CO. . i-5i, - I M � I � . �I w. *� Z, T11 I I I I I I / " I 1A 11 , 1 40 1 40 . E N G I N E E R S ;� 0-- m , , I .,,. � ", 11 0 20 80 160 1. No, C33760 X I �, AT� DERO, CA I I I / i / - —.---.---,-.--I , , � � i, — -,,,,- -----m 11 I 11 '1�1, 11 ,XA . ��) INSTALL AIR & VACUUM RELEASE VALVE PER ATASCADERO MUTUAL WATER CO. STDS. P L A N N E R S ,� f - I------ pyr I - . I i 1p�2 " . I I /A, 7 I 1-1 - Exp, 6/30/02 .�, / I 1. "I I�"011 I 7!,P11111 ---- ----- I ,- -I--- I -- ----. U-momww^w*""."W----,---�----------,- . I ", /, � 1, / 11,1,"�/ *114 r---\ 1. --�W-- -----. I, I I I . 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I I � I I � � I I � � I ! � ;l � I I � I ; ; � � L_ � ; I : � � � I : � , I � � � I � : I I � ; I . i � ; : � I I I I I � I � � I I � I I .1 : I I I --- ___ I -1 � : '----------.---------L.--..�.-,--�- - I : I I I I - � - I -_ .----I---- � I - I I I � I - , , _ � ; � ---� I I 1, I � I I I - _____�___ _______ ._____l_______:-____i_ - __ . ­__ ---i.- _1____..i__ - _L_ . � �_ I I ­__�-_ _� , I-- I -__ I '. i -,------ . . I I 10+00 11+00 . 12+00 13+00 14+00 15+00 1 16+00 1 17+00 18+00 19+00 . 20+00 21+00 . I . . I I . I I . . � � NOTES . I I I I I . I � I SCALE I . . INSTALL PVC C-900 CLASS 200 WATER MAIN PER MANUFACTURER'S SPECS. & ATASCADERO MUTUAL WATER CO. SPECS. 1"=40' HORIZ. I . � 0 104 INSTALL STRODM DRAIN INLET PER ATASCADERO CITY STD. DW(3 502 1"=4' VERT. . . � I I _____ ­-------- ----------j . . .. � Q INSTALL 6" FIRE HYDRANT ASSEMBLY PER ATASCADERO MUTUAL WATER CO. . �D INSTALL 40 LF 18" HOP SO S = 0.50% . . � . I I I . . (D INSTALL "WATER VALVE PER ATASCADERO MUTUAL WATER CO. /--\ INSTALL .3 CY-25 LB ROCK I I . I . 1 �-6) RIP RAP OVER STD. GEOTEXTILE I I . . . I I INSTALL 1" WATER SERVICE PER ATASCADERO MUTUAL WATER CO. FILTER FABRIC (60 SF X 12" DEEP) I � . . I I I (D ' I I I . PER CAL TRANS STD. SPEC. (SECTION 72) . I � INSTALL AIR & VACUUM RELEASE VALVE PER ATASCADERO MUTUAL WATER CO. STDS. METHDO "B" PLAC,EMEN T-FACING CLASS . I (D I I I I I I � r-\ INSTALL FLARED END SECTION PER . I I . I I � I I . I INSTALL PVC SANITARY SEWER PER MANUFACTURER'S SPECS. & CITY OF ATASCADERO STD. 702 & 703 � - I 01*0 ... __---,-,--,----------- I ... I I 11 I ---- -_._l_-­.l -111.1.11-.1­­------m--------!------- ____1 1-11- ­­_ -_ � . I _________________ ____ --- - - I­____,­_­_­__. I 11 I . I -, I (D � . I U7 CALTRANS STD. PLAN D94A . � I . I . I . I 1W 801.10 18" HOPE, I I I I R IE V I S 1 , 0 N S , rm% A 0% I I . ­___- ­ - � ____- p -_ ; ' . . I I NO. iY DATE DESCRIPTION . K .. z 1 4 1 �8 - HOPE SO I I I" FAu T ^27" 1 THE LAKES (PHASES 340M.No ,a ) ,,�,.­--_=Z��­�� (D INSTALL SANITARY SEWER MANHOLE PER CITY OF ATASCADERO STD. 606 & 608 /-IN . � T . _) INSTALL 35 LF 18 S = 0.25% . lo.e,, I I" - --I- . � - ,,,,,�­.,.,,,, . - ­ �,� '�X(NFES,3,104� , � . 11 . I I I I I I I '(D INSTALL SANITARY SEWER CLEANOUT PER CITY OF ATASCADERO STO. 605 � I I GRAPHIC SCALE . I -%q ,,,,_Z� I I N-I\ I . I a mon , / < --�, �� \ � � " ,�>Je"�� '­� .t\ � I I I � � I / , _�l . ,-A -4 14, . . 1 I I - I I I - - I � � Y,,Q ,,, �, [Ak . "IA ANZ' 'ELO UNDER`R"' 'ND 160 /4 1�_ v V u uu & INSTALL 20 LF 24" HOPE SO S = 0.25% 40 0 20 40 so 1�1 ."'. I I . I INSTALL 4 ER CITY OF ATASCADERO STO. 603 j K 5, I I . . I I 11 ._-__-_______l_____ / ,�,, -.w-4­__._m_.6____ I (D . i�il�iii�iii!l�i�i I pillill I---,- - 11 I ,� ��,, I . I I I I I I -1 � I I --_ ­ ­ I I - 11-1-1-111- -1 - I I l--­ I . 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STDS. � I /'/",�Z&,6),,?1,14 v At i(p ��, + 05 /111 . � " , , , �11 I 41 I I . 1 ) " 0 � �o___­�­­ ' . 40 1 � 'I,k�,'I' 't'#'N��,� "p"s�, Z;,� . _�_ I I � (D INSTALL PVC SANITARY SEWER PER MANUFACTURER'S SPECS. & CITY OF ATASCADERO STD. 702 & 703 . 0 20 40 80 160 ,,, 11�,-,, ,>� ,�� ;,O- RANCHO "VIEJO UN . . . �, I ,of _11;� - '�_� -____ . . I I I � .__ . . I I ,;� 1, __1 . C ,�i . I -7- I r . � ��� ,Z r� I ----------- mm-Wo.".000*00"m . .__­---11 . -1-1- _­­­ �.. .... --1-1-1- I , z La . ,:10 __- � I I I . . �� ?r. 1. 07 INSTALL SANITARY SEWER MANHOLE PER CITY OF, ATASCADERO STD. 606 & 608 1 __ - - I E N G I N E E R S �' � � No,(23760 , -- i-o-�o'. hmq_­N"­_­,_m__ - I . , -----I-- 01 . . . . . . I I 1 � � L . . . . I "'�111� . f� - I 11 . . ,4 1�,�P, CITY OF,�ATASCADERO, CA , I 11 ,��(5/��0/0 2 * ____ 1 .� -9--m--­ __ `,� "I ""I" ,,, I I � I ( IN FEET ) . . � I \ I I- ______­e2__z�L ______!]! (D INSTALL SANITARY SEWER CLEANOUT PER CITY OF ATASCADERO STD, 605 . \* \ . ____�L__ ____L �, wommomm" -_1____'v, , __ � . I inch = 40 ft, . 11, \; 1, fl� , -__� -I-1-11-- ­.-_____________,__1_ I . . ­_______ �1� ill / 11 "' .11 ,______--__1_11 - I I . . p, `-, (A�Ok , ."', SN, I -1 / li" I" ,��Ilil 11, , I �, u?" -..,��,;�, � 1 / I I "" ,�f , I , 00,1111, / "I �,�;� _*��,,,, ,,w e A, , - k j N 1, � ,,r , I .� . I I . �, � ,1� - " ,��',­e �" 1�4 ,I W, 364 Pooffic Street ,�<,_ ")[:( � , , . __ e_,!�,_, (D INSTALL 4" PVC SEWER LATERAL PER CITY OF ATASCADERO STD. 603 1 � I I �11,117�'Ix_ I ,,I� .�4 1 � -1 .� e--1.._11--.1 ""' _____ /,7 - cl,/ . - ­_.____ I . . � Son Luis Oblop, CA, 9301 . "�,_�_., 0,,-,, Jo �`" ALKENSTIEN R.CZ .3,3760 EXP� 6--30--02 DATE 9 EXISTING SANITARY SEWER FORCE MAIN ,(805) 544-7407 . ��� I 11"" R. F ----,---. I __ _ I --- - __ __- 1 I I .I I . I I. I I . I I bf`§dNtb_BY: DRAWN BY: CHECKED BY: I JOB NUMBER SCALE: SHEET- . . DRAIN I I . . 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I � I � _�­­_��_-= =���=�=�-���.-A----,-.:�,�rl",=�--===,�=� = .1 .1 . ­ .... - I =;_=��==-_�--�----4"=..t�=,--����-�-�=.�p--=��---�-r��=====.�=-..==-���=�...I I . . R E V I S ,I 0 N-.-'.__11 S I I-I_1____._ A ' 1 04 INSTALL 1" WATER SERVICE PER ATASCADERO MUTUAL WATER CO. 'O'.!5�--, 1 1 "I "Mows,mm-OMWIUW--W.won;"- ,­� I I I I 0 ­_ . TRA C*N T "'2 71 - S PHASE 2) ��._ 7(". __�", . I DESCRIPTION ,, /. , -r - - llmp�4-N�i I wwamm"Nopa"O""01 __ ______­ I '11'�V;S)v :-�)Sk I I -"-- won Www" I , I I - I . I I I 11 <1, 1-111,611,"I , I � I I I , � I � I INSTALL SANITAR",' SEWER CLEANOUT PER CITY OF ATASCADERO STD. 605 o�= __� V 05 c on I � "�") I 0 , 0�.�ll VALK4,-, <�,' - I �­­­__­_­­ .­ � __ I / <�QN . 1, I ­ � , , /V ,-, I . �,,�( A,�', >1 CALLE SERENO & RIO LADO - UNDERGROUND _" I Ill� C', ,,,, 4n?� I Y I �� I - � 11 -- ,� ��___,.1 mqAPw4_wd.__..�__w__....... I -mum-N-ml­w.­_.,_,m_m___ -, I C6 , INSTALL PVC SANITARY, SEWER PER MANUFACCITURER'S SPECS AND CI-IF OF ATASCADERO STD, 702 & 703 1 1 :kl% . I ,11 N 11, -%%%=___­ ��j 11 ��­ , i*� . . wAm%"**lw I . � " ,-, !Pl I I ' . . -0-6" . I /­__\ . � z ' :V �__- __. 0% I I . E N G I N E E R S ;� � "T' � � C I . , 'r No,C33760 I ,,,�� 11, I �D INSTALL 6- PVC, C-900 CLASS 200 WATER MAIN PER MANUFACTURER'S SPECS & ATASCADERO MUTUAL WATER CO. GRAPHIC SCALE . I I . 10 I I I . I __ __ I �el �e OF A , .CA I I I . I . . - I , I I 1 z;��______ � � I I ______l�'___l__/ ____ 1�1�I TY -- /"-,\ . . ap,6/,30/02 1* .. " / �,, "I /I 11 1 40 0 20 40 80 160 11 * 11 I ''I A 11 I 11 At 11 1-1 A � I " U8 INSTALL 45# BEND AND THRUST BLOCK PER ATASCADER0 MUTAL WATER CO. STD& SURVEYORS I I I I I I I I mom"wm I I ., ,,,, ,", /el "I'l I/ / - - - . I . . . - I - I . I "I I I I 11"'ll I --l- I �t _� ­ . I � ,,I civ", I I � . 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"I I 11 . t � 1 -7\. 1 � I I 4�­- 1,24% --,-' I i - � � I � : j I � I I I I i I i PHONE LINE EXISTIN6 2"' PE GAS MAIN 805 � __111__1_11_," � �,�,��l-l���",",.,-.."�..---,-..--�"S,-f. _w_hjDP,C_7S'7, 1-I 1-1-I— I t � I I ; ; t- 1.11 I � . � ;, 1 - ­ " �' I 11 . I 1, (Ll,',N,KN0W, I4- -DEPTH) t I �l � t .11. "I I . :� I I i . � E , I . r�7('UNKN(JWN'DEPTH) I � �RA/N i I I I � I I . I . I � � ; . � � � ; , �l � - � I , � � I` I� I 1, �I I ­ I��. I I � , � t � I ; - I `_­ '' OP4 I �'. i� 14, �. ­ 11 . 11 �I _ ", � , I I � 1 2 1 1 � I I I I I I I i i : 0 � � � PROPOSED:� WATER LINE TOP OF PIP PROF0 E- � � t I I I , I : i � � I i I � �0 � � - -1 � � � �i I . ' � ' . � . , I I I , ' 00 BEGIN 18" �l 7 _ '� � _ 0 . � �q -_ ,; 1\ , 1 1_11 I - 1-1-1111111 .1- -1 I­ ­- , .., "'.I 'll �, ­­ ­­ -j__ _,,,4_ ,"_ . _�'.__,_!l ­­_" ___'__ _ ___. I'll,1111-1 11.1'.. ,11_1 I .111.1. 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OWNER'S RESPONSIBILITY TO VERIFY THE LOCATION FOP, EACH UTILITY SERVICE PRIOR TO TME INSTAL..ATICN OF 'THE UTILITY COMPANY FACILITIES. JOINT TRENC'M DETAILS.0,ft,",ft-,,. L E(3"E N D i IN FEE'S } 1 inch 0 Vit. f TRACT BOUNDARY awm� mom* UTILITY COMPANYAPPROVAL 6" MIN, PROPERTY DINE �_� UE R -7?1A 24# RII�IT�-QF 'AY r�,f;L_ CURB PACIFIC GAS ELECTRIC COMPANY MATE BACK OF CURB LK r �_ GUTTER SIDEWALK � PACIFIC BELL DATE I ....�.. ,..�... _ _.�...�. .�.. a TENS, . �,. EASEMENT PRI BOX LOC, I WATER MAIN -811-- W vTlCLIFt COMPANY ATSANITARY SEWER yQjr SdECTION STORM DRAIN NPIE-1 r ° EXIST. CATER LINE t, �_ �_ W tt .._ EXIST. SAN. SEER _...._ _.__...___ _..___..._ __ ________.__._.__. ___._____ CHARTER COMMOWCA71ONS DATE EXIST. STORM DRAIN . UEE� T �` EXIST. GAS _ G M G _ � , R << it GAS MAIN G G ATASCADERO MUTUAL NATER COMPANY [SATE Cu EX. S.S. MANHOLE _ S.S. MANHOLE -w- - S.S. LATERAL S CMIEI"' � ASTEWAT R OPERATION�SM w DATE MESECGWAR ° FREE L LIGHTOR STREET T 'WATER SERVICE _ � NOTE: PCE, PACIFIC BELL, CABLE TV Lm THM mw WATER VALVE AND GAS ARE ALL IN THE SAE JOINT PACIFICL TRENCH LABELED "PGE . y FIRE HYDRANT Iyx� �P T.V. EX. FIRE HYDRANT ..� �.. .�.� .�. .___. ! GAS STREET LINT TRACT 2271 THE LAKES PH 3, 4 E V I S 1 UTILITY TRENCH NO, BY DATE DESCRIPTION ES S UTILITY SERVICEon COMPOSITE UTILITY PLAN PG&EBOX EXISTING PG&E BOX '7 PG&E ELE TRC�LIER E N I N E E R � . ; r e CITY �.e S A, E , CA PAC BELL PEDESTAL ".� tialL,"ew r SUR V E Y 0 R S SSIMI ` >`I ACCENTED BY: T. DATE n 1 a 364 Pacift Street Son Luis Obispo, CA 9 e ` JOM R. FAL.KENSDMH STIEN R.C.E. 33760 EXP. --30-0 GATE CLEANOUT (80 ) 7407 DESIGNED BY: DRAWN BY: CHECKED BY. JOIU BER SCALE. SMELT: KDW KDW JAF 000377 40 ZI OF 28 _----__._._ ..__Ap__..___._n.n_..._�-__� /00 '' � . kP ,z -� 122 123 124 CP, 03 _ ..�w......., _,...._...w., ...,...,�..... .,_,,.,�.,...,..- .w. +,,,,.,..w.., ..,...»,_...,_ �_ .,,..,..,,,.,.. .�.,Y....... .,�.��.... Sar; .v .....:.,.., f ` �w l w s S S ~~� 1 ' a .- ✓ f � t t � M1 kP S 1 F ' �uw.'•- a„„, + .,.*+.+..,.. w.,.....-a..... ...-w.�.+,...». .,....�...+... —.�+.n...>,. .,.....w.s...-„ ,.......,...., ......,..,.�+.,.. ...».,..w,..- .,_dam....—..,.. «..,n......++. ..,..w«..,.w ,....,..,......�... .,...,.........,,. ,.i,........r.�, -.+..r.d.�..* «..w '� .,,..,. ..,.,............,+-..v.............�.�..,.w.^.. .. � . ,. •�� ?: ,F.. 1 2 11 1 1 1 � 115 11 113 1. 12 T�. !P _ i _ _, w � ^• rr a 7 w.� x�P � .. �. Sf 7,77 7_._,<____. .,.... .. ,w. — t GRAPHICssrm E N LE U AL 50 0 25 0 100 00 TRACT BOUNDARY PROPERTY LINE RICI�IIT�-OF�-WAY ( N FEES` � CURB 1 inch 50 ft. SACK F CURB CUTTER SIDEWALK EASEMENT WATER MAIN � 8!! SANITARY SEWER .8" s STORK DRAIN EXIST. WATER LINE � ,! � �� _d_.. w EXIST. SAN. SEWER EXIST. STORM DRAIN EXIST . GAS G _ .a — G CAS MAIN - -- C G _-� -- EX. S.S. MANHOLE S.S. MANHOLE_ S.S. LATERAL. _ --� --- 5 WATER SERVICE NOTE: PGE, PACIFIC BELL, CABLE TMJ WATER VALVE AND CAS ARE ALL IN THE BADE JOINT TRENCH LABELED "PGE'. FIRE HYDRANT FIRE HYDRANT STREET LIGHT UTILITY TRENCH UTILITY SERVICE ,r-� EXISTING PG&E BOX NO. B`( DATE DESCRIPTION r w" ICcE ELECTRtLIER M VAS. `. ° PATES .. UTILITY ICAC BELL PEDESTAL r� � �.: SSI _ �-----�-. r� : '. / CLEANOUT w s �JR VEYalas 'I °I ACCEPTED BY: DATE Son Lute Obispo. CA 93401i N, r JCS R. FALKENSTIEN R.C.E. 33760 E ,�., r ',✓ �� � 7�P. 6- C, DATE p�q (805) 544-7407 �. ..,. 1ED BY: ITA BY: CHECKED BY: SIC NUMBER ALE': SHEET: ISD ISD �JAF 000377 �C Z OF 28 REVISIONS APPROVAL. . RVIREVISIONS APPROVALS REVISIONS ,�A�'PR' V,�L» REVfC"',�IC�Nd AI�'PF�C�'�VA,L. DESCRIPTIONS IY yyAE APPOEy CVNLg R y 43 }meN V W. 92 3/10 DESCRIPTION wRIP IONS g1 ATE APPROVED COUNCIL RESOLUTIONNO. r .+. 10 92D ; :pf±'y#P # y1,'#�Jn gig + p pia p �y p^yt;�y } ry ^y y' q;�q } q�y �g y �»,,�y f''i '�` '. ;. 1 Jf"�I W,y Vwf �1T@0.d# yxgy� Ld J■'4✓!�. P'Ai�r dCw .. - !�''tf 4J"l"cT . e�+PP�4lV�a.J° 4�r�/W➢*!�r`#4. Y� W#.»0.1 �a"�# 9`i V. e� a Ilt wTnG. R MINIMUM R/W: 50' l.::.:!/2" /' EX PANSION JOINT (�) CC�NTINUOU 46' 1/2" RADS 3/4" RAL?. (3) 1/2- 0 SMOOTH DOWELS A " I C.F0.70 x . RADIUS � 16' 16' ' 2' bar ,,.., .,....,.....,.a.«. ..,..rP,...„„ „„�,,..,.,,�.,,.".... LOT» ,w. a rw+ g w 2tr MIN. TYPE P 1�" ��.� ,w.�.....,w` "I " A.C. (TYP.) 5" 4t 1D11 STANDARD � �Coir t ���� ��� � � " THIS POINT co - 4 4'-Om O.C. A EXPANSION �"� M1 76' MAX � � 21 2� � 6" � JOINTS 1/2" EXPANSION JOINT MATERIAL � Slp��77A� � PAwm MAX 2C)° tlKE 4 TRUQTURE '\ 3 A.C. TYPE 9rS'4 p 4 16" O.C. 3" CLEAR„ �� �� °”' IACKF"#L:L STRUCTURE ASS 6" DINT. CLASS II ACK `ILi A0G' SAS RCC. BASE (TYP) TYPE A K PAVEMENT WID�EASURED TC 'THIS POINT NO SCALE 6'a 11-1/ ' 16" ? STD. EXPANSION JOINT 4 1 2'" R D. � � ¢ EXPANSION JOINTS x" 3 " RAO. 1/4" I AT ' INTERVALS, . 1/4 AT ENDS OF ALL 4' 16' 16' 4` 3" 1 CURB RETURNS, AND VARIABLE � EACH SIDE. Of' DRIVE- 4 �12 a� 129 I r " WAY DEPRESSIONS. #K 6 KE N 3 baa 1/2" RAID. 1-3/40 THE INTERVALS > 2" MIN, TYPE BETWEEN EXPANS0N 2" MIN. TYPE " -B- A,C, (TYP,) 1 f2" x 16" a 14"- w ""— _ JOIN SHALL VARY 3s 3° �P � A.C. SURFACE W DWG, NO. 1 GREASED SMOOTH TCI ALLOW MATCHING 2 [?C3L OR 4 , Off' JOINTS ADJACENT .C.» FOR DETAILS KIK . lla, 4 ,; � d' °. � � EXISTING IMPROVE— R PAVING REBAR /SLEEVE EX _ . . STUC`TNJRE ACKIL. I11S. AT ALL EXPANSION `' JOINTS AND A, � , p b � � a ..,,,,.»�-.�NM-� „-.,...:•, ,. .., ;: ..:' MIN. CLASS It ACG. BASE CONSTRUCTION JOINTS. PROJECTECTiC3N " MIN. CLASS 11 lY (4) #4 EQUALLY SPACED 4 + 4'.,„.0" C.C. AGG. BASE (TYP) NOTE: AS AN ALTERNATE THE 3" CLEAR CHOKER CAN 6E ELIMINATED AND THE AGG. SASE CARRIED TYPE B TO THE HINGE POINT, 1) TYPE -A" AND "C" CURB TO RE CLASS S' P.C:.Cl 2 DIKE TO BE TYPE. '69 A.G. SECIION 3 STRUCTURE BACKFILL PER SECTION 19-3.06 STATE STANDARD SPECS. CURING METHOD - NOTES: " CURING SHALL BE Y PIGMENTED CURING COMPOUND METHOD ACCORDING TO 1. ALL CONCRETE SHALL BE CLASS '13' P.C.C., MIXED AND PLACED IN ACCORDANCE � PAVING MAY SE REQUIRED BEYOND THE R/W LINE IE NECESSARY TCS 2 GRAVEL WALKWAY° THE PROVISIONS OF SECTION 90-7 OF THE STATE STANDARD SPECIFICATIONS. WITH THE APPLICABLE SECTIONS OF THE ESTATE STANDARDS SPECIFIC;A'11ONS. CONTROL SILTING O THE GUTTER' ON DESIGNATED STREETS AS APPROVED BY THE ENGINEERCURING COMPOUND SHALL BE WRITE PIGMENT TYPE, 2, ALL FLATWORK SHALL BE 6" THICK. (MAY MEANDER WITHIN 6' ZONE) P.C. CONCRETE MAY BE USED AS AN ALTERNATIVE PER DRAWING NO. 423 DRAWN °; �y (� �'`� DRAWN K B�°;"� !T`�` A�,� �, R R�V+fN Y: a 0 AWN BY: C��� CJS A "A A C3 ITT F ATASCAD CITY I~ ATA��AC��R� DRAWING NO. R.A.L. - DRAWING NO. R.A.L. - DRAWING NC3» A. ENGINEERING DEPARTMENT . ENaIC�INIE.EII�IC� DEPARTMENT �.�.t�,. ENGINEERING DEPARTMENT I�.r��k�.. DRAWING NC.�, EI`<I #I�[EER#NC3 t�E»PAR°TIvIE1�1`T DESIGNED Y. DESIGNED '. DE IGNEID EKY: S.J.S. SS�,J.S. DESIGNED Y: D TE: TYPICAL SECTIONS 403 DATE- TIE: 4-21 D TE: DRIVEWAY APPROACH 424 CROSS2 2 /92 2 92 `� 2 � E{l,E�I�AAAWITH AC DIKE FILE NAME: FILE NAIVE: FILE N�1,0.1�ld�. aA"T"403,,D CC e T 1 ,f VVI pieT421.DWG REVISIONS APPROVAL REVISIONS APPROVALS REVISIONS APPROVA'S APPROVALSREVISIONS APPROVALS 3 I _97-6—ATEAPPROVED NCLR �CLUTC?N ,ap 6 92 3 # 2ERIPTIDN Y DATEAPPRV CCOUNCILRESOLUTION NC._26-92 3 �4 2 OESGPCNS �Y DATE APPROVED COUNCIL, ELO.UTICN40, 26 92 3 1C 2 DESCRIPTIONS NC. DATEE APFFCE GQJN #L RESOLUTION NO. 26 92 O 2 COVER LETTERED 2-1 " NOTE: 1. PRECAST.PIPE, ADJUSTING RINGS AND TAPERED SECTIONS SHALL. 6E CONSTRUCTED "MONUMENT"ENT" IN ACCORDANCE WITH STATE STANDARDS FOR CLASS 2 REINFORCED CONCRETE. "SURVEY" BURNISH ENTIRE TOP SURFACEVARIES PER STATE STANDARDS PRECAST SECTIONS SHALL BE TARE. ¢ � TYPE-5 REFLECTOR 2. ALL. JOINTS BETWEEN PRE 1 4„ N . INTERIOR OF THE MANHOLE SHALL. HAVE A SMOOTH TROWELED SURFACE. 1 1/4- f >° , o-aCIO ry�. PAVEMENT 'WIDTH 91 4. MANHOLE COVER SMALL. HAVE THE I DS *STORM SEWER" MOLDED INTO THE COVER. (1 - NO SCALE EI 0,G„ VARIES MANHOLE FRAME AND COVER - PINKERTON A -- 640 13 3 4" COMMERCIAL RED w 'r'f i 'a X ry �� yd� tlt > as AX. 2' CYi Ar't, as " A BRASS CAST IN SAND, �f A 3-6 Mft CRETE COLLAR -- CLASS A P.C.C. LEAVE ROUGH. ° 2 1/4 M'^ SACK 3000 P.S,€ NO. 4 REO.AR ALL SIDES .` 34" DIA, ANC�H G Aj PINI, TYP, � � ,�` � � � 2 , {3) THREEI /4 � _ 6 MIN. LAC<`ES. �C� 0 1/2 499 ADJUSTING RINKS AS REO'D. k NATE; PRECAST TAPERED CONE OR 1. ENGINEER OR SURVEYOR SETTING THE MONUMENT SHALL. FLAT COVER MANHOLE INDICATE EXACT POINT DY MARKING A CROSS GNI THE C;AP, REDUCING SECTION, HE SHALL ALSO STAMP HIS LICENSE TYPE & NUMBER. ::. 2» MONUMENT WELL TO BE BROOKS PRODUCTS No, 4TT OR 4" EQUAL. BEVEL SACK EDGE. OF POST " - "- PROVIDE KEYED BASE FOR 2. PRECAST RISEN SECTION. -2eax8" RAIL ANCHORED W 5 300 NAILS AT EACH PST. (TY ,) m A LETTERS DEPRESSED 1/32" DEEP "U" GUT AFTER BURNISHING. _ `°,, ;�"x6"��€.«»�ra RC)UGH 7D.F, 46" POST (TYP) ...�. . INC! SCALE LE SET` l'—O" MINS. 411001 'I'll 1. SIGN BLADES TO BE EXTRUDED ALUMINUM, E " INSIDE -END OF PIPE TO BE: INSTALLED r «w 99 13 3 4" 7" WITH GREEN SCCITCHLITE APPLIED TO BOTH � MIN. � � `t- ,-PAVEMENT A 6(163-TDx ALLOY, DEGREASED AND ETCHED �t FLUSH WITH INSIDE OF MANHOLE. 'Cit- SURFACES.ES. SIDEWALK INS 11... 2" STDG � (WHERE REQUIRED) GALV. r IT 2 2. POST-TO-SIGN BRAKET TO BE ME-CAST, IRON NTH TWO ANGLED GUSSETS PIPE ACM SIDE FOR STRENGTH, TSMALL PIPE INLET r r CS S 360 ALLOY - CO CRETE O.D, GALV. PIPE (2"I.D» . SIGN--TO- aIGP 1. RAILS `O E 2" x 6" CLERK D.F", S4�S AND 1C3- 1 4" DIA. " 'COLLAR BRACKET TO BE SII IL.A CONSTRUC11ON s9 " � � POSTS 1°0 BE 6"x 6"x 7a-D9a ROUGH D.F. a, BRASS 1 WITH 9€1 AND 46 SEPARATION, 1 f2 x4 PIN � 2. BUTT TALL. RAIL JOINTS ON CENTER OF # €x3 DRY PACK GAP , OR l CAPITAL LETTERS TO BE DIE-CSILVER CONCRETE 4 , POST. '° CI SCC?TCHLITE, SERIES B. 3. ALL EXPCJSEDdC3C11 SHALL DE PAINTED ;9. � 6 MIN_ ITE, 2 COATS» 6" ..,. s„i�.t" ,.-.,.«�•�•' 4, SCREWS FOR SECURING BRACKETS 1"C3 BE LINK. 4. STANDARD W21R REFLECTORS TO BE PLATED HEX SOCKET HEAD SCREWS 1/4"x1/2". LOCATED AS SHOWN. 12 4 REEA FLOW LINE O MATCH RGI FLOORLET IP 2" GALE FILLED . PAINT' PER STATE STANDARD SPECIFICATIONS, 12 O.C. EACH WAY IYLCDlA! LINE OF LARGE INLET PIPE IRON PIPE FILLED SECTION 91- 3 POURED—IN—PLACE CLASS "A0 CONCRETE BASE. WITH CONCRETE NO SCALE ,{� DRAWN Y. DRAWN BY- IT` A�TAACRCD CERA `3'. CI AAC,�, 3ERQ RAWN EKY, ITT OF ATA AD R CITY CSF ATA ADER DRAWING NO. R.A. DRAWING NO. R.A..kr ._� ENGINEERING DEPARTMENT RTMENT 4D t�WI NO, 6 ,�?o.L. DRAWING I°°�C�. .A.I ENIGINEERING IDEPARTI+ EN T ENGINEERING IEPARTNiENT E.NlG EE# # G E ENGINEERING DEPARTMENT DESIGNED E�`* S I�G�# ID `�': _ �, .���. IDE; IGRE.C� ff'Y. ��.° DESIGNED B'Y. ?.J.7. S S,Jr S.J.S. S. �. . A 426 427 2 2 e' 92 92 STORM DRAIN MANHOLE 501 . /92 STANDARD STREET MONUMENT STANDARD STREET SIGN FILE NAME: 1L ILS NAME; IL:E NAM�: AT426.OWG OVIG V I S 1 0 N S T R A T 2/2'7 1 THE LAKES (PH 3- 4) NO. BY DATE DESCRIPTION on » •$ , � .� T R 'CTION DETAILS r w I' c ENGINEERS " No. 033760 � � C l Ty A A S A D E R , CA PLANNERSmap mop" SURVEYORS y TMel 1. �. - M... 364 Pacific Son Luis Obispo, CA Street93401 � �� ��t� �°� ,. ��I R. �ALKEf� TIEN! R.�, 7 C� � AXP. La- ISA 7 _.p.w._ DtSl NEC Y. DRAWN ST7 CHECKEFE3Y7 JOB NUMBER SCALE: � FET: D KDW J 0020 �" C ' F 28 REVISIONS APPROVALS IN REVISIONS APPROVALS REV SiONS APPROVALS 0 �1 P,=11 ON S 'BY DAM AE!RROVED ,g.OUNCIL RESOLUTION NO. 26-92 3 10 92 1 1 N 0111 1 REVISIONS APPROVALS DESCRIPTIONS :.-BY E APPRO�LEQ COgNCIL RESOLUTIO)fl 26-92 7 QUNI ITION NO. 26 9_.,�TE APPRO�,� -SOLUTIQN NO. 26-92 3 10 92 Y Q COUNCIL, 12 1 NOTE, REINFORCING STEEL SHALL. BE #4 BARS AT 18" O.C. T BATTER PLACED 1-1�2" CLEAR TO INSIDE OF BOX UNLESS OTHERWISE N 0 TIE: 'WITH NEW SEWER INSTALLATIONS: -w— IN FLOORS SHALL HAVE WOOD FLOAT FINISH �-1 NOT I P4ECAST REINFORCED MANHOLE BASES AND A MINIMUM SLOPE OF 4:1 FROM ALL DIREC11ONS TOWARDS PROPERTY LINE 14 QW)TH EXISTING SEWER: T— )PE OUTLET PIPE., USE CLASS "A" P,C.C. FACE ANGLE TO EXTEND GUTTER LIP 6" CURB SAME SLC FULL WIDTH OF BOX.. BACK OF CURB POURED IN PLACE CLASS "A" CONCRETE AS GUTTER GUTTER FLOW LINE��\ MANHOLE BASE PER S.L.O. CO. STANDARDS WATERPROOF DRAWING NO. S-3 1/8 BEND (450) BACK OF SIDEWALK STOPPER t 3" SEAL A A 7" A ------ YARIQ_ I 11-r- 7 L Al fA 0 �SHELF A MANHOLE FRAME AND COVER TO CONFORM WITH STANDARD DETAIL NO. 608 1/2" x 6" N 4" MI SLOPE SHELVES ANCHORS SEWER LATERAL 3" MIN E DIA jr SIDEWALK-" TO DRAIN PLACE 1�2"x36" 2' 11-3/8 STE BAR WYE SEWER AT END OF NOTE: NO LATERALS ARE TO BE 4 MAIN LATERAL CONNECTED TO CLEANOUTS, 0 A Arui ELAR L low-11 3" MIN 3" 8" PLAN T- SEWER MAIN 7 L 11 -------- t A CITY ENCROACHMENT PERMIT AND PROPERTY LINE 'F INSPEC-ION ARE REQUIRED FOR SEWER A.C. PAVEMENT t 2-64 t CURB SCORING LINE SERVICE AND INSTALLATION. MEW PAVEMENT CONCRETE COLLAR S4 OR 6* RISER RING (9" MAXIMUM) SECTION �-A PJA -COLLAR- BASE MATERIAL CONCRETE 5 24 PRECAST CONCRETE �TYPICAQ LE� H t 2" 1/4 7 MANHOLE WALLS SHIA L BE A 0 PRECAST TYPE CONFORMING TO .1-01$ OR LESS 6 9. 7- REMOVABLE CAP ASTMI STANDARDC478-61T 1/4" RA 1/4- RADIUS FOR CLASS 2 REINFORCED OR PLUG 8 -1" TO 200-0" 8" CONCRETE PIPE. EIGHT TABLE AN 2-1/2" x 2-1/2" x 1/4" CURB & GUTTER LINE 6 MIN) MANHOLES SHALL BE WATERTIGHT MAI H 2" .41/4 4 0.C. MIN, LATERAL SIZE: ,4 TYP. CURB A E 1/2" 0 18 NOTE. 12" JOINTS, TO BE SET IN A WATER11GHT 5-1/ LATERAL SHALL BE CAST [RON PIPE 4" DIA.; MIN. SLOPE SEALANT. APPROVED BY THE OR PVC PIPE ENCASED IN CONCRETE 1/4" PER FOOT Lu CITY ENGINEER. WHEN THE COVER IS LESS THAN 36" FACE ANG ��N!�H OVER THE TOP OF PIPE. OTHERWISE, PLACE U"x36" I > LEAVE OUT PIPE IN CHANNEL OR PIPE LATERAL SHALL BE SDR 35 PVC. STEEL R BAR MITERED BENDS (1/E$) NOTE: FRAME SHALL NOTE:GRATES TO BE BICYLCE PROOF ATEND OF SHALL BE PRECUT BEFORE PLACING BE DIPPED OR 06% BERM IN LATERAL 6" W 6ft BASE. PER STATE STD. PLAN D77-8 AL AREAS SANITARY SEWER LINE PAINTED IN DETAIL "Bn ONLY WYE COMMERCIAL QU ALI I T ASPHALTUM PAINT. PRECAST REINFORCED, MANHOLE BASES DROP SLOPE 2- CONIC. CURB"", NTH INFLOW AND OUTFLOW COUPLINGS 3 1/2"x 1 /*"' BEND (45') SECTION CAST IN AT ENGINEERED INVERT, ANGLE, DETAIL "B"' MIN. ------ INSTALL AND SLOPE ELEVATIONS. -v -T I I ERTIGHT SEAL 1" RADIUS f WAT n N 1/2" IF NOT CONNECTED OTE: WELL TO BE No. 4TT VALVE BROKEN OR CHIPPED RINGS AND CONES tr FOR USE NTH SEWER MAIN NOTES: TO BUILDING SEWER. BOX WITH CAST IRON FACE ------- SHALL NOT BE USED EXCEPT BY APPROVAL AND COVER BROOKS PROD- OF THE ENGINEER. 1914- WIqE GRATE 1. "S" SHALL BE MARKED ON CURB OVER LATERAL. 2'-2" DUCTS INC. 8m, APPROVED K24" - 1 -11 5/8") 2. THE "S" SHALL BE STAMPED INTO NEW CONCRETE EQUAL). CAPACITY SHALL -on EX ANSiON 1 3 MIN. -QUATE FOR STATE 8" MIN. 2$ AND SHALL BE CHISELED INTO EXISTING CONCRETE, BE ADL n" 5) JOINT 3. THE "S" SHALL BE NOT LESS THAN 3" HIGH, 2" WIDE F120-S16 TRAFFIC LOADING. -/4"x3"x1/20L/it, z KIN,Q TRANSI Q jQN­­A A. RUBBER WATER STOP WITH STAINLESS u u < AND 3/16" DEEP. STEEL BAND ATTACHED TO ALL NOTE: PIPES THAT ARE UNABLE TO ATTAIN 3" MIN. 4. MAINTAIN MINIMUM 5' HORIZONTAL SEPARATION FROM 60" MIN. FITTINGS TO INSURE WATER TIGHTNESS. 1- 34- 5 3/81, ANCE FROM INSIDE BOX WALLS WILL REQUIRE -1 CLEAR WATER SERVICE. F TYPICAL��­------] A DESIGN APPROVED BY THE CITY ENGINEER. 5. INSTALL MAGNETIC TAPE AT A DEPTH OF 24"-32", THEN A-A, UP TO SURFACE. DRAWN SY: R.A.L. CITY OF ATASCADERO DRAWING NO. DRX WIT—BY, CITY OF ATASCADERO A.L. By: CITY OFATASCADERO -57Et-IGRU157SY-------------- ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT DRAWING NO, DRAWING NO. D R7WN Y.� d t;Y� OFATASCADERO DENFRE15­157 15-197— ENGINEERING DEPARTMENT S.J.S. V.S. ENGINEERING DEPARTMENT DRAWING NO. S.J.S. S.J.S. 'DA, : DEMME 02 ,27/92 STORM DRAIN INLET 502 VI'S. QA DA 0:2 2*,7 9 2 SEWER CLEANOUT 605 TYPICAL ECCENTRIC - CONE 606 PRECAST. CONCRETE MANHOLE 603 NAME. FIL NAME� "A' S A : O2.DWG 2-, 2 EWER LATERAL LOCATION A O6.DWd FILE NAME: T. AT603.DWG REVISIONS APPROVALS REVISIONS APPROVALS REVISIONS APPROVALS DES2,RIPTIONS BY DATE[APPROVED, COgNCIL RE OLUTION NO. 26-92 DE§�CRIPTIOa$ 2Y,�-DATE APPROVED COUNCIL,-ftES2LU.TION NO. 26-92 3 10 92 DESCRIPTIONS BY DATEAPPROVED COUNCIL RESOLUTION NOL. 26-92 3zi NOTE: 6" BEHIND 4' ATTACHED SIDEWALK IN MINIMUM COVER--BOTH CASES RESIDENTIAL ZONES OR AS OTHERWISE SEWER MAINS 48"MIN. APPROVED BY THE CITY ENGINEER. WATER 36" 12" COMMERCIAL ZONES TELE,. POWER 24 SKID RESISTANT CUT EXISTING ROADWAY TO PROVIDE VERTICAL GAS 30" SURFACES AND SQUARE CORNERS. CUT EDGES STORMORAN 48' MIN� POWER STREET LIGHT OR WILL BE STRAIGHT AND NEAT IN APPEARANCE. PROVIDE MIN 12" BENCH TELEPHONE RC.C. CURB FINAL INTO UNDISTURBED MINIMUM 2 INCHES AND GUTTER GRADE ASPHALT OTHERWISE ROAD BED (BOTH SIDES) MATCH EXISTING. NORTH OR WEST SOUTH OR EAST :,;;; 11 � HALF OF R/W HALF OF R/W 0- 0- 0- 0 61� 0- w% 0- 0 Xx 0 /4,10 -0 01, 0 00-0 oi- 0 P -0 0 00 0 1, 0 0 . 0 0 04 SANITARY SEALED BLIND T SEWER z PICK HOLE z 31 MIN. 5 S MIN. 95X RELATI)(E COMPACTI MIN. 6" CLASS 2 6, 6) 24* AGGREGATE BASE POWER, PHONE, AND T.V. CABLE WATER GIs SEE NOTE BELOW SELECT BACKFILL FREE SEE DETAIL "A' CONCERNING TRENCH BELOW INSTALL FROM DEBRIS AND IN EASEMENTS. MAGNETIC "JDIRAIN 'IER DELETERIOUS MATERIAL. TRACER STO SE TAPE CASE I CO.MPACTED SAND (P,C.0 CURB AND GUTTER) 907a RELATIVE COMPACTION OR APPROVED NOTE-, GRANULAR MATERIAL. STREET CROSSINGS BY UTILITIES REQUIRE A MINIMUM SECONDARY'POWER CABLE T.V. ALL CONTACT SURFACES TO OF 30" COVER AND TO BE AT RIGHT ANGLES TELEPHON BE MACHINED WHEREVER POSSIBLE. 26-1 4" 1 PRIMARY POWER RESIDENTIAL ZONES 9R-11 32- 64 DETAIL "A" N TS 25-11/32- 6 MIN 6" ml� 1/32 T 8 MAX 8 AX 'will i 10.,1-2 TAPER 5P ZZ-7- z 6"BELOW FL NORTH OR WEST SOUTIH OR EAST HALF OF R/W HALF OF R/W ,X-)f 171 ----------------------- 24 A CITY ENCROACHMENT PERMIT AND T INSPECTION ARE REQUIRED FOR "X" "X*A 31-1/2" GREATEST O.D. DIMENSION TRENCHING IN PUBLIC OR COLONY MAX. AT PIPE JOINTS RIGHT-OF-WAYS. (POWER, PHONE, SOU"FHBAY FOUNDRY 1900 AND T.V. CABLE OR APPROVED EQUAL SEE DETAIL "A" ABOVE NOTE: A MINIMUM OF 9OX RELATIVE COMPACTION IS PERMITTED IN A NON-ROADWAY TRENCH WHEN NO STRUCTURES ARE TO BE BUILT OVER THE 'FRENCH. IF STRUCTURES ARE TO BE BUILT R36,RAIN IR STREET WIDTH "X" "Y" MAX. STO SE OVER THE TRENCH, USE RELATIVE COMPACTIONS SHOWN ON THE TRENCH SECTION ABOVE. NOTE: CAPACITY SHALL BE ADEQUATE FOR i--------- STATE H20-S16 TRAFFIC LOADING 20P & 26' 4' S CASE I I 4' (NTH OR WITHOUT A.C. DIKE) 32* 4t 19777- DRAWN BY: D AWN CITY OF ATASCADERO V.S. CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO CYA.C. ENGINEERING DEPARTMENT DRAWING NO. ENGINEERING DEPARTMENT DRAWING NO. C.A.C. DRAWING NO. DESIGNED BY- DESIGNED, BY: ENGINEERING DEPARTME.NT S.%�,S. V.S. S.J.S, ATE- D A BACKFILL REQUIREMENTS FOR DA 27i 608 7/2 702 703 2227]�92 SEWER MANHOLE COVER 0_ _ 2 WATER OR SEWER LINES 2 27 92 LOCATION OF UTILITIES FILE NAME: FILE NAME: FIL AME: T6O&DWG AT702.DWG AT703,DWG umm RE V I S 1 0 N S A Am% 0% ,0% A m A K TIM AT 7 T E L E 0%0"3 P 3- 4 NO. BY DATE DESCRIPTION IA armon JAL Avo u `"NN DET ILS A S S 0 C � A T E S u uN1'"."'TR` 'CT1u' A E N G 1 N E E R S ­�3�7 6 0 No, Exp, 6""R A�TA S C A D E R 0 C A P L A N N E R S z S U R V E Y 0 R S I cl CM LK 3 364 PoCifle, Street OFG Son Luis Obispo, CA 93401 (805) 544-7407 jo R. 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FOR `,,. �dL} I' 4fe" 5: F.", GNCf I LC1CK , 77HRLi:Sr StOCKS SPALL 6E rN' 7'�'r?IN "EVa"Br OW RCL"PG'Sf?'ICgN. 15 r U,13--rO-s 4f 5 >*7LP7H i CLASS '8'5--SACK �C„CRE?E l r POUPfD ON UND?:SrUR ED 501 ��� 14 CA ZAr»D MACCR RF, 71777� AP f r'rEi?: Frit 0ErAX NL?. RP At;UwC1: _ _ _ w �w _ _ _... __ C AM1 C "it C' ,l !,t ,.,,.,..,_....>w�...,,�.,_,...,.,_.,_.,_.... �a e"J � A � ._.....,....M..,,..,.....�..., , OCA aft yp� _ ... „WATER a ALVE W�.LL � _... ER _ CC -CTIONi mi°IRE HY €CANTS �'C?r � t�_... ....._,._,,._.,..._._._ _w & A CHOR � ,� r "" iWA?i arrsx d 4 r � s 4 3 r_ / �� ��J \✓' f 4✓ 0 5 tY,r ..,7, s r j aLr } a ,gym '2= r; Ltd LINE EDGE t� EASEMENT 2.'..r 1.vc!'11,, 'R _ , _ ,_ .«,.,..,,,.....,.._w..,..... q ,d _ }SI .r� 1 Sy.q 3 i f�+i�.T..r7 .✓. ..� ,. m+ww.k4rws _ EXISTING GROUND �''•' t fr 10EV i;:..XtS Iti`dl7 49!"�.1Jt.F60dL.f 1 `� CLASS it AGG. EASE MIN. d ' E M E R(3*4 E N AU"CE'S"S ROAD SECTION h i _ _ f i 3- 4), ,.. Nb. BY DATEDESCRIPTION TR A C T 2 7`1 THE LAKES (PH ux CONSTRUCTION DETAILS ' G ”. - ` r •'` '` ,t , ` iF - r E AD' CA A TA PLA NERS 1 J IX '° 4,F T'1 b G.+ 1 S� i`°: a'+. ,i `'d'fi a' awwF 364 Racier StreetSon Luis Obispo, CA 93401 R.C.E. 33760 EXP6-30-02 DATE (805),544- 7407 L J Et. ESTIE # ,» 46 A. DESIGNED BY. DRAWN Y. CHECKEDTJG 3 NUMBER SCALE. SHEET' . '' KDW JRF 00209 1 ' 25 OF 28 0 w XZ 2' - 0-—j 0 VARIES 1.0% MIN. 1.0 MIN. - VARIES EXISTING GROUND EXISTING GROUND 2' 0 --2' VARIES VARIES 2-1 410 7 5: � TYPICAL DRAINAGE SWA __ •, r 44' TYPI I N AGN E 3"W A L E NC7 ' RTH AMEFfCAN GREEN 17 N.T.S. EQUIVALENTN 5' WIDE LININGEL OR NORTH AMERICAN GREEN ROAD STRUCTURAL SECTION 0125 CHANNEL LINING OR NORTH AMERICAN GREEN EQUIVALENT 012,5 CHANN � LINING OR rE TYPIUAL #Z":w*)4EU0%Tl0%N EQUIVALEENT 5 ODE AT FL N.T.S, Lj -TY"I A L CTI O.E N.T.S. ILL-j - EXISTING GROUND VARIES VARIES �-� VARIES . (5'-60') G3'---50') EXISTING GROUND 2' 2t- - --2FINISH NATER ELEVATION 800.00 2% (MIN.) � EXISTING GROUND. .�,. — -w 6:1 SLOPE* 5:1 SLOPE .., is � of ."^^..�„"^ '�'7 �'r . 6 6 Opp. VARIES FROM 20 TO 2, SWALE — FL 6:1 IS TYPICAL 3' MIN. DEPTH A T Y 1,Ce"A L uTlOhl "A� TYRU"AL E"i' ECTIO'N N.T.S. N.T,S. TYP I A N L ..,,.S,E TI, N.T,S. m 40 — VARIES 0' WIDE - 10' MIN. PRIVATE 41 � � 'MIN DRAINAGE 16' 16' 16' 16' ----- EASEMENT 2' q t 4} `�}f� T' O H,/5i T P, MIN. ' BIKE 12' 12' BIKE BIKE 124 -- 12f �' 11E 3f �� 2% 2 1 2:� VARIES PAD EXISTING GROUND �Yd ....... +, .....s.... / f - 3:1 3:1 (MIN) VARIES 0.5 TO 1.0 STRUCTURAL SECTION TO BE BASED ON R VALUE STRUCTURAL SECTION TO BE BASED ON R VALUE SWALE �" FL TESTS TAKEN ON THE SUBGRADE AT THE TIME OF" TESTS TAKEN ON THE SUBGRADE AT THE TIME OF T61) CONSTRUCTION (T.I. = 5) CONSTRUCTION (T.I. = 5)C TI 0"N T ICAL 'ZE"i ""N ' TT Fjlu/AL STREET 'S""OECTIONN —T--YP—1 Q A L.3 EC.D1.0N.T.S. A T Y P""I C A L '"""T""""'EET '*" ECTllu, N.T.S. CITY STANDARD 403 TYPE B N.T.S. CITY STANDARD 403 TYPE B N.T,S. ALL STREETS EXCEPT RIC? LADO ALL STREETS EXCEPT RIO LADO ow XZ 34' CL 34' 4 "NATURAL" DAYLIGHT LINE "NATURAL" DAYLIGHT LINE � f VARIES 3.1 DAYLIGHT LINE t ._ 13,, � 13s � �' 4' --_-- 13' _,_� 13' 4' 12% 2% ... °GROUD EXISTING GROUND 4 . yI✓ T y ��.r .�- 45. y Slr� � „,p+! �'�yl +Ab^..r...» .S.ea,.:n +,� / � wig :...... +.. .,...i +4w+5.+�::i«:. .:........�.,,.:,r. <.•..5.`.tw.' NORTH AMERICAN GREEN 0125 CHANNEL LINING OR EQUIVALENT STRUCTURAL SECTION TO BE BASED ON R VALUE STRUCTURAL SECTION TO BE BASED ON R VALUE TESTS TAKEN ON THE SUBGRADE AT THE TIME OF TESTS TAKEN ON THE SUBGRADE AT THE TIME OF "NATURAL" GR �g g GRADING OPTION CONSTRUCTION (T.I, = 5) CONSTRUCTION (T.I, = 5) T YF I u"A L N" u`"A D OS'*�E U`k T 10 N ICAL E u TTF t""` T vl P I C A L !%5"',E C"T 10 N CITY STANDARD 404 N.T.S. CITY STANDARD 404 N.T.S. N.T,S. RIO LADO ONLY RIO LADO ONLY TYP I C A L SE C TI 0 N' N.T.S. VARIESLu --�- N,T.S. 2' 2' EXISTING GROUND Z N TYPICAL SECTION — A I I 0010ro" CL_j Till !!lPill of 1 4« VARIES �' �+41N. • "/® till { 6' E NORTH AMERICAN GREEN 1 5 CHAN ` 1� LINING O NORTH ,AMERICAN GREEN `2 EQUIVALENT 5 WIDE G125 CHANNEL LINING OR EXISTING GROUND EQUIVALENT 5 WIDE _ 60" LAKE SURFACE VARIES 5:1 -r 2:1 ,4 2.,A MAS � � rr� �`--� Ew V I S 1 0 N 12 }a NORTH AMERICAN GREENTNAUT /2%271 TH E LAKES (Pti 3- 4 an 0125 CHANNEL LINING OR EQUIVALENT NO, BY DATE DESCRIPTION w ',E03TAlN'U"` AN"'D " ETAILS & S E C TI 0 Nt"i'S S 0 C A T E S %4, TYPP"ICAL SECTION N.T.S. ENGINE PE RS t� , /y �~ P L A N N E R S I o. k:'� -760 I Nrt� � I A { ASCAD . O, CA Qa. 364 Paelfic Street ��€; �� = � _ ` , Son Luis Obispo, GA 93401 � M,. ....... XO R, FALKENSTIEN R.G.E. .33760) EXP. 6-30-02 DATE (805) 544--7407 DESIGNED BY: DRAWN BY, CHECKED BY. JOB NUMBER SCALE. SHEET. KDW KDW JRF NONE 26 OF 28 PPN-'kOTE-U,,,,TI.VE ,,,,,,,F.EN,,,CING, N.T.S. WHERE DRIPLINE ENCROACHMENT OCCURS, ALLOW EXTRA ROOT ZONE PROTECTION ON THE OTHER SIDE OF TREE TO COMPENSATE (TYP.) UNLESS SHOWN OTHERWISE, 84 6 �A 9 90 DRIPLINE --- _ 9 c� 89 100 101 le6 10,2 `--- 4 10, c� IOS CIO 106 l __. FENCING " 0 �m -+ ..,,,.-A"� .,,+"' ...--°"'�,,,.P..;,..••✓`"� µms* , ,,_ , � NO DISTURBANCE IyTRV ♦CEDI ``" RU Ef Tt ALES TP. GRADING ENCR ING TURF OSION CO TZOL ERE NEEDED. DHIC # EA1RO 'A���Oj -- � -" NOTE: FENCE ALL AROUND TREE EVEN IF NO GRADING TO AVOID COMPACTION FROM DIRECT RUNOFF TO SUVALES (TYP.) VEHICLES AND MATERIALS DURING CONSTRUCTION!! USE EROSION CONTROL WHERE NEEDED P H AS 3 AND 4 TRACT BOUNDARY `e~YP, ---�a " 1 ill IN DRIPLINEEROSION CONTROL PLAN CANOPY LIMIT DURING GRADING OPERATIONS, EXCESS RUNOFF SHALL BE DIRECTED TO EXISTING STORM DRAINS LOCATED AT POINTS LABELED SILT FENCING AND STRAW BALES SHOULD BE USED TO MINIMIZE THE AMOUNT OF SILT THAT ENTERS THE. STORM DRAIN. LOCATE. PROTECTIVE FENCE AMP DRAWING-": SILT FENCE MP SALE D > STRAW L DIKE � � AT DRIPLINE (TYP.) UNLESS SHOWN OTHERWISE, SET POSTS AND EXCAVATE .A 4x4 2. STAPLE VdRE• :GING TO THE TRENCH UPSLOPE ALONG THE LINE POSTS, OF POSTS. FLOW r31:da31°£ i;1; t I R f:4 3 t i,i 6 t 1 i —BAR�y p�"€;. S iAKES WITH ORANGE MESH NET TING, r 'AAAAA:11A 1:1; : �4" VER11CAL FACE 1:i, •t.1'}:};3.4 !1:5:3: ((( � — �-- EIBDDING D> ETAIL fl n .ted"w�^ ��✓' � w^"' ANGLE FIRST STAKE TOWARD GRAD#NU NO DISTURBANCE G ADIhO RE\AOUSLY LAID BALE .�. ,tee 3 � a. rr✓.Jr s rr✓ TION STANDAR fL/ Y 3. ATTACH qymGriRFABRIC TO T7TREE PRO ^ 7pp/may . g4 # Wy yam WIRE FENCE ANS EXTEND IT INTO THE EXCAVATED SO4 d..r...<."'t',,..rP✓'.jfd,srr dr,y;`J.r>d:dr;!J.d':'..'�;d, f,✓„r,d, ✓,.drr TRENCH. �.�"'{B'r., e`d'r.r'dd,rr, d" SIRE OR NYLON � ,. /, r: ..r. d J, d BOUND BALES r d'rB! B !✓,�d�! d dr r J r. PLACED ON THE DETAIL A w ✓r,F{r dd.!r✓P dr �; CONTOUR N.I.S. w... ..... r,.,r r..P .,r r.,r'd P NOT TO SCALE - - __ ,r. ,.✓,',,' 2 RE—BARS, STEEL PICKETS, OR THE APPLICANT SHALL BE RE SPON�SIBLE TO RETAIN AN ARBORIST TO MONITOR GRADING IN THE VICINITY 0 DATIVE OAK TREES, THE CONTRACTOR SMALL r° ' 2" x 2" STAKES 1 � 2' TO 2° T R€ T N WITHIN ANY TRE PROTECTION FENCING. ARBORIST INSPECTION ON--SITE REQUIRED WHEN GRADING WITH€N NIAT VE nin�$ ,� • � NOTIFY THE ARBORIST PRIOR 0 WORKING E >, IN GROUND STREET AC DIKE TREE DRIPLINES. 12 GA. WIDE p i TING DETAIL EDGE OF PAVEMENT STAPLED TO 2X44 F N # R H TREE.� R "R P F TREES. y - MUST BE A MINIMUM OF 4 NIGH, CHAIN LINK, SNOW OR SAFETY FENCE. STAKED AT THE DRIPLINE OF ENCROACHMENTFOR EAC �? GROUP O E DRAINAGE AREA LESS THAN I ACME., 7' FENCE MUST BE UP BEFORE ANY CONSTRUCTION OR EARTH MOVING BEINGS. FOR AREAS WHERE THIS IS NOT POSSIBLE, AERATION OF TIDE SOIL.. (AFTER SECURE. 2X4s TO TREE TRUNK USING 12 GA. — i€N COMPLETE DEVELOPMENT #S SHALL BE REQUIRED. WIRE STAPLED TO 2XS. DO NOT SECURE WIRE ) ADAPTED FROM USDA SOIL CONSERVATION! SERVICE ,, COLLEGE PARKMARYLAND, ( �- � .,�.. � OR 2X4s TO TREE BY DRIVING, SCREWING, BOLTING, �y OR OTHERWISE PENETRATING BARK OF TREE. �{ JULY 1975) EXTENSION Of FABRIC AND � � SOILS UNDER THE DRIPLINES THAT HAVE BEEN COMPACTED BY HEAVY .EQUIPMENT AND/OR CONSTRUCTION ACTIVITIES MUST BE RETURNED TO THEIR ORIGINAL RE INTO SHE TRENCH. � 4'" CLASS "A" PCC PAD STATE BEFORE ALL WORK IS COMPLETED. METHODS ;NCLUDE MATER JETTING, ADDING ORGANIC MATTER, ANO BORING SMALL HOLES W.TH AN AUGER (18" NOTE:THESE INTERIM EROSION CONTROL MEASURES SHALL BE LASE SHOULDER r �� R } #I INCORPORATED DURING GRADING ESE N OCTOBER 1 AND APRIL 1 DEEP, 2--3 APART WITH 2--4 AUGER) AND THE APPLICATION OF MODERATE AMOUNTS OF NITROGEN FERTLI ER. APPLICANT'S ARBORIST SHALL ADVISE.. OR AS DIRECTED BY THE CITY BUILDING DEPARTMENT. 2' FILTER FABRIC / 6" GLASS "A" PCC CURB M N CHIP ALL AREAS WITHIN THE ORIPLINES OF THE TREES THAT CANNOT BE FENCED SHALL RECEIVE A 4-6" DEEP LAYER OF CHIP MULCH TO RETAIN MOISTURE, SOIL WIRE STRUCTURE AND REDUCE THE EFFECTS OF COMPACTION. " D.I.P. 2:1 SLOPE V_'7' 1-71770 TTI 11 TRENCENG WITHIN THE DRIPLINE: CON�STRUCTION� OF A S€LT FENCE ALL TRENCHING UNDER THE DRIPLINE OF TREES SHALL BE HAND—DUG AUGURED OR BORED AND MAJOR ROOTS SHALL BE AVOIDED WHENEVER POSSIBLE AND TRUNK PROTEu"TION DETAIL, IF NOT, ALL ROOTS LARGER THAN 1" DIAMETER SHALL BE "CUT—CLEAN" AND NOT RAGGED. (ADAPTED FROM VfRC4NIA SOIL AND WATER CONSERVATION COMMISSION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOKa 1980.) GRADING WITHIN !HE D LINE, GRADING SHOULD NOT ENCROACH WITHIN THE DRIPLINE. IF GRADING IS NECESSARY, CONSTRUCTION OF A RETAINING WALL OR TREE. WELL OR OTHER PROTECTIVE MEASURES RECOMMENDED BY THE ARBORIST THAT ENSURES THE SURVIVABILITY OF THE TREE MAY BE PERMITTED. CHIP MULCH, 4-5" IN DEPTH SHALL ALSO BE REQUIRED IN THESE AREAS. GRADING SHOULD NOT DISRUPT THE NORMAL DRAINAGE PATTERN AROUND THE TREES. FILLS SHOULD NOT CREATE A PONDING CONDITION AND EXCAVATIONS SHOULD NOT LEAVE THE TREE ON A RAPIDLY DRAINING MOUND. DETAIL B PAVING WITHIN THE DBIELINF, NOT TO SCALE PERVIOUS SURFACING MAY BE REQUIRED WITHIN THE DRIPLINE. P T\jz P I C A L E"Z Cw"T 10 N. TYPE CMP INLET W/ EQUAM: N.T.S. MODIFIED GRATE COVER PER IF TREES THAT ARE PROTECTED DO NOT SURVIVE DEVELOPMENT ACTIVITIES 'OR IF THE TREE ORDINANCE IS VIOLATED, THE CITY WILL. REQUIRE MITIGATION! FOR CALTRANS STD PLAN D75 DAMAGE. 10" HIGH OPENING BOTH SIDES EW V I S 1 0 N S EXISTING GROUND TRACT 2271 PHASE 3- 4 .a s ,. .. s0. DATE DESCRIPTION •4teJT..a... "3:.�`s+, sF�. rtiMe"a,:.. V ,,...•., SLOPE ,.,.,,. ,-.,,. -,^.4^ .."..".' `....``^".•w.r.,.,,».... ,.. 1 S�CpE. . 1 �R on at CLASS asA as TREE PROTECTION NOTES AND EROSION CONTROL PLAN S PCC DIRT SWALE , Er� � INEERS `�� ,'. , � A NORTH AMERICAN GREEN F ATASCADE ` PLANN ERS I# §,c :,/ a 0125 CHANNEL LINING OR --� � t EQUIVALENT 5 WIDE a fi 6" PVC - S U R V E Y Q S �/30 1 ' '✓ ,.w._., " D.I.P. 364 Rack Street �. �^ $ I 1" �. San Luis Obispo, CA 93401 N R. FALKENSTIEN R.C.E. 33760 EXP. Ea� D-�02 DATE (80 -7407 DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET: KDW KDW JRI- N/A 27 OF 2 . I ,- � I . I - , � � 11 I -,-. ­ 11 "I 11 11 I I I . I ­ . ­ I ­ I I I I ­ I . I I I I - I I I 11 I I I I I . �I I . � . . ­ I——-I I I I � ­ .1 ­ I - I � ­ I I I I . 11 I I I I ­ I . . . I I I.. I 11,11, -1 I 11 -­ 1. -1 -.1 . -11.11,11, I 11 11 11 I I ­ �­­­_ I I'll,1. -1­�1-111 ­ .I'll I�1­11 1. I-I .1­ I . �. I I . I I I . I,- . I � I I . . I I - I � � I . I I � . . . � I I - I . 1� . t"i"UBDIVISION IMPROY ENT PLANS I PM1Q, MITIGATION MEASUB.ES . '', . 11 ­ STANDARD GRADING NOTES .F. ,M . I I - ,,� I . . I � I I . I 1. GRADIN'G 1. CONSTRUCTION NOTES 11. GENERAL PIPELINE CONDITIONS ' I I 1. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED 'EDITION OF THE U.B.C., A. NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS AND/OR PERMITS APPROVED A. ALL STATIONING IS BASED ON CENTERLINE OF PIPE . H, A CONTINUOUS TRACER WIRE SHALL BE PLACED OVER THE 1. THE FOLLOWING MITIGATION MEASURES ARE REQUIRED FOR ALL PROJECTS WHICH I THE LATEST REVISION OF THE CITY OF ATASCADERO STANDARDS AND SPECI FI CATIONS, BY THE CITY ENGINEERING ,DEPARTMENT. THE CITY ENGINEERING DEPARTMENT UNLESS OTHERWISE SHOWN ON PLANS. WATER MAIN AND BROUGFiT INTO THE VALVE CHAMBERS FOR . EXCEED THE MITIGATION THRESHOLDS IDENTIFIED ABOVE' PROPER IMPLEMENTATION THESE PLANS, THE RECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING SOILS SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO STARTING CONSTRUCTION. TESTING. SHALL BE ASSUMED TO ACHIEVE A 50% REDUCTION IN I B. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES I FUGITIVE DUST EMISSIONS. THE USE OF' SOIL BIN . ENGINEER AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE PRELIMINARY SOILS ANY CONSTRUCTION DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO I TO MARK LOCATIONS AND I SHALL POTHOLE ALL UTILITY FILL AREAS HAS THE POTENTIAL TO REDUCE FUGITIVE DUST EMISSION BY 80%. 1 REPORT. I THE CITY'S ENGINEERING DEPARTMENT WILL BE REJECTED AND WILL BE' AT THE 1. THE CONTRACTOR SHALL FURNISH SUPPLIERS' 11 1 2. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND CONTRACTOR'S AND/OR OWNER'S RISK AND EXPENSE. CROSSINGS, PRIOR TO STAKING AND PRIOR TO ANY CERTIFICATES STATING THAT ALL PIPE, VALVES, I I FACILITIES WITHIN THE JOB SITE. HOWEVER, ALL EXISTING UTILITY AND OTHER . PIPELINE EXCAVATIONS TO ALLOW GRADE REVISIONS IF FITTINGS, PROTECTIVE COATINGS AND ALL OTHER A. . REDUCE THE AMOUNT OF THE DISTURBED AREA WHERE POSSIBLE. HOWN ON THIS PLAN AND THEIR LOCATION B. ALL. CONSTRUCTION WORK SHALL CONFORM TO THE CITY OF ATASCADERO STANDARDS NECESSITATED BY ACTUAL LOCATIONS. I MATERIALS COMPLY WITH THE SPECIFICATIONS AND- I , REQUIREMENTS OF ATASCADERO MUTUAL WATER COMPANY. B. USE OF WATER TRUCKS OR SPRINKLER SYSTEMS IN SUFFICIENT QUANTITIES WHERE SHOWN IS APPROXIMATE. CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND AND SPECIFICATIONS AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE C. CITY ENGINEER OR REPRESENTATIVE SHALL REVIEW ALL . I I COMPLETE RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUND CITY ENGINEERING DEPARTMENT. . CUT S DES PRIOR TO TRENCHING. I TO PREVENT AIRBORNE DUST FROM LEAVING THE SITE. INCREASED WATERING . UTILITIES AND RELATED FACILITIES AND FOR PROTECTING SAME DURING THE COURSE J. LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES E REQUIRED WHENEVER WI 15 MPH. RECLAIMED. - OF CONSTRUCTION. CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) OF SO, CALIF. C. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH CITY OF ATASCADERO D.. THE CONTRACTOR SHALL CONTACT THE FOLLOWING UTILITY H VAILABLE (NONPOTABLE) WATER SHOULD BE USED WHENEVER POSSIBLE. (800) 642-2444 TWO WORKING DAYS PRIOR TO THE START OF CONSTRUCTION FOR CIFICATIONS SECTION 4.03. ALL TESTS MUST BE DONE COMPANIES AT LEAST 48 HOURS BEFORE BEGINNING PROXIMATE ONLY. THE CROSSING OF . . ASSISTANCE FROM THE RESPECTIVE UTILITIES. ALL UTILITIES-NOT A MEMBER OF WITHIN 15 DAYS PRIOR TO PLACING MATERIAL. TESTING RESULTS SHALL EXCAVATION AND SHALL VERIFY WHETHER OR NOT A THESE UTILITIES WITH WATER MAINS SHALL TENTATIVELY C. ALL DIRT STOCKPILE AREAS SHOULD BE SPRAYED DAILY, AS NEEDED. U.S.A. MUST ALSO BE NOTIFIED. CLEARLY INDICATE THE LOCATION AND SOURCE OF MATERIAL. REPRESENTATIVE OF EACH COMPANY WILL BE PRESENT ANS, CONTRACTOR SHALL HAND I . �. I 1 3. ALL AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL BRUSH AND OTHER DURING EXCAVATION. I PRIOR TO ANY CONSTRUCTION OF I D. PERMANENT DUST CONTROL MEASURE IDENTIFIED IN THE APPROVED PROJECT OBJECTIONABLE DEBRIS, INCLUDING EXISTING ASPHALT PAVEMENT, SCARIFIED TO A D, COMPACTION TESTS SHALL BE DONE ON SUBGRADE MATERIAL AND MATERIAL PLACED UNDERGROUND SERVICE ALERT (USA) � 800-642-2444 WATER MAINS IN ORDER TO VERIFY LOCATION AND DEPTH. REVEGETATION AND L HOULD BE IMPLEMENTED AS SOON AS POSSIBLE � DEPTH OF 1 FOOT, AND WATERED AND COMPACTED AS REQUIRED BY THE SUPERVISING AS SPECIFIED BY THE CITY ENGINEERING DEPARTMENT, SAID TESTS SHALL BE PACIFIC TELEPHONE CO. WHERE WATER MAINS CANNOT' BE MAINTAINED NTH AT FOLLOWING COMPLETION OF ANY SOIL DISTURBING ACTIVITIES. SOILS ENGINEER PRIOR TO PLACING OF FILL MATERIAL I COMPLETED BY A CERTIFIED SOILS ENGINEER AND APPROVED BY THE CITY I LEAST 36 INCHES COVER AND 6 INCHES CLEARANCE FROM � . 1 4. FILL MATERIAL SHALL BE PLACED AS SPECIFIED IN THE SOILS REPORT. IN NO ENGINEERING DEPARTMENT PRIOR TO THE PLACING OF THE NEXT MATERIAL. SOUTHERN CALIF. GAS CO. - MEMBER USA OR 805-964-7821 THE UTILITIES, UNIL CIFIED ON THE E. EXPOSED GROUND AREAS THAT ARE PLANNED TO BE REWORKED AT DATES , CASE SHALL LAYERS EXCEED 8" !N COMPACTED THICKNESS. IT SHALL BE PLACED AT PACIFIC GAS & ELEC. CO. - MEMBER USA OR 805-434-4429 PLANS, THE ENGINEER SHALL BE NOTIFIED AND THE NTH AFTER INITIAL GRADING SHOULD BE SOWN WITH A. FAST THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY AN APPROVED METHOD. E. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELAT'IVE COMPACTION OF 95% IN SONIC CABLE TELEVISION WATER MAIN DEPTH WILL BE ADJUSTED TO MEET THE GERMINATING NA11VE GRASS SEED AND, WATERED UNTIL VEGETATION IS ESTABLISHED. ALL FILL TO BE COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY.AS DETERMINED THE ROADWAY PRISM BETWEEN FINISHED SUBGRADE ELEVATION AND ONE FOOT I CITY OF ATASCADERO 805--461-5035 D CLEARANCE REQUIREMENTS. AMWC F. ALL DISTURBED SOIL AREAS NOT SUBJECT TO'REVEGETATION SHOULD BE . BY ASTM D 1557-65T (MODIFIED TO 3 LAYERS). BELOW. ALL MATERIAL IN FILL SECTIONS BELOW THE ZONE MENTIONED AE30VE ATASCADERO MUTUAL WATER CO.- MEMBER USA 805-466--2428 MUST ALSO BE NO'9, FIED AND APPROVE ANY CHANGE OF STABILIZED USING APPROVED CHEMICAL SOIL BINDERS, JUTE NETTING, OR OTHER I . AND IN THE SIDEWALK SECTIONS SHALL BE COMPACTED TO 90% RELATIVE PLANS OR,SPECIFICATIONS. . 5. THE CUT AREAS OF BUILDING PADS WITH TRAVERSING CUT/FILL DAYLIGHT LINES COMPACTION. E. PIPELINES SHALL. BE INSTALLED AFTER THE ROADWAYS AND I METHODS APPROVED IN ADVANCE BY THE A.P,C.D. WILL BE OVEREXCAVATED AS REQUIRED BY THE SOILS ENGINEER AND THE BACKFILL THE SITE HAVE BEEN BROUGHT TO SUBGRADE. K. LOCATIONS AND EILEVATIONS OF EXISTING WATER LINES I � THE SAME TIME AS THE FILL. THIS PROCEDURE SHALL APPLY G' ALL ROADWAYS, DRIVEWAYS, SIDEWALKS, ETC. TO BE PAVED SHOULD BE * UNDERNEATH THE BUILDING AREA AND A MINIMUM DISTANCE OF 5 FEET BEYOND THEIR F. A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS, WHEN� Ill. SEWER CONDITIONS AND E APPROXIMATE. WHERE COMPL SIBLE. IN ADDITION, BUILDING PADS SHOULD BE LAID AS . I EXTERIOR PERIMETER. � COMPLETED, ARE IN CONFORMANCE WITH THE APPROVED PLANS PRIOR TO THE I CONNECTIONS TO EXISTING LINES ARE TO BE MADE, AS SOON AS POSSIBLE AFTER GRADING UNLESS SEEDING OR SOIL SINDERS ARE USED. .0 I . ,11,�11 I—_ REQUEST' OR FINAL INSPECTION. RECORD DRAWINGS D AFTER A.- ALL. SEWER MANHOLE RIMS SHALL BE ADJUSTED TO FINISH SHOWN ON THE I LANS, CONTRACTOR SHALL EXPOSE THE ; . . 6, POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL STRUCTURES AT A CONSTRUCTION IS COMPLETED. THE CIVIL ENGINEER CERTIFYING THE GRADE IN PAVED AREAS AND TO 6" ABOVE FINISH GRADE EXISTING LINE AND NOTIFY THE ENGINEER OF LOCATION, H. VEHICLE SPEED FOR ALL CONSTRUCTION VEHICLES SHALL NOT EXCEED 15 � MINIMUM OF 2% FOR A MINIMUM OF 5 FEET. IMPROVEMENTS AND PREPARING THE RECORD DRAWINGS SHALL BE PRESENT WHEN IN UNTRAVELED LANDSCAPED AREAS. ELEVATION AND TYPE OF PIPE AND/OR FITTINGS PRIOR . MPH ON ANY UNPAVED SURFACE AT THE CONSTRUCTION SITE. � . . 7. FILL SLOPES SHALL NOT EXCEED A GRADE OF 2 HORIZONTAL- TO 1 VERTICAL. THE FINAL INSPECTION IS MADE. B. SANITARY SEWER PIPE SHALL BE PVC: GRAVITY SEWER SHALL I TO ANY CONSTRUCTION. . I CUT SLOPES SHALL CONFORM TO PLAN SPECIFICATIONS. BE SDR 35 WITH INTEGRAL SOCKET END FOR GASKETED I L. PRESSURE TESTING OF 'THE SYSTEM SHALL BE DONE WHEN 1. ALL TRUCKS HAULING DIRT, SAND, SOIL, OR OTHER. LOOSE MATERIALS ARE TO I G. AN INSPECTION AGREEMENT IS REQUIRED PRIOR TO THE ISSUANCE OF AN . D MAINTAIN AT LEAST TWO FEET OF FREEBOARD (MINIMUM �, 8. SLOPE CONSTRUCTION REQUIREMENTS INCLUDING KEYS AND BENCHES SHALL BE SPECIFIED ENCROACHMENT PERMIT AND START OF CONSTRUCTION. JOINT ASSEMBLY, PIPE, FITTINGS, AND JOINTS SHALL SERVICES AND RELATED FITTINGS ARE INSTALLED VERTICAL DISTANCE BETWEEN TOP OF LOAD AND TOP OF TRAILER) IN ACCORDANCE WITH 11 PROPERLY AND ALL METER BOXES ARE SET TO PROPER 1. BY THE SUPERVISING SOILS ENGINEER PRIOR TO CONSTRUCTION OF GRADED SLOPES. 1. BE IN CONFORMANCE WITH "THE APPLICABLE REQUIREMENTS GRADE, NO PERMANENT CONNECTIONS TO EXISTING, C.V,C. SEC11ON 23114, THIS MEASURE HAS THE POTENTIAL TO REDUCE PM10 EMISSIONS 1 1. 9, ALL AREAS DISTURBED DURING CONSTRUCTION OPERATION SHALL BE PLANTED H. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND ASTM 3034. WATERLINES SHALL BE MADE' UNTIL ALL PRESSURE BY 7 - 14%. � I I WITH PERENNIAL VEGETATION. VEGETATION SHALL BE DENSE AND GROWING PRIOR TO FACILITIES WITHIN THE JOB SITE. HOWEVER, ALL EXISTING UTILITY AND FORCE MAIN PIPE SHALL BE EITHER DUCTILE IRON OR ' � FINAL INSPECTION OR BEFORE THE NEXT RAINY SEASON, WHICHEVER COMES FIRST. MAY NOT BE SHOWN ON THIS PLAN AND THEIR . TESTING AND BACTERIA TESTING IS COMPLETE. J. SWEEP STREETS AT THE END OF EACH DAY IF VISIBLE SOIL MATERIAL IS � OWN IS APPROXIMATE. THE CONSTRUCTION CONTRACTOR PVC CLASS 200 (AWWA C-900). I TEMPORARY CONNECTIONS MAY BE ALLOWED FOR. CARRIED ONTO ADJACENT PAVED ROADS. WATER SWEEPERS WITH RECLAIMED WATER 10. ALL DOWN SPOUTS SHALL HAVE CONCRETE SPLASH PADS. . . AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR . C. SEWER MANHOLES, DROP MANHOLES, CLEAN-OUTS AND URPOSES, HOWEVER, PROPER BACKFLOW E FEASIBLE. THIS MEASURE HAS THE POTENTIAL TO REDUCE 11 I G LOCATED ALL UNDERGROUND UTILITIES AND OTHER LATERALS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ,PROTECTION DEVICES WILL BE REQUIRED. PM10 EMISSIONS BY 25 - 607.. 1 . I 11. ALL UNPAVED FINISHED GRADE ELEVATIONS SHALL BE MINIMUM OF 6" BELOW FACILITIES AND FOR PROTECTING THEM DURING CONSTRUCTION. THE CITY OF ATASCADERO STANDARD DRAWINGS NO. 606, . . . . FINISHED FLOOR. . 1 607, 605 AND 603 RESPECTIVELY, M. THE ATASCADERO MUTUAL WATER COMPANY IS TO BE 2. PRIOR TO TH TION, THE CONTRACTOR SHALL SUBMIT TO THE 12. ALL UNSUITABLE SOIL, MATERIALS, ASPHALT, CONCRETE, RUBBISH AND DEBRIS 1. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF . D. THE CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION NOTIFIED AF ALL WORK NVOLVING SHUTTING OFF WATER CITY BUILDING DEPARTMENTA DETAILED PLAN TO TRANSPORT THE EXCESS ­ ADING OR DEMOLITION OPERATIONS SHALL BE REM.OVED FROM THE CONSTRUCTION. THE CONSTRUCTION CONTRACTOR SHALL CONTACT UNDERGROUND I AT ANY TIME FOR ANY REASON. LINES SHALL BE EkAVATED MATERIAL. THE PLAN SHALL BE A WRITTEN DOCUMENT STATING THE JOB SITE, TRANSPORTED TO A SUITABLE LOCATION, AND DISPOSED OF IN ACCORDANCE SERVICE ALERT (U.S.A.) AT 1-800--642-2444 TWO TO TEN DAYS PRIOR TO THE AS TO EXACT LOCATIO TION AND PRESSURIZED AND PROTECTED FROM BACK-FLOW METHOD OF TRANSPORT, ESTIMATED TRIPS PER DAY, ES11MATED QUANTITIES PER I WITH APPLICABLE REGULATIONS. START OF EXCAVATION AND SHALL VERIFY THE LOCATION OF ANY KNOWN ATERALS AT THE POINT WHERE THEY CONDITIONS WHICH COULD CAUSE BACTERIA AND DIRT TO DAY, DESTINATION OF MATERIALS AND PROPOSED METHODS OF DUST CONTROL UTILITIES AND WHETHER OR NOT A REPRESENTATIVE OF EACH COMPANY WILL BE T OR STREET RIGHT-OF-WAY UNE AS ENTER LINES. 'THE ATASCADERO MUTUAL WATER COMPANY � 13. INSTALL DRAINAGE STRUCTURES PER MANUFACTURER'S SPECIFICATIONS. PRESENT DURING EXCAVATION. WELL AS MANHOLE AND CLEANOUT LOCATIONS FOR THE . SHALL OPERATE ALL VALVES IN THE ACCEPTED SYSTEM. . � I . 14, THE CONTRACTOR SHALL EMPLOY ALL LABOR, EQUIPMENT AND METHODS REQUIRED PURPOSE OF PROVIDING THE ENGINEER WITH A BASIS FOR N. BEFORE ANY PRESSURE TESTING IS DONE FOR .00b. ,.W,. I e"%,0%a a ' " A '' ' TO PREVENT HIS OPERATIONS FROM PRODUCING DUST IN AMOUNTS DAMAGING J. A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK WITHIN THE PUBLIC AS-BUILT DRAWINGS. SEWER LATERALS SHALL BE MARKED . INSPECTION, THE SYSTEM MUST BE COMPLETED PER .� U I R"w#`E�vuRu`*E MITI tiURES TH A STAMPED "S". A R"'QH�A Eu'""L (�,_ ,.G T I "N '""' . ATED VEGETATION AND DOMESTIC ANIMALS OR CAUSING A NUISANCE RIGHT-OF-WAY, FOR BOTH SEWER AND ROAD CONSTRUCTION AND THE INSPECTION B FACE wi ATASCADERO MUTUAL WATER COMPANY STANDARDS; ALL � . I TO PERSONS OCCUPYING BUILDINGS IN THE VICINITY OF THE JOB SITE. THE CARD SHALL BE POSTED ON THE JOB SITE PRIOR TO THE START OF E� SEWER MAINS SHALL BE TESTED AFTER ROADWAYS AND THE SERVICES INSTALLED AND TO GRADE. ALL MAIN LINE 11 CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY DUST RESULTING , �.......�,­111 , I CONSTRUCTION. ' CONTROL VALVES MUST HAVE CHAMBERS SET TO GRADE. Instructions for removal of surface and subsurface artifacts in accordance with phase 2 archaeological study (Gil�son October FROM HIS OPERATION. DUST ABATEMENT MEASURES SHALL BE CONTINUED UNTIL SITE HAVE BEEN BROUGHT TO SUBGRADE, AND AFTER ALL SLOW-OFF, AIR VALVES AND FIRE HYDRANTS MUST BE 9, 1998). Subm.it the name of the archaeologist or other qualified professional who will monitor I grading and trenching prior RELIEF IS GRANTED BY THE GRADING INSPECTOR. K. THE CITY INSPECTOR, ACTING ON BEHALF OF THE CITY ENGINEERING COMPACTION CERTIFICATION. INSTALLED, FINAL PRESSURE TESTING SHALL BE DONE to permit. 1 15. CONSTRUCTION CONTRACTOR SHALL AS LETE RESPONSIBILITY DEPARTMENT, MAY REQUEST REVISIONS IN THE PLANS TO SOLVE UNFORESEEN - F. ALL. NEW SEWER MAIN INSTALLATIONS SHALL BE AT THIS POINT. CHLORINATION OF COMPLETED SYSTEM � I � UBLIC AND PRIVATE PROPERTY ADJACENT TO THE SITE AND THAT PROBLEMS THAT MAY ARISE IN THE FIELD. REVISIONS SHALL BE REVIEWED BY TELEVISED. I . REQUIRES 48 HOURS BEFORE FLUSHING, CHLORINATED As currently designed the Lakes project would consist of about 140 single family homes with streets, utilities, on area for a I HE SHALL, AT HIS EXPENSE, REPAIR OR REPLACE TO ORIGINAL CONDITION ALL. THE DESIGN ENGINEER PRIOR TO IMPLEMENTATION. THE INSPECTOR MAY ALERT WATER MUST BE REMOVED. BACTERIA TESTS WILL TAKE A take, landscaping and possibly some commercial development. With the exception of SLO-1877 which is currently in open ' EXISTING IMPROVEMENTS WITHIN OR ADJACENT TO THE JOB SITE WHICH ARE NOT EVIATIONS IN THE WORK FROM THE PLANS, 'THE I I V. STORM DRAIN CONDITIONS MINIMUM 48 HOURS. space, the other three prehistoric sites, and Isolated areas would be directly impacted by the project. Map 3 shows the � DESIGNATED FOR REMOVAL AND WHICH ARE DAMAGED OR RE F HIS CONTRACTOR SHALL REMEDY THE WORK TO COMPLY WITH THE PLANS TO THE � I original site and isolated artifact boundaries as black dashed lines. The red lines show the site boundaries based on the . OPERATIONS. SATISFACTION OF THE INSPECTOR. A� REINFORCED CONCRETE PIPE (RCP) MATERIALS AND 0. IF ANY TEST FAILS, RESAMPLE OF THAT LOCATION SHALL * g program. . . 16. OFFSITE GRADING OR OTHER CONSTRUCTION WORK WILL NOT BE PERMITTED INSTALLATION SHALL COMPLY WITH THE REFERENCED CONTINUE DAILY UNTILL TWO (2) CONSECUTIVE DAYS OF . . . I WITHOUT PRIOR WRITTEN PERMISSION OF THE OFFSITE PROPERTY OWNER. L. THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE, AND STANDARD SPECIFICATIONS. RCP STRENGTH CLASS SHALL . PASSING WITH A MINIMUM OF 48 HOURS FOR EACH TEST, For all areas outside the red site areas on map 3, development can occur if the areas are first surface collected to remove . I I F ALL CHANGES WHICH DEVIATE FROM THE CONSTRUCTION AS ANS. JOINTS SHALL BE GROUTED . THIS IS A TIME CONSUMING PROCEDURE IF TESTS ARE surface artifacts. All grading and trenching to depths of 5 feet should be monitored by a qualified archaeologist and Native , 17, THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OR PRO PROPOSED IN THESE PLANS AND SPECIFICATIONS FOR THE PURPOSE OF PROVIDING BOTH INSIDE AND OUTSIDE. POSITIVE AND COULD RESULT IN 48 HOURS OF t r any isolated artifacts that may be unearthed. If any concentrations of artifacts, or ovens, hearths, OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS. ANY SURVEY MONUMENTS THE ENGINEER WITH A BASIS FOR RECORD DRAWINGS. NO CHANGES SHALL BE ' etc. are unearthed, works should halt until the discovery can be evaluated and appropriate recommendations made. NTRACTOR SHALL BE REPLACED IN ACCORDANCE NTH THE STATE, B. DROP INLETS SHALL BE CONSTRUCTED IN ACCORDANCE WITH RECHLORINATION BEFORE RETESTING. WATER METERS WILL . �_ . LAND SURVEYOR'S ACT AT THE CONTRACTOR'S EXPENSE. MADE WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERING DEPARTMENT AND THE . THE CITY OF ATASCADERO STANDARD DRAWING 502. � BE INSTALLED ONLY ON AN ACCEPTED SYSTEM. I For all areas in red on mop 3 for sites SLO-1875 and SLO-1 1 876, some direct impacts can oc I cur if the are mitigated. 1 18. NO TREES SHALL BE REMOVED OTHER THAN THOSE DESIGNATED FOR REMOVAL ON THESE DESIGN ENGINEER. I GRATES SHALL BE ADEQUATE FOR STATE OF CALIFORNIA HS- First attempts should be made by designing the project to minimize direct impacts to these areas. After this is done the . PLANS, TREE REMOVAL INCLUDES REMOVAL OF STUMP, AND PROPER DISPOSAL THEREOF. M. THE STRUCTURAL SECTION SHALL BE BASED UPON SOILS TESTS TO DETERMINE THE 20 TRAFFIC LOADING, I ' following suggestions fbr mitigation should apply, Specific mitigation techniques may vary depending on the archaeologist 19. UNLESS OTHERWISE NOTED, ALL EXISTING SEWER CLEANOUTS, MANHOLES, WATER VALVES, R-VALUE OF EXISTING SOIL AND A TRAFFIC INDEX DESIGNATED BY THE CITY C, ALL DRAINAGE OUTLET STRUCTURES SHALL BE CLASS "A" P. ALL TAPPING OF EXISTING MAINS SHALL BE PERFORMED doing the work. Thes'e ore only general guidelines. � AND OTHER UTILITY BOXES ARE TO BE RAISED OR LOWERED TO FINISH GRADE. ENGINEERING DEPARTMENT AND SHOWN ON EACH CROSS-SECTION. REINFORCED PORTLAND CEMENT CONCRETE. BY ATAS. MWC, CHARGED AT T14E STANDARD RATE IN EFFECT ' SLO-1875. The eastern area of this site can be mitigated by excavation of three 2 by 2 meter units excavated at each 20. SAWCUTS SHALL BE MADE A MINIMUM OF 12 INCHES INTO EXISTING PAVING I AND I . N. ALL FRESH CUT AND FILL SLOPES SHALL BE PROVIDED WITH 'A METF40D OF . D� PVC SHALL BE SDR 35 WITH INTEGRAL SOCKET END FOR AT THE TIME THE TAP IS MADE. end and center of this area. They should be screened with 1/16" mesh screen. C-14 dates should be obtained for both VEAL A COMPETENT STRUCTURAL SECTION. EROSION CONTROL APPROVED BY THE CITY COMMUNITY DEVELOPMENT AND GASKETED JOINT ASSEMBLY. PIPE, FITTINGS, AND Q. ALL WATERLINE AND APPURTENANCE INSTALLATION SHALL shell and bone (using AMS techniques if necessary). After the mitigation, normal compaction and other grading can occur ' -1_1-- ­ . ENGINEERING DEPARTMENTS PRIOR TO FINAL INSPECTION, JOINTS SHALL BE IN CONFORMANCE WITH THE APPLICABLE I and should be accompanied by archaeological monitoring described above. NTITIES : I . REQUIREMENTS ASTM 3034. . BE INSPECTED BY AMWC. I I . CUT : 10,000 CUBIC YARDS . 0. ALL UTILITY RELOCATIONS AND/OR ,ALTERATIONS SHALL BE THE SOLE I At least some of the western area should be protected by design if at all possible. Probably the area of SLP 1 and 2 is I FILL : 10,000 CUBIC YARDS RESPONSIBILITY OF THE DEVELOPER AT HIS EXPENSE. V. WATER MAIN CONSTRUCTION NOTES VI, EMERGENCY ,ACCESS the most intact and contains the most dense concentration of cultural materials. In general the western area of this site I A. WATER MAINS SHALL BE TESTED AFTER THE ROADWAYS AND can be mitigated by excavation of five 2 by 2,meter test units space over the entire area. They should be screened with HE DIFFERENCE BETWEEN EXISTING GROUND . THE SITE HAVE BEEN BROUGHT TO SUBGRADE, AND A. IN THE EVENT THAT PROJECT CONSTRUCTION CONTINUES 1'16" mesh screen. C-14 dates should be obtained for both shell and bone (using AM$ techniques if necessary). After the SED FINISH GRADES AS SHOWN ON THE PLAN. EARTHWORK P. IN THE EVENT THAT THE CONTRACTOR NOTICES IRREGULARITIES IN THE LINE OR FICATION, I mitigation, normal compaction and other grading can occur and should be accompanied by archaeological monitoring . QUANTITIES ARE PROVIDED FOR PERMITTING PURPOSES ONLY. NO WARRANTY IS GRADE HE SHALL BRING IT TO THE IMMEDIATE ATTENTION OF THE DESIGN DURING WET WINTER MONTHS, THE CONTRACTOR SHALL, MAKE described above. � � EXPRESSED OR IMPLIED FOR THEIR ACCURACY. SHRINKAGE, CONSOLIDATION, AND ENGINEER AND THE CITY ENGINEERING DEPARTMENT. IF HE FAILS TO DO SO, 8, ALL WATER MAINS AND SERVICES SHALL. PASS OVER ALL EVERY EFFORT TO MAINTAIN OR WINTERIZE THE ROADS FOR I CLEARING LOSS FACTORS HAVE NOT BEEN INCLUDED. CONTRACTOR SHALL MAKE His THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ERROR IN THE GRADE AND EMERGENCY VEHICLES, Part of the SLO-1875 area may be in the lake area. Special monitoring of this dee'per excavation should be done by a HIS OWN SITE VISIT AND QUANTITY' TAKE-OFF AND SHALL BID ACCORDINGLY. RALS WITH A MINIMUM OF ONE ' I . TRUCTION TO CORRECT SUCH ERROR. B. FIRE PROTECTION IS TO BE PROVIDED PRIOR TO geornorphologist and archaeologist to better document the land form of the lower component. The. Lakes project area ""- I � LEARANCE, UNLESS OTHERWISE 1%_ 1 22. AGGREGATE BASE : Q. EXISTING PAVEMENT SHALL BE SAW CUT IN ACCORDANCE WITH THE CITY/COUNTY AUTHORIZED ON THE PLANS. I CONSTRUCTION OF ANY BUILDINGS PER THE 1988 EDITION contains complex subsurface trenching for underground utilities. Monitoring of subsurface trenches for artifactuol materials . . . ' OF THE UNIFORM FIRE CODE. DIVISION 111, SECTION and features, and for alluvial sedimentological data (mopping 'of poleochannel deposits and stratigrophic relationships) would A. AGGREGATE BASE MATERIAL SHALL. CONFORM TO THE APPLICABLE REQUIREMENTS CIFICATIONS TO REVEAL A COMPETENT STRUCTURAL SECTION I proved significant information on the Lakes project stratigraphy. Findings may be important to determining antiquity of OF SECTION 26 OF THE CALIFORNIA STATE STANDARD SPECIFICATIONS. AND NEW PAVING SHALL BE JOINED AT THIS POINT. THE STRUCTURAL SECTION C. ALL WATER MAIN FITTINGS, TEES, VALVES, BENDS, � 10,301 C, WHICH REQUIRES THAT WATER MAINS AND cultural items, poleo-environmentat information for landscape reconstruction, and encountering further potential I SHALL BE INSPECTED BY THE CITY ENGINEERING DEPARTMENT PRIOR TO THE ETC., SHALL HAVE FLANGE CONNECTIONS NTH ANY HYDRANTS SHALL BE OPERABLE AND TESTED. AN ACCESS archaeological resources. . I I " B. AGGREGATE BASE AND SUBBASE MATERIAL SHALL BE COMPACTED TO, A MINIMUM PLACEMENT OF BASE. . ADJACENT FITTINGS. ALL GATE VALVES SHALL BE I ROAD WITH 6" OF AGGR MINIMUM . . , RELATIVE COMPACTION OF 95%. THE TOP 12 ,INCHES OF SUBGRADE BELOW RESILIENT WEDGE, UNLESS OTHERWISE SHOWN ON THE . WIDTH OF 24' FOR FIRE TRUCKS MUST, BE KEPT OPEN A-T � * Monitoring of trenching may also result in collection and processing of earth materials for age dating - charcoal in ADE SHALL BE COMPACTED TO A MINIMUM RELATIVE R. ANY SURVEY MONUMENTS WITHIN THE AREA OF CONSTRUCTION SHALL BE � PLANS. I _ COMPACTION OF 95%. BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND ALL TIMES. A PORTION OR SECTION OF WATER LINES MAY context; shell in context; soil for soil profile chemistry. . . 23. ASPHALT : I SURVEYOR IN ACCORDANCE WITH CITY STANDARD DRAWING #426 AND AS REQUIRED D� FIRE HYDRANT ASSEMBLIES, GATE VALVE BOX AND ANCHOR I BE PUT INTO OPERATION FOR FIRE PROTECTION. * Collection of soil samples from any potential archaeological features and surrounding soil for laboratory testing and BY STATE LAW, LAND SURVEYORS ACT AND SUBDIVISION MAP ACT, . AIR RELEASE VALVES, THRUSTBLOCKS AND ALL OTHER WATER analysis of. soil chemistry. Findings of soil work may be significant to archaeological questions of antiquity and ancient A. ASPHALT CONCRETE PAVING SHALL CONFORM TO THE REQUIREMENTS FOR FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH . iond-use character, and also aid other efforts to understand soil processes and human ecology. ASPHALT CONCRETE TYPE 8 AS SPECIFIED IN SECTION 39 OF THE STATE OF S. ALL GRADING OR OTHER CONSTRUCTION WORK OUTSIDE OF THE RIGHT-OF-WAY L WATER COMPANY STANDARD DRAWINGS. VII. LANDSCAPE CONDITIONS . . ' CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, JULY SHALL NOT BE PERMITTED WITHOUT WRITTEN PERMISSION-, FROM THE OFF-SITE 'GATION, WALKWAYS AND SLO-1876, The western half of this site where STP 1 was excavated can be mitigated by excavation of three 2 by 2 meter 1992 EDITION, PROPERTY OWNER. I E. PVC PIPE SHALL BE CLASS 200 AND SHALL CONFORM TO A. ALL COMMON LANDSCAPE, IRRI units excavated at each end and center of this,orea (west of the barns and other strulctures). They should be screened �, . 24. GRADE CONSTRUCTION STAKES SHALL BE SET BY A LICENSED OR REGISTERED MEET THE REQUIREMENTS OF A.W.W,A. SPECIFICATIONS . FENCING SHALL BE INSTALLED ACCORDING TO PLANS with 1/16" mesh screen. C-14 dates should be obtained for both shell and bone (using AMS techniques if necessary). ,� THE CITY COMMUNITY C900 FOR 12 INCHES AND SMALLER. PRIOR TO FINAL APPROVAL OF PHASE I IMPROVEMENT CIVIL ENGINEER OR SURVEYOR IN THE STATE OF CALIFORNIA. T. NO TREES SHALL BE REMOVED WITHOUT PERMISSION FROM I After the mitigation, normal compaction and other grading can occur and should be accompanied by archaeological � , ­ RTMENT. GRADING ACTIVITY MUST NOT FILL, EXCAVATE OR F� ALL VALVE BOX COVERS SHALL BE ADJUSTED TO FINISH PLANS. monitoring described above. I . -, BENCHMARK: SEE SHEET No. 1 FOR BENCHMARK INFORMATION. . IN ANY WAY DISTURB THE GROUND. THE DRIPLINE OF A TREE TO BE PERSERVED. GRADE. . ' PRIOR TO PERMIT ALL TREES SHALL BE FENCED WITH METAL T-BAR AND ORANGE The eastern half of SLO-1876 is planned for open space/park. All removal, of structures in this area should be reviewed by . � . I MESH NETTING CONSISTENT' WITH DETAIL A ON SHEET 2A, G. THE CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION Vill. NOISE MITIG,.ATION the project archaeologist and work done to minimize subsurface disturbance as much as possible. It may be necessary to - 25, EROSION CONTROL: . AS. TO EXACT LOCATION BY CENTERLINE STATION AND A, A NOISE MITIGATION PLAN FOR THE AMWC RIVER WELLS conduct some subsurface testing in the eastern half depending on the proposed impacts to the area. It is assumed this I U. THE CONTRACTOR AGREES THAT IN ACCORDANCE NTH GENERALLY ACCEPTED . MAIN DEPTH OF ALL WATER FACILITY APPURTENANCES: SHALL BE DEVELOPED AND APPROVED BY THE COMMUNITY area contains a higher density of cultural materials than the western half. No specific work was done in the barn area for A. PROVIDE AN EROSION CONTROL BLANKET LINING WHEN SLOPE EXCEEDS 2.0%. E TOR SHALL BE REQUIRED TO ASSUME SOLE VALVES, TEE AND OTHER FITTING, METERS, AND OTHER I . this testing project because it was outside the residential area, If this changes, additional testing may be necessary before . LINING SHALL BE NORTH AMERICAN GREEN C125 OR AN APPROVED EQUAL. AND COMPLETE RESPONSIBILITY FOR THE CONDITION OF THE JOB SITE DURING PERTINENT FEATURES FOR THE PURPOSE OF PROVIDING DEVELOPMENT DEPARTMENT PRIOR TO FINAL APPROVAL OF mitigation guidelines are developed. . I . B. INSTALL LINING WITH APPROVED STAPLES. � ROJECT, INCLUDING THE S THE ENGINEER WITH A BASIS FOR AS-BUILT DRAWINGS. PHASE I IMPROVEMENT PLANS. SLO-1874 contain This entire area is within the residential development area. As designed, there was . I OPERTY, AND THAT THIS REQUIREMENT SHALL BE MADE TO A "W" SHALL BE CLEARLY MARKED ON THE CURB FACE FOR . concern about the necessity of soil compaction due to projected fill thot was to be place on this area. Based on the . APPLY CONTINUOUSLY AND NOT BE,LIMITED TO NORMAL WORKING HOURS. THE . SERVICE LOCATION. . subsurface testing, it appears as' if:the lower component is 18" to 24" below the exiting surface. I 11, INSPECTION I D, INDEMNIFY AND HOLD HARMLESS THE 1. � � * 1, CONTRACTOR SHALL CALL FOR INSPECTIONS AND TESTS AT EACH PHASE OF CITY OF ATASCADERO AND THE DESIGN PROFESSIONAL FROM ANY AND ALL � This entire area can be used as planned if a mitigation program is conducted. This will consist of surface collection of the . , WORK AND IN A TIMEELY MANNER TO ENSURE A QUALITY JOB. LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK entire site area, and subsurface somp I les of both the upper and lower component. Because the lower component will be ' ON THE PROJECT, EXCEPTING LIABILITY ARISING FROM NEGLIG . I I . below two meters, larger units'and/or shoring may be 'necessary. It is recommended that three 3 by 3 meter units be 2. THE SOILS ENGINEER SHALL INSPECT AND TEST ALL GRADING OPERATIONS - DESIGN,PROFESSIONAL. . � excavated and screened with 1/16" mesh screen. The lower component can be sampled with smaller units inside the large IN THE FIELD AND SHALL DECLARE THAT ALL EARTHWORK WAS PROPERLY � 1 3 by 3 meter units. C-14 dates should be obtained for both shell and bone (using AMS techniques if necessary) from the DONE AND WAS DONE IN CONFORMANCE WITH ALL REQUIREMENTS SPECIFIED V. THE CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES. TRAFFIC lower component. After the mitigation, normal compaction and other grading can occur in the 18" to 24". No major HEREWITH, I CONTROL SHALL BE IN ACCORDANCE WITH THE CURRENT CALTRANS MANUAL FOR ' I TRAFFIC CONTROL A CONTROL HANDBOOK. NO STREET OR . grading should occur below 24" except utility trenching. All grading and trenching should be accompanied by archaeological 3. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL LANE CLOSURE SHALL BE PERMITTED UNLESS PREVIOUSL monitoring described above. I NECESSARY PERMITS, FEES, BONDS OR CHARGES IN CONNECTION WITH THE GRANTED BY THE CITY ENGINEERING DEPARTMENT. . WORK SPECIFIED HEREWITH. I SLO-1877. This site should remain in open space and protected from secondary impacts from relic collectors and other ' W, CONSTRU EGISTERED CIVIL ENGINEER potential impacts such as dirt bikes, miscellaneous excavation or dumping from residents nearby, If any extra soil is 111, 1NSURANC OR A LICENSED LAND SURVEYOR REGISTERED IN THE STATE OF CALIFORNIA. generated from the Lakes project, the SLO-1877 could be capped or, possible fence to protect it. If capped, it could be I I used as a park. In this case the project archaeologist should review development pion$. � I 1. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORC �X, ANY I DISTURBED MAIL BOXES S I HALL BE REPLACED IN A MANNER APPROVED BY THE 1. . ATIONS AS THEY PERTAIN TO THE CONTRACTOR, THE . I I'll I — -_ -, -1-1-_.1____-1 I I -_ 1146,A�� CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY T HE CITY COMMUNITY DEVELOPMENT DEPARTMENT. . I I DEVICES, INCLUDING SHORING AND SHALL BE SOLELY RESPONSIBLE FOR . . - -,_,__,_____ I R E�V -11­ S I 0 N S ... a * -4) "Ill",-, CONFORMING TO ALL LOCAL, STATE Y. THE PLAN CHECK OF THESE PLANS BY THE CITY OF ASTASCADERO I'S FOR THE LIMITED . -`1 - TH E LAKES (PN 3 STANDARDS, LAWS AND REGULATIONS. . . PURPOSE OF REVIEW FOR CONFORMANCE NTH CITY PROCEDU H LICABLE . 'I,- �� -,"�,�.�, . . NO. BY DATE DESCRIPTION I T R A C"T /2"/2" / - 1111111""�,'�'," '­kN'�'11 1`1 I— I-,---------- ,�­­,.,..­�,�......� WOJAM.."."� � , CITY POLICIES AND ORDINANCES. THE PLAN CHECK IS NOT A DETERMINATION OF THE TECHNICAL 04,�_, ,�1�4 I " 0,k,,'.��S"i'(�� , . I . w, � W %, )01� " IN FULL FORCE AND EFFECT UP TO THE cq ff mon 'O �, ,� _,__ k \' 2. THE CONTRACTOR SHALL MAINTAIN . ADEQUACY OF THE DESIGN OF THE IMPROVEMENTS. SUCH PLAN CHECK DOES NOT, THEREFOR, / ,�,�, �0� te, \ -- I . DATE OF FINAL d",z ,�. �1'41 , ,�� \ I . I . I I e'TA N D A R D N "I TEE 3 RELIEVE THE DESIGN ENGINEER OF RESPONSIBILITY FOR THE DESIGN OF' THESE IMPROVEMENTS, Fill �F q� .-ii4,�, 4"." F Z) U I,/A.,"�, 'N 'Q,�;O, 1 �C,� I - -------_­ " I- �,, . . 0010"­".0.0� 11 . . I f cl)�17�_, 1 ,�� .. ,\ ---I ----------I-- .. ,,,�, 1. WORKER'S COMPENSATION INSURANCE IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. . -;, _. ? , I i I .. I/­�� /,-, � . I , . � - I 1 2. PRODUCTS A TIONS INSURANCE I . I . I (.""! t­-, iz I/ , " 4's 11 ",_r, "'. / , _" ,� , _P , �_ - ", � I E N G I N E E R S � I ,I W_� , , �, - ! 11 ,,, ) ,� , , �`1V 0 x I , , tY,,, F A, .ASCADERO, CA 1 3. COMPREHENSIVE LIABILITY INSURANCE I i ,�,r I ,i,�,Jio, c""n-, � "I � I C! _ I �� I . I W , , I . � "� I 11 /_ I , ,(�11 I __ I— ____ __2 -_1------------ 0­"� , -_ �� : I I 11 ; , , I I -, 1� �, �-�,,. E,"-�,',-/;o",� * I I I I" e �", I'', . � � 1J " ­ 3. LIMITS OF INSURANCE, CLAUSES, AND ADDITIONALLY INSURED PARTIES � 1� ,% - � I , _______I L. __1L -_ .. .WW" 1, � "I I 1 1� I 1_', � , 1* I , I " �� 1Y, "''/ " """'," I SHALL BE TO THE SATISFACTION AND APPROVAL OF THE OWNER PRIOR TO S U R \� I I I 11 , , , __'.- . I I I I i 1/ "', .,,,Cll�­ - �00-% ",N,� e I i "' �, , -,� � I , I 1-, . $�, \, 11 I" I I ,,,1 z 4.j,4,�,_ Ill - / . F � . ,\,� . � I--,---,/, - --- THE START OF CONSTRUCTION. 1) �_ ,I �\_" IR, ", �_ "� ____a J� _L�:�_,__ _____,�, , . ­­ 1-1-1-1 I "") , ", 1 364 Pacific Street \",, ,,�,,,,*;,"-­ " , '"""' " I Son Luis Obispo, CA 93401 ,,�,,�,,I,,,�._"_"r ,,,, 1�&� ",,,� J ,4&* ALKEN�TIEN R.C,E."36760 EXP. 6-30-02 DATE ,��_,_ .f 9!�,l R, F I �_I k_PN\­-,, , __ -7407 __­-, �_ _____ wilum's-04- - ___.__111 11-1-1-1-1-­__I 1-1 -, (805) 544 . �__��____ I BY: DRAWN BY: CHECKED BY: JOB NU . : . L : HEET: I � . . 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