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1994 - Portola Road, Atascadero Avenue,
CONSTR QN,_ N015 TY ENGINEERING 1. NO CONSTRUC11ON SHALL BE STARTED MT14OUT PLANS APPROVED BY THE Cl DEPARTMENT. THE CITY ENGINEER SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO STARTING OF 'CONSTRUCTION. ANY CONSTRUC11ON DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO THE CITY ENGINEER MAY BE REJECTED AND WILL BE AT THE CONTRACTOR'S AND/OR OWNER'S RISK, WQRK TQ BE DONE 2. ALL CONSTRUCTION WORK AND INSTALLATIONS SHALL CONFORM TO THE CITY OF ATASCADERO THE IMPROVEMENTS CONSIST OF THE FOLLOWING WOR�" 7 r,-4 E STANDARDS AND SPECIFICATIONS AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE THE CURRENT C"'1, if DONE ACCORDING TO THESE PLANS AND I CITY ENGINEER. OF ATASCADERO STANDARD DRAWINGS AND SPECIFi CATION 3. SOILS TESTS SHALL BE DONE IN' ACCORDANCE WITH THE CITY STANDARDS AND SPECIFICATIONS SECTIONS. ALL TESTS' MUST BE MADE WITHIN FIFTEEN DAYS PRIOR TO PLACING MATERIAL. PREPARATION OF SUBGRADE AND PAVING OF STREETS THE TESTS RESULTS SHALL CLEARLY INDICATE THE LOCA11ON AND SOURCE OF THE, MATERIAL 4. COMPACTION TESTS SHALL BE MADE ON SUBGRADE MATERIAL, TRENCH BACKFILL AND MATERIAL SAWCUTlING OF EXISTING ASPHALT PLACED AS SPECIFIED, BY THE CITY ENGINEER. SAID' TESTS SHALL BE MADE PRIOR TO THE PLACING OF THE NEXT MATERIAL. 5. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 959 IN THE ZONE SEWER MAIN 40 V V BETWEEN FINISHED SUBGRADE ELEVATION AND ONE FOOT BELOW. ALL MATERIAL IN 'FILL SECTIONS BELOW THE ZONE MENTIONED ABOVE SHALL BE COMPACTED TO 90% RELA11VE COMPACTION.- SEWER LATERAL PER CITY STD 603 s 6. A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS, WHEN COMPLETED, ARE IN ACCORDANCE WITH THE PLANS AND THESUBDIVISION REVIEW BOARD REQUIREMENTS PRIOR TO THE REQUEST FOR FINAL INSPECTION. AS-BUILT PLANS ARE TO BE PREPARED AFTER W 3 l'IFY!NG THE VIL iE, 0 —PER CITY STD 605— Co CONSTRUCTION IS COMPLETED. nit ND Sp C SEWER CLEANOUT THE." I MADE PREPARING THE AS-BUILT PLANS111" k WHEN'� L IN -A BE"PRES04T," 7. AN INSPEC11ON AGREEMENT IS REQUIRED PRIOR TO THE START OF CONSTRUCTION. WATER MAIN W 8. THE CITY INSPECTOR, ACTING ON BEHALF OF THE CITY ENGINEERING DEPARTMENT MAY ASIONS TO THE PLANS TO SOLVE UNFORESEEN PROBLEMS THAT MAY ARISE IN THE WATER SERVICE —PER CITY STD 701— -0, wm REQUIRE RE\ FIELD. ALL REVISIONS SHALL BE SUBJECT TO THE APPROVAL OF THE DEVELOPER'S ENGINEER. 2 9. WESTLAN D ENGINEERING COMPANY SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE OF WATER VALVE W , CONSTRUCTION BY THE CONTRACTOR OR THE OWNER SO THAT THEY MAY SCHEDULE THE ENGINEER'S INSPEC11ON OF THE CONSTRUCTION. PER CITY FIRE HYDRANT & APPURTENANCES —STD 701— FH 10. BASE MATERIAL REQUIREMENTS �p, AGGREGATE FOR CLASS 2 AGGREGATE BASE, 3/4- GRADATION CALTRANS STANDARD SPECIFICA71ONS w cr_ 5' OFFER OF GAS MAIN G 1988 EDITION, SHALL BE FREE OF VEGETABLE MATTER AND OTHER, DELETERIOUS SUBSTANCES AND DEDICATION 0 SHALL BE OF SUCH NATURE THAT IT CAN 13E COMPACTED READILY UNDER WATER AND ROLLING TO 0 u U JGHT OF AGGREGATE BASE SHAH 3v:) of FORM A FIRM STABLE BASE. THE PERCENTAGE COMPOSITION BY WE 5 -0-11 -- - __.lo I 1 -7 off sp, CONFORM TO THE FOLLOWING GRADING WHEN DETERMINED BY CALIFORNIA TEST METHOD NO. 202, 25 25' A 0 Cpjjot4 G A S L A TE R A L G SIEVE SIZE PERCENTAGE PASSING — 3/4* 8751�-100% NO. 4 30%-60% ELECTRIC, CABLE TV, & TELE HONE E TV T---- N 0. 30 5%-35% N 0. 200 0-12% ...... PER CITY THE AGGREGATE BASE SHALL ALSO CONFORM TO THE FOLLOWING QUALITY REQUIREMENTS: PORTOLA 'ROAD STREET CENTER LINE MONU EN T S TD 426 TEST TYPE CALIF. TEST MIN. REQUIREMENTS METHOD NO. PER CITY RESISTANCE (R-VALUE) NO. 301 78 (SHEET 3) STOP AND/ OR STREET NAME SIGN —STD 427— 0 SAND EQUIVALENT (S.E.) NO. 217 22 DURABILITY NO. 22S 35 EEI INDEX N STORM DRAIN UMEX . MAE SHT N9. S 'E WORK DE,-MIPII QN -OF ORCESAM EASURE "WI cl- 1 1 140" HE OWNER' NOW'THC��NGINEER s NO SCALE Vi:TH't CONTRACTOR,,` 4' REGULA-11ONS,AS",-11-4E�'-�Y,�,�'PER-,,,T-,"Al�, _-E TRACTOR SHALL"DE 1 IMPROVEMENT PLAN - TITLE SHEET 4D"l INTAIN���ALL,�'SAFET�,Y,DEVl�OESI, INCLUDING. -G:,IAND SHALL,"BE-SOLELY TREE TO BE REMOVED— '7 _�-SHORIN 2 ATASCADERO AVENUE DERAL'�SAFETY AND��`HEALTH 'IN 6 tO' Af,LL10 AL,: FE SPI E'fOR, 001 �O stATE""AND lk ONSIOL NP" c 3 PORTOLA ROAD ;A' S- THE`APPROVAL' 'OF"', 'THESE PLANS,"SHALL NOT,�'B`E`JAKEN AS 'AN DA;7Z ST kRDS W` -AND, 4 COLE COURT TH E ITY, - THAT,THE,APPLICANT, ENGINEERS. CONTRACTORS OR :A`GENTS,HAVt _� C GONCURRENCE','V 5 CROSS SECTIONS - ATASCADERO AVENUE RIP RAP — SIZE AS NOTED ,BEER,ABSOVVED TO,-ENFOR.0 P - PORTOLA ROAD A PLICABLE,SAIFEIT,�Y-..R;EFQNSIBILI,11ES- 6 CROSS SECTIONS 7 COMPOSITE UTILITY PLAN 12, A) LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE 8 GRADING & DRAINAGE PLAN - TITLE SHEET CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. 9 GRADING & DRAINAGE PLAN B) CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND *sm *cis FACILITIES SUFFICIENTLY AHEAD, OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS 0E 'NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. C) BEFORE EXCAVATING FOR THIS CONTRACT, VERIFY L OCATION OF UNDERGROUND �R drr fa LA,to F co w OL'a givamcgio'l UTILITIES. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND,UTILITY PIPES OR Alk RAF STRUCTURES SHOWN ON THESE- PLANS WERE OBTAINED BY.A SEARCH OF THE AVAILABLE BENCH MARK RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER U111_11TES, EXCEPT BENCH MARK FOR THESE PLANS WAS TAKEN FROM A SEWER MANHOLE' lo-r AS I SHOWN, ON THESE PLANS. RIM LOCATED AT THE INTERSECTION OF ATASCADERO AVENUE AMD PORTOLA D) -CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO' PROTECT THE UT1671Y ROAD PER SAN LUIS OBISPO COUNTY PLANS WITH AN ELEVA`TION OF 974.54. LINES, SHOWN HEREON 'AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESEIPLANS. bdETRARY1300 MA 13. 'NOTIFY U.S.A. PRIOR TO CONSTRUCTION SO THAT UTILITY COMPANIES MAY LOCATE THEIR LINES PRIOR TO ANY PHYSICAL CONSTRUCTION ON THE SITE AT 800-642-2444. ALL UTILITY THE TEMPORARY BENCH MARK FOR THESE PL NS WAS TAKEN FROM A FOUND COMPANIES MUST BE NOTIFIED 'PRIOR, TO CONSTRUCTION. 2" BRASS DISK MONUMENT IN WELL AT THE INTERSECTION OF ATASCADERO AVENUE AND PORTOLA ROAD WITH AN ELEVATION OF 97196, 14. A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK DONE WITHIN THE CITY RIGHT-OF-WAY. Al 15. REGARDING GAS,TELEPHONE,PGkE OR CABLE FACIU11ES IN AREA OF CONSTRUCTION, ANY' ALTERAT10N OR RELOCATION OF EXISTING GAS,TELEPHONE,PG&E OR CABLE FACILITIES SHALL BE AT THE CONTRACTOR'S AND/OR OWNERS EXPENSE. Ilk + 7 TA C D 16. ASPHALT CONCRETE PAVING SHALL CONFORM TO THE REQUIREMENTS FOR ASPHALT CONCRETE 7m AS SPECIFIED IN SECTION 39' OF THE STATE STANDARD SPECIFICATIONS. ASPHALT CONCRETE MIX SHALL BE 3/*" MAX. MEDIUM. ANY WORK DONE THAT DOES NOT MEET OR EXCEED THE MINIMUM SPECIFICATIONS WILL BE REJECTED. AV 17, THE,CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OR PROPER RESETTING OF ALL + THE EXISTING MONUMENTS AND OTHER SURVEY MARKERS. ANY SURVEY MONUMENTS DESTROYED BY THE STATE LAND SURVEYOR'S ACT AT THE CONTRACTOR SHALL BE REPLACED IN ACCORDANCE WITH CONTRACTOR'S EXPENSE. AN 'n 18. SAW-CUT OF EXISTING PAVEMENT SHALL BE ALONG A NEAT VER CAL LINE PARALLEL TO A CENTERLINE WHERE POSSIBLE' AS DIRECTED BY THE COUNTY INSPECTOR. APPLY A PAINT BINDER OF ASPHALTIC EMULSION TO'ALL VERTICAL SURFACES OF EXISTING PAVEMENT IN THE SURFACING No.21807 AGAINST WHICH ADD1110MAL MATERIAL IS TO BE PLACED AS DIRECTED BY THE ENGINEER OF WORK. ^IbllTY, MAD or,, Z NO SCALE 19. THESE PLANS DO NOT AUTHORIZE SITE DIS11JRBANCE BEYOND THE LIMITS OF GRADING c 04 40 /VIL SHOWN. OBTAIN NECESSARY PERMITS TO GRADE OFFSITE., "N, OF cAut, A -PRIOR TO CONSTRUCTION TO ENTER UPON ADJOINING PROPERTY TO CONSTRUCT & ANT, ENONEERVYV6 COMPAN 4& K 20. OBTAIN PERMISSION, 4 -RIRG (805) 1-2394 IMPROVEMENTS OR TO GRADE. THE CITY ENGINEER DOES NOT AUTHORIZE ENTRY PER THESE APPROVED PLANS. J ,MG CIM ENGINEE <3 LN., surm loo, sAN LIM 0EIMP0, CA 9 ' 21. PLACEMENT OF MATERIAL TO BE USED AS BACKFILL OR EMBANKMENT SHALL BE FREE OF ONESO, FOR: s AE B OBJECTIONABLE MATERIAL SUCH AS TREES, STUMP% ROOTS, LOGS OR OTHERWISE DELETERIOUS �, w OWN=" DESIGN CITY WHICH THE AN MATERIAL THE ENGINEER OF WORK IS RESPONSIBLE FOR THE CERTIFICATION OF THE MATERIAL LAN am"EVISION' CONTRACTOR INTERDS TO USE. nv Tp H, REV DESCRIP TI ON DA TE DA TE 011 I TU CES OTHER 22, PERMANENT VEGETATION, OR HYDROSEEDING' SHALL BE ESTABLISHED ON ALL D S RBED SURFA ENGR. EN GR. 153 THAN PAVED OR GRAVEL SURFACES, PRIOR TO FINAL INSPECTION. TRM' z 7' S 23. IF PERMANENT,,EROSION CONTROL HAS NOT BEEN E TABLISHED BEFORE THE ONSET OF, THE BEING F L O'�T K LOT'-'�",""` PORTION 0 7 RAINY SEASON (OCTOBER 15TH) OR IF CONSTRUCTION OCCURS DURING THE PERIOD BETWEEN 30'� 'IN B, AN i'ONY IN 'is OBISPO OCTOBER 15TH AND APRIL 15TH, THEN EROSION CONTROL DEVICES SHALL BE PROVIDED AND OF A-TASCADERod" THE COUNTY'�,N' AVAILABLE ONSITE. THE CONTRACTOR IS RESPONSIBLE FOR THE PLACEMENT OF SUCH DEVICES AS S TATE OF C IA PER' ,WENDMENT� �;,��]N M A P S 6 A DIRECTED BY-THE ENGINEER OF, WORK WHENEVER RAIN IS FORECASTED. THE CITY ENGINEERING DEPARTMENT IS NOT RESPONS19LE FOR A-NY EROSION PROBLEM THAT RESULTS FROM THIS PROJECT DATE: SCALE: WHILE UNDER CONSTRUCTION. AS NOTED,, lv MAY JOB NO: 1994 TI ?l 807 E�L-._.2-30-97 a ET ,`� ur"ALIFORNIA COORDINATES: N 726 E 1204 i OF 9 STEVEN J. SYLVESTER. QN FR. PE 29743 ROVE -M_ _ F I F Fl I A s FRAC 1 2 5J 11111-1"'I'--—', 1��111"'!",,I,","1—11 1-1-1 ---.-�=-i�,U 4i 1-1.,tll�........��,- ��141 �-�., 1,41�-1,, --I 1-11-11�1 1-17 I,-I 1�- �,--, ,-1 I I 11 - �. . I- �I- - I I I I 11 ,� ,,,�",,,,,,,�� ��,1�,��.,��", I I I ,, I'll I 1.I 11 .,-I I I -1.I � . -"�---� --, I 11 1 I I � . 11-I I 11 I .I 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� 1, . 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AND ELEVATION OF EXISTING UTILITIES 0 + C14 V) M ,(-:�j(-_:�j .1', z I I I I � - , I -1 5 1 ldwxwft� - + , ,,� N ----- . I I . I I . to 0 M . I . . . I .To � � . - ............- I . � I . . I I PRIOR TO START OF CONSTRUCTION. - to a- +Ir- ,,- n X (n , I . I illillilillillillllllIIIIIIIIIIIIIIIIIIIIIIllillI . . ii� I-- Lu T-- , I . . . I . . �� I . IIIIIIIIIIIIIIIIIIIIIllllllllllllliiiI . I . . . I � . . . . . . N W ,%i 00) I','4 ''I U, * - 1. = 6.6 , 4M c -, I I I . 111 — I - - . . . . . . . . . . . . . I . . . . I — -974- 1 . - . - - - . - 11 - 1 - - - - - . . . 11 . 1 - 1 - 1 - I . I A. . . . . . . . . . . � . . . . . . . . . . . . . . + . . . V--1". . . U. I I - I � . . I . . I I I I . . . . . . I . . . . . I . . . . . . I I . . . . I . . I . . . . � . � I . I . . . . . . . I . . . . . . . . � . . . I.,�- � . � . . . . . . . ,,-,� . . . . . . . . .COLE C OUR1 - ,� - - ,�, o-' - M in 978- . � , . -I I I � . I . . I ,1, S,= 59 . I w V--0 0) CL � ,---� . . I I � . I .1.1 . . . I � . . 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I I I I __-� ' I .- .11�_; I 11 L . 1.1-1 - - , , ,, , 1.11 111-111 "Poll 00 11111 11 111 0 1 1 1160 IN now 69 78' . . . . . . . . . _T. . �� X58.78' 172. ' T 58. (� L/3' -- 19.59' � � L/10 -- 17•.2 7' � 1. 3 - 19.59' a C.� }.. . . . . . . . . . . . . . . . . . � w _ ® gra w CL Lo ol F- >t- > ccs , ) w 00 o Lr) NOTE: d�ONTRACTOR TO VERIFY LOCATION a±,w C cx; C:� pti N O 0 0 Lo CL AND ELEVATION OF EXISTING UTILITIES rr o a C) -4-0 ,�n N PRIOR TO START OF CONSTRUCTION. z v w �`. r ± nj `: C V� rn c� T- o w - tea' ( ' f- o cr Do rn oc r- r; ao ¢ . 9 2 --� r- ,y © W Q wc) I- el. Z Lo 0) t) C� py + cT to f 1 oQ K- p C- 06' C3i 00 «i �- a a% CN N ,c> I `,' �"� . . . . . . . rn- . . . . CN 984 —3,© � a� cm 9, �r U , z ,,,,, �oh, � } F I _L_ . w .N W _r 980 ------ 0 . .�. . 982 � -..,� L. TIE INTO EXIST w + , �, �s� WATER MAIN -..�. N �.... ' c . 979 +h 9810 . , 978 978' 977 E�,�...� r.... LIJ97fi 6"PWATER RMAINS PR01FILE'* it .SCALE. HORIZONTAL 1 SAC -20.010 1 .974 - n VERTICAL „= .ao' 0 4 SEWER . . . 5, LATERAL . �� t �. -}.- -�- -�- -I- 47.5 "w' -I Lf 97� '............. OD 1 ct 6. uj .b -.- .._.,.....,.... . I a 970 "`.......'".'" ,� 48.69 """ 00 IL 00 , ..1. : C� . UD a- L./3 = 16.23' . . r � z � h + NLLJ. oo C-4 0 00 CD co CL 0 x 3 Ld p� + N - + �° _T, + 982 3 0 " - 982- -4- 00G. L . _} +00 1 +50 +00 + 0 9�, ---- SCALE: HbRIZONTAL 1 -- ,, SCALE: HORIZONTAL 1P 0 Fl LE N-,E ' LY C U R B_ ET U Ow""N PROFILE : N W "Lvi CURB RETURN, PROFILE : COLE COU RT �-20.00' 2 00'. - VERTICAL 1 00' 1"=2.00' . . SCALE:. HORIZONTAL 1 =4 VERTICAL . , VERTICAL 1 -4.00 K2 .. n i - R 1 4 7 R/ lw 25' 25' col4' 16.5 16.5' 4' 2' R W d :. PORTOLA ROAD 6' PUE 6' PUE LI4 10' VC 4.5' 4' t 16.5' NOTE SWALE TO 8E ; OR TO VERIFY LQIATION �. . SHEET HYDROSEEDED PER so. 2' do 1. CONTRACT 10' SEVER GRADING NOTE N10.7 AND ELEVATION OF EXISTING UTILITIES -• EASEMENT PRIOR TO START 01F CONSTRUCTION, �' � ON SHEET 8 OF 9. ` 2. RELOCATE SIGNS, SERVICE POLES ' o � TO PROVIDE 1 W MINIMUM GUYS RETU RN D TA 2 AND G .�,�'.. A _ i..ATERAL. DISTANCE FROM N� EP. � R - 30.00' EP Da , c�I77 _ 48,69 -- -� OQ =dll G MAILBOX L L 3'40'51 ' 6` PUE 2� == INSTALL STOP PAVEMENT MARKING R _ 00.00' _ t dT--Wall AND STOP BAR PER CAL TRANS STD. 7 ' _ 1+ 9.72 L g# pp n n ` n ` s t �f�, f 14 p I�I 1 '�'. 4�}E i � g^ PLANS A -L3 T RE -OOATED PER 10 DRAINAGE k III-�I 2" IN. TYPE B AC 0 7 5 C ASS 11 2� ENGINEER + v F EASEMENT DRIVE-WAY WITH VALLEY 0.24' ' DIRECTION OF' THE CITY E T B U, _- ' - AGGREGATE BASE. STR TUR SECTION TO EL AT�EQ ?� - F _ GUTTER PER ATASCAT?ERO pE ( E RMINED BY R--VA F SOIL AT _--- CITY STANDARD NO.425 JP W , i1ME OF CONSTRUCTION AND A T.I. OF 4.0. r r: IEE WATER CONN, GU ,< . DETAIL SHEET GA M ' , r s = �N ,d1k..'S ' ,k va x EP DAT i .'n, rv' rz RSECTI `%' No.TYPICAL COURT T 1+00 ' 0}U ' � COLE 0 w INT. •z _ ,.� � ; �,�� ; .• �_: m. _ r „_. 247'21 40" r __,r .a, T LA ROAD 11+'9 .79 0 x _ YT -C"T I A INT. PQR �} >t. � R 40.00 • v N SCALE INSTAI LRE , ��, - 72. MONUMENT �.j IYF L 1 69 0 W4 GAS�J 1 `y .wlr .....,._ ..y..,y„ •`n' i.CPa d h PC DATA 2+46.03 LS= 33'40'50 ' R = 100.00' 2_�„ i L = 58.78' pDATATREE " a tl � J R� ' D - 90`52'44" 16" �'>� _ 7REE I� R - 3(1.00' E L - 47.58' S2"OAK I � E WE TL A ND ENI"' RING �i COM AN�'` `� CIVIL ENGME�RING 80 5 541--2394 � �P ,� GUY �R E� ,..� � 9 � ,,.. � � �rAL ��� COI�S�L'I''L�t � ) + TO BE 10 ``� 75 'ZACA LN., SUITE 100, SAID LUIS ©BISPO, CA 9 l�1 JP W/ o R CATER Guy _Z__ `" � I ` - n Sd-dE0 PREPAREL} FOR: STEVE0NS0 '. i I _ ' EAST SHED IMPROVEMENT PLAN"" COLE SOU I MN �, �sREE TO 3E REMOVED NORTH EXIST GARAGE TRACT . 3 TO BE REMOVED G .AP IC SCALE 40 0 20 R PLAN REVISIONS BEING LOT 31 AND PORTION OF LOT 30 IN BLOCK ' DESIGN CITY OF ATASCADERO COLONY IN THE. COUNTY OF SAN LUIS OBISPO, ( IN F"' } I Inh 40 f I REV DESCRIPTION EN GR. DATE ENGR. DA TE STATE OF CALIFORNIA PER Ai ENDME B IN 3 MAPS 6A i GUILE COURTI _ DAT E: SCALE: PLAN . Y AS NOTED ur, . JOB NO 1994 .. 9 9 R K. ORT 7 EXP, 9-30-97 SHEET 4 OF 9 CALIFORNIA COORDINATES: N 726 E 1204 .: .. r . .,, _, 4.a• , . , , . . , ", .,, I ., "., . . g M.. .: , z _ . 0111M - PEW. -. ., , e, . I I � I I I � . I � . . I I I � .I . � I - I I I � I I 1 9 -00 ,� r � I I I I I I I I . . � . II � I . I . I I I . " I 1. 11 , . CL � Rf 1N 972 w 972 ca CO b wQ . . I 1, ov . an �' I rn 11 � I 1�. r � I I 1, I I . A4� B ! o ---- I cr . I T ' a. � 0 2. : 1 7""�'"', . -o •ID 970 I I r .. 11 . 970 EiLAY F- A . . , '� " ,' A r . .. - 5 I , ', - .. w ' I"." a - - I ,9 I . I . � s, .' 968 968 6 1. I I I , --20 x r 0 2Q wl .1 . I I I r � .11 . I � 1, I PT�l 7+69 4,86 , r 19+73.67 11. 1 1 R/W -1 IR R f�V IIN R W � 976 976 _ my 988 010 968 w W. °- • w yr . W,. 000 I'llN 0,. ' 00►'` fQ c�.- 1.7% . t� O rn x VF2LAY11 , 6 974 °' 974 986 'Ir 1. 98 �' 2.1% . 111.1 � � I . I I r, . .1 11 r 11 � - I ,I . 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I 11. - � ,: I I I � ' I', I 11 - I �1- I �l �1�11 I " I I I '' � I 11. . I -1 - . -1 r I , :" r ''I 111 -1 . I 1, 11: I I I 11 111 . 1 I I � .. , - I � . II I 1 �,, �l I , I ,. � I '� I , " R , I I I r I"� I , I I , 1, I I 11R R w m I 1, , 11 11 " 1 : I.r k-aw- , , c ,. w _. . 97497 - 8 ca. ,� , _. . 1. I w 8 , �� n 1. . . r ca co. . . , 0., , .,. .. r . , w �a �: ► a cn,�� .: 3., y _ 0 - ... r. M __ o- c ' ::., " .. . - - ,. , '� ,. 1 ' _ ,, . t'� .0 r, 12.2 �a , OVA LAY 98fi 966 972 972 R W.g , _ .. `. a - t. - r: - � ux:' . -., .. ( (V E1Y 3 1. �7/L! wJ7�! 0. -r I 2 0 20 x� 40 . 1. I w I I . cw '".", I � � I I � � - I . I I - I �l I I ' 'I . " 1 0 1 1 1 I I I ,. .., I I . I I �, . � - :: I ..� , 1. - . I I � . . I - , I I . I I .1 I .1 11 I I I I � I �- I , . 1, - I I � , -11 , I -1- 11 . I , I ,. ,, I I I . � � � I - , 11 1, �l 11 � I I 1. -1 I � 1,� 16, I r . , Rf W q R/ 970 970 w n 0 w.-- , to W- "� 11 t� , , 968 968 •:� 2 , _ ,a � .' ! h . .. %. -o O ER Y 1,1, .;" 988 966 , ` �-- ` w X", ri , to cv " xrn J{ - R , w ua CONSULTING CIWL' GJNE G ° 805 54 2394 . 6 964il 11 . , 9 4 75 � C, N. In : -20 20 S fiE t} AST OBISPO, CA 93 C1.1 PREPAR FoR: STE I S ." I I I , -� a"ls,tKu ,E r � I I I � I I I r I � � ,: Ir r� r I - I � � 1 . � . .1� . I " I I I � .1 . I I r - .1 � -11 , I I �1-, I - .. I 1. I I �I I . � 11. 1 � . - I --1 I 11 , I " ..�l � . I "I I r I I I , 10 ,, . O r f%foo morog, N: , � , k11 - AVENU, I - � w I' - ��{ c . , W ; I � I r AONO& , I 1- . . .r'. , . I � I - � � I 1� I L 11 I I I I - � . I - I � I I I I I . I I - - ,.a , �. �, ,, , ATASt . , - ,�"'" ^- , 11 - I , .. ,. ,- ... .. t . < ... . - I " --'l I I ,� w 5CA HORIZONTAL 1 10.00 1 - I ." -1-1, � 1, E, .E ! RZO1, ,I , r. " ... ,; etc , '�R A� 1 2 O(� . v " - r . , I ,,.11 -1, I N\I' iw T .. l `�N�i I x '.max v `4 i" I � I I I . I I I "l - . I I � I I P N R , . II'll� I I O N 0 IN .. JNNNN�" '. I � y/ l j"N S r. .'.. e y .r 11- I .^.. . 1' _k,' . . , A R C L I C I T � OUN F SAN LUIS OBI . O - S I� :. CITY .„. ,' ., , p�= - - DESIGN .. .. �. fV, }�. j} REV DESCRI TIO DA E TE SAT OI= CAL LF" RNI£ `:RE.R ^AMEAD ENT B IN MAPS . . N S . bA . SCALE «, , k. u r E_ v "'` . . " - - .. - e..a ... - YV� ;a�! n n , _ .. *. - , i I n �99�� , 9 0 9 ` , .. . , T;" P �1 7 -'30-97 . a f. _ " I ' N4 INAT N 7 . - SHEET I 'll ES. ' ,q, �: .. � :11 " -J . , , . , mumomwWommm 1 1 1 1 1�11'- F <m��, � �. ''. I 1 . 1. . I I I I I- _ ...: ., I , , . . 11. 11 I I ' I' ll r �1'1- - r . . .. 11 - .1 . - I . I . -.1 I I � I I . I . . , I I I I I I I I 11 r - I 11 1�1 I I I I .. I r � I I I 11 Ir I , . I I � ". 1. - I I .1 I I I I � I . - � . � I ' ' I 1 . � . - ". I 1.��'. 1-�,- .'-�.- 11 � "., " 11 � - � I I .. ,�'.. I I - � I I I I I I " � .11 - I I ,, - I 1 .111, I - . I . I 11 I I I I r I � 1 � 11 I 11 .. . - - I I - . 41 , I I , � ", _ I I - � I I I 1, 11 I �l - I � I I . � I I I , I I I I � . ,l I � , r , C x , rf� , .y , l „ a TRACT BOUNDAIRY 15' 24 Lu 1 +- D 80 15+00 0- 0 R R/W w I RAW 986 986 986 986 mW `l�COLE 9OURT J•, 984 q ,,,•'.Ol984 984 984 c OVERLAY a c?as x rnuj w 00 982 r 982 982 982 --40 -`20 x� 0 '2a -40 x.20 0 20 ui PCR#.'- 11 +49,32'' 1.4+ 0 , R R R a � R _ lk388 g84 984 988 n. w " a . w xs 9TH - - - �. 998fi.82 986 982. OVERT AY • ui 00 00 uj 98Q �, ` 980 984 N 984 -2t? cn CD © 20 -40 -20 oa 0. 20 r i U) 4i! 11 +00 ' ' 1 �V IWL 982 Ry 982 988 988 986 w, �Nr ` , , w 9qn as , €. 05 Ta 3.1 cc 98098fi _ 986 986 '984 _ r 984 OVERLAY v 4 a co w .,» w x u Li U) ¢ >% 11 I 11 . " 1. r ,,. , :, .f • - "a ,. C - , -, . • „ , 11 I `1 t " M ,,w , _ 1. 11 .� ,. " .` ,.. ,:� , } ,< , "" < ., , , ` - 11 , . ,. i 1 ,� „ x' , t I _'111 .,. . I 11 , ,. ...., - - .r , ,, ,, , .. ( t« ,. , , ", _ .. _ " '. - " .. . . p • - .. f ``\\ \ ,. I pp x F t. - c I'll r.d e �f"l i ....� 11 ,. ;, \\ \ \ ,r " I 11 - 11 I H a . , ��, . , \ `, WM r \ 4 �111 x / KK �'" : I `� \ I w# ",,n , I I'll \ \ \\\,\\X , . I I I I�I 11, I , "� . 6 1.\\ \ 7SEVICE POLE WGUY I \ ,\' \4\:\\.\ . !, ., I � � I I ' 'I I , , , , � "I . I I � I � I I 11 - I Ill I I 111.1 1, 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'll I I I I I I \ 3 I � I I � I. I �I 1I, P� S, -11 I I I 1� �I I I II 1I, . . . \f \ � I �I I I.1 I I I J� �� I I � I , I I ", I II I�I I'"l�l �I�I-��I,1'�1 I I \ \ .,: 1 a' DRAINAGE \ .� l EASEMENT , � 11 I 1 I II . I I � I 1 � I I I I � . II I " , � �II; \ xp0 �\ , , I. 1 1I I I 1 1,I I " -I'' I I 1..I I I 'I I'IlI l II I � I I 1I 1 I P ,-I II I I I I I I I I II 11 ) \ � 0�\ \ I � � -1 I I I 11 � . I I I I I Ill �l I � _ • I' ll � x H \ , �l 1,� ,-I I "I* 1 a' DRAINAGE �\ RAT�r EASEMENTe 1, I I � . � 1, 1, . I � I ; . 1-11 \ /� I \ -: . 1. CONTRACTOR TO A VERIFY Lt?CATi�N , , 5 OFFER OF`, ~` . I ; ,, 11 I � __._� \ . AND ELEVAT1QN �?F .EfITING UTiIIEa � \� EI3ICATION 4 �' 1 .I--, . I � I \ . '' PRIOR TO START .3F CONSTRUCTION, � . -- ETV \ 1 2. RELOCATE SIGNS, ' .� VICE POLL --j P' �` � �� gyp\ - � � t. � , ��. AND GUYS T£� F�Rt�E �Q MINIMUM ,. X G 1 k : . '; ca. 'S LATERAL DISTANCE' �`R0 NEW EP. �t . a Dc 1� ' ` 4. , 4 C3 . , \ IX - Cr . " k \ , ' '1' , + ; \ ' S ,� 11 . \ . 1# k \ ,. 11 \ �* x� a , \ 3 ? . �.. ' r \ T EAST 8" �. 1 a SEWER Cr CONNECT fJ E SP r �, �� \1 I I , � PUE S w SEWER' MAIN WITH � : EASEMENT �- �' t If ,Y AND LATERAL \11 I \ r �, ry .--- \ \ . \ I I I 11 � ' I \ :D I I \ \ I . ___- 0 � I � , , 1 \ .. ______ __* - �, I 0 \ I 1� . �\ � 11 1 a OFFER OF _.�- ..-�' . - \ __--- -- T "" N cn . Rmi+75. � DEDICATION �--- cs ll 1,.A, --'" .•�- t �'rc� \ -o 6' PUE 1 _.:-.� - �'''"� -''" �,,. .-- j p MAH ,,.. EXIST 15 X.21 ARCH CMP ca ,: WITH 12 LF OF PGR �..." \I I � I I I \ , \ . CONNECT • 25 .�._- O ..-. ` 0 - � � ARCH C P 3.9 1� + ,W.-�,�. � 5 X2 M ., � ,,_..—G 1 + 0 .. ......_ .. - . \ .. �. .., 0 [3a„ ...r.- ..- x _�.... GAS: v ..�-�' t - \ V_ C3 "" AR INC c� ..--�. ...-- ' e W ; ,..--�. , tJ . - PQ�T \ P Lc. 04 . -� .. r - r, P UY GA� \ _\. �,�. . .. .--. ..r..- V ,�. , «�. ����-oma .� .....F .._. i * __ 11 "I .....r,. .... `.. ... .— .,. ..... ... ... .� ...... Fq a :. :,,, I` CtJ .` _. 1 .- w._.,. -,�.. _ — ..a S .. Q ... -- _ x ...r.. 88�1 S _ _..�--� � � G�4S ., ._. G19- .�,. ,. a .w CQ ._ .--..... _ _ ....-d^a^w .... ...... ..-1 .. ........ _., ..... „ GAS . , I..> W 0 UY ( « ro � � V U t A5 l . / _ , GAS , ,1P N ' 4 11 111" t, VIM �,.�.�„ .. I JP / 1 �1111 I �, \ RTO ROAD 10+00 GUY t -� TP E : ANT. Ptd LA ,1' G GUY .• " . INT. ATASCAQERO ROAD 2Q"+ INT. COLE COURT +QCT \ I I 'll1 k kd \ \\ INT. PORTOLA ROAD 1 1-X9:8.79 \ 4�, \ � I - I I I I I I - I � I I I 11 � I I—-, 1, 1, I I\\ , , " \ \\ I I I 1 . I ��` % ,,, � ,, ' ' I I 'I�,"\ � I - 1, � . 11 � �,� I'll 7, I � \ \ \ I � - I 11 I '' 11,111 I I I I'�' " . 11, I :� .1 r'w .I ,� I , \ qr `� : X \00 r v. 11 . , , 11" �� , 11 " �. r � I I -1_�_ . \ \\. I I � l I I 1: ", "I I I , 3--GAS v . METES i �` , R u . .. ,, , R , « I f ,... , S t -. f•e « ,, , ,. , :. .ri ,, ,. -111r' 1 , .« ,' .: I 'll ,, . _ .. I .., z e 11 I - -.. , - .. ^ GRAPHIC SCALA , .. .. M, I 1111-i il�ll 11 11 I �: '' • a r .. 'tIll' t..'ti�,. m `{j ,. . .a , - r, " :. s. " , 1` = 40 "I i 1111.11 1. ,�S'`-rL A 1�. E/VG. 1 '1*11 Cz", ": I . ., ANY . w 1. , �411C() : U'LL�1 � ENG 11 � 5.41—z�s� 11 ' rIrJ .e �,t « ��� :,A -luti'11, ,.. 1 NS ' ' ' 1. ", I ". PREPAEt) FC1 NEVE 0 " 1, � J " I' ll '' ' , � 1 4, � , I , 1 I :, I " . I I } 11 PLAN'' K v11 � � 0 I I I - I . ,')))',, " q i,. 11 I ,,� I I ", I � "T I 11 a`. I'� ___, - ' Ll "'' "L _,", � ", ", �_'_ I ", " , -, , r„ [_' " a ", I .—I.I.-1111111111-1 I., I „`*; ,, ,, C, w AN ''os, �� , , " -T`,, -' �/ h r f� w, I I " 11 , 1 ESIGN 1 T�'. ,, "I Y. LJ�JC ( iW 6 � ©� 1.d� �' a�,111l.�i • ,� 1.'. „ :,.. ' �. S �, u 4 "} $'�> �,EH. , 11 , .. , „ .. r 4 :., ; ": �` '�" ' v 11 1 � I I � . :" TR'�Ato Z,,� , " ,3 , , " �l I " I " ;�< I 11 "I'll, � � ,. -' ', I � I � I 11 ', I — I lll�,`W� I — , � _n, . P_ ,. , ,. ",. `,�_ �,�_., I , �,_ I I 1-1-1 . __� - I - . - - I I ; 1 �� ' ' I I " I ,,,,., . -I � �_ ,, , - .,wr INS, , 11�1.11- - I I � 1 � — �ILW - "'�� �l I I �,_'l , 4, � I I y _�l I 11 . "I I �� I - f ",�_',�,,,,,',, - _, ,',�,,",,�,��,', ", F I I I II , c '` ;11�1 , I I "I .;,_� I -1, - ,;,F tr ,I' l ,;+i �.,^ <.,' �" �,. ;,e';: Vis: .,• ", 1_1 I ,�," '! I IL0T 3111 "�%r , '��',�l ,':',',�,,�,.,z`,,7 , ,,�,"�,�,_,T,%* ,",","��', zA , Ti ON �E , 11 ,,..,:, ••,,., �. : 11 51y; „ . „ 0CK ", , OF ATA �� ERO C N " THE Ca .W _+ . - .. ,SUIS 0 P� , I 1111A STATS 0 ' CALiFONIA . . MENS A DMT (fk�1 '. ' .',;,, ,, " .,,,.ti ,. •. - h „,: "-11, a I'll1. DATE r S .,; CALE: 11 11 w , '-., f y .�". is ,, . r . l r+ � ,f MAY NOTED d OB NO . . " , -k ,. ; ,. ;,; � , , r w "I „ .., f < ,., .��-9 . " ,: ,, ,,, ,.. , « , -,, � I �jn P APPROVED Rf� �.,.. «,... AP qD APS" I - 1, R9 ,r., ., ,• , ::�.,, 97 , , v :.... :,. , ,., ..: k .. „�. w , ,. : ,.,.,.....4.:.. <+' , , _- a ...... ....:.... a tl ..:, .,, , ,,. .,. h ,. ,.. M. -.. ,4,...s ....,..• 1., n- ~ - yid t i :... '. ,. ,. T, - -...,, , ..ryewM / kyr' ,. - -. ^ :::�,. .. d , ., SKEET .� ' 9 A �E — I I � - " 11 QAq� rg... nk�-' 3� - ", - ,,,, 11 Ie?' �.,CALIFORti .. � ., -, ._.. DINAT N 2� E1 � � 2 0 ' f� _ „ . { Nom,Q NO 1. GRADING SHALL CONFORM TO APPLICABLE CITY ORDINANCES, CHAPTER 70 OF THE UNIFORM BUILDING CODE AND OTHER APPLICABLE CODES AND THE SOILS REPORT PREPARED BY EARTH SYSTEMS 'CONSULTANTS AND DATED MAY 20, 1994. LEGEND 2. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY EXISTING CONTOURS— MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND (3RADI r (3 13LAr MAINTAIN ALL SAFETY DEVICES, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, PROPOSED CONTOURS LAWS AND REGULATIONS. 3. IN AREAS TO RECEIVE FILL AFTER HAVING BEEN CLEARED, THE EXPOSED BUILDING TO BE REMOVED- SURFACE EMOVED SURFACE SHALL BE SCARIFIED, MOISTENED OR DRIED TO NEAR OPTIMUM MOISTURE AND COMPACTED TO A MINIMUM OF 90% DENSITY OBTAINABLE BY ASTM--D 1557--78 TEST METHOD. SLOPES �-�---- _. . y 4. ALL FILL AREAS AND TRENCH BACKFILLS SHALL BE COMPACTED TO AT FLOWLINE SWALES LEAST 90%. 5. A) LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO TI AC F 2 53 SPOT ELEVATION ----- g7--- BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION BY THE CONTRACTOR, PAD ELEVATION ----- 982 B) CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL STORM DRAIN LOCATION OF EXISTING FACILITIES. C) BEFORE EXCAVATING FOR THIS CONTRACT, VERIFY LOCATION OF ALL TREE TO BE REMOVED --�— UNDERGROUND UTILITIES.' THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. CONTRACTOR SHALL CALL RIP RAP U.S.A. 1--800--6422444 BEFORE EXCAVATING. 6. CLEARED MATERIAL MAY BE SAVED TO BE USED AS TOP SOIL BUT SHALL NOT BE PLACED UNDER BUILDING PADS. (HOWEVER, ANY ROCK, RUBBLE, OR OTHER UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE.) 7. , ALL DISTURBED SURFACES OTHER THAN PAVED OR GRAVEL SURFACES SHALL BE HYDROMULCHED WITH ATASCADERO CITY MIX. THIS MIX IS AS FOLLOWS: 4 2 LB/AC CALIFORNIA POPPY, 95% PURE, 75% GERMINATION 4 LB/AC LUPEN SUCULENTUS, 99% PURE, 75% GERMINATION 8 LB/AC ATRIPLEX SEMIBACCATA, 95% PURE, 75% GERMINATION �✓� 12 LB/AC FESTUCA MEGALURA, 85% PURE, 80% GERMINATION � , EAR338MURK QUANIITIE.5 3 LB/AC NEMOPHILA MENZIESII, 95% PURE, 75% GERMINATION ® 5' OFFER OF C1� 2000 LB/AC WOOD FIBRE THE FOLLOWING QUANTITIES ARE APPROXIMATE AND ARE ADDED 'C`,�'\ DEDICAT10N O HEREON FOR PERMIT PROCESSING ONLY. THE CONTRACTOR IS 120 LB/AC ECOLOGY CONTROL M--BINDER 5 u 110, 25E, pf RESPONSIBLE TO REVIEW THE PLANS AND TAKE OFF ANY 0� -�pNQUANTITIES THEY NEED TO PERFORM THE WORK SHOWN ON THE THE HYDROMULCHING SHALL BE DONE BY A COMMERCIAL HYDROMULCHING MACHINE. ` ' 25 ENCp' PERMANENT VEGETATION SHALL BE ESTABLISHED PRIOR,TO FINAL INSPECTION. � PLANS, IF THE CONTRACTOR FINDS ANY DISCREPANCY WITH 0 THE QUANTITIES SHOWN HEREON, HE SHALL MAKE THE OWNER 8. CONTRACTOR SHALL NOTIFY COUNTY OF SAN LUIS OBISPO AND PROJECT ENGINEER AND ENGINEER AWARE OF THOSE DISCREPANCIES PRIOR TO 48 HOURS PRIOR TO INTENTION TO COMMENCE WORK. BM COMMENCING WORK SO THAT APPROPRIATE MODIFICATIONS CAN BE MADE.9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL IBM PORTOLA ROAD EXISTING SURVEY MONUMENTS AND OTHER SURVEY MARKERS DURING CONSTRUCTION. THIS PROJECT IS INTENDED TO BALANCE ONSITE. ALL SUCH MONUMENTS OR MARKERS DESTROYER AT THE TIME OF CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. THIS PLAN IS BASED ON UNDERCUT FROM THE FINAL STREET SECTIONS SHOWN ON SHEETS 2,3,4 OF 9 AND 0.1 FOOT GRUB ACROSS ALL DISTURBED SURFACES, a 10. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FOR ANY WORK CUT: 1,550 CUBIC YARDS PERFORMED WITHIN CITY, STATE OR OTHER MUNICIPAL RIGHTS--OF-- WAY. FILL: 1,430 CUBIC YARDS INDEX MAP 11. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE ACALE GRUB: 240 C.Y. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THIS SHRINK: 8% PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL. APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND ir BEN% MARK ' HOLD THE OWNER, THE PROJECT ENGINEER AND THE CITY OF ATASCADERO THE BENCH MARK FOR THESE PLANS WAS TAKEN FROM A SEWER MANHOLE HARMLESS FROM ANY AND. ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION RIM LOCATED AT THE INTERSECTION OF ATASCADERO AVENUE AMD PORTOLA WITH THE PERFORMANCE Or WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ROAD PER SAN LUIS OBISPO COUNTY PLANS WITH AN ELEVATION OF 974.54. ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE PROJECT ENGINEER, AND THE CITY OF ATASCADERO. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF PUBLIC TIEMP98ARY BEHM MARKTHE TEMPORARY BENCH MARK FOR THESE PLANS WAS TAKEN FROM A FOUND AND PRIVATE PROPERTY ADJACENT TO THE WORK .AREA AND SHALL EXERCISE DUE 2" BRASS DISK MONUMENT IN WELL AT THE INTERSECTION OF ATASCADERO CAUTION TO AVOID DAMAGE TO SUCH PROPERTY. THE CONTRACTOR SHALL REPLACE OR REPAIR TO THEIR ORIGINAL CONDITION ALL EXISTING IMPROVEMENTS AVENUE AND PORTOLA ROAD WITH AN ELEVATION OF 973.98. WITHIN OR ADJACENT TO THE WORK AREA WHICH ARE NOT DESIGNATED FOR REMOVAL AND ARE DAMAGED OR REMOVED AS A RESULT OF HIS OPERATION. 13. ALL EXISTING UTILITIES AND OTHER UNDERGROUND FACILITIES AND i � � A4�aw� 41 ct ms K 9 STRUCTURES MAY OR MAY NOT BE SHOWN ON THIS PLAN AND LOCATION WHERE SHOWN IS APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE O LOCATED ALL UNDERGROUND UTILITIES CONTRACTOR TO LOCATE R HAVE E LO T STRUCTURES AND OTHER FACILITIES AND TO PROTECT SAME DURING CONSTRUCTION. 14. THESE PLANS DQ NOT AUTHORIZE SITE DISTURBANCE BEYOND THE LIMITS + x + � ► OF GRADING SHOWN. OBTAIN NECESSARY PERMITS TO GRADE OFFSITE. „ ° + vo a 15. MATERIAL TO BE USED AS BACKFILL OR EMBANKMENT SHALL BE FREE OF sem►+v OBJECTIONABLE MATERIAL SUCH AS TREES, STUMPS, ROOTS, LOGS OR OTHERWISE " �- DELETERI.OUS MATERIAL. # J C ,, , , , 16. SOILS ENGINEER SHALL PROVIDE INSPECTION DURING ALL GRADING OPERATIONS. 04jr` t row co++Psa 17. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE SOILS REPORT FOR THE SITE AND SAID REPORT SHALL BE MADE A PART OF THIS GRADING PLAN. poaT o ' t 18. IF PERMANENT EROSION CONTROL HAS NOT BEEN ESTABLISHED BEFORE THEAlASCA&M 'A ONSET OF THE RAINY SEASON, (BETWEEN OCTOBER 1 ST AND APRIL 1 ST ), OR IF CONSTRUCTION OCCURS DURING THAT TIME, THEN EROSION CONTROL DEVICES SHALL BE PROVIDED AND AVAILABLE ONSITE. THE CONTRACTOR IS RESPONSIBLE FOR _ �' i "" THE PLACEMENT OF SUCH DEVICES AS DIRECTED BY THE ENGINEER OF WORK OR WHENEVER RAIN IS FORECASTED. 41 i 19. CONTRACTOR TO PROVIDE TREE PROTECTION MEASEURES PER THE ATASCADERO CITY TREE ORDINANCE NO. 214. VICINITY MAP NO SCALE CONSULTING CIVIL ENGINEERING (805) 541--2594 75 2ACA LN., SUITE 100, SAN LUIS OBISPO, CA 93401 PREPARED FOR, STEVE BONESO FLAN REVISIONS DESIGN CITY GRADING & DRAINAGE PLAN REV DESCRIPTION ENGR. DA TE ENGR. . DATE TRACT 2153 BEING LOT 31 AND PORTION OF LOT 30 IN BLOCK 7 OF ATASCADERO COLONY IN THE COUNTY OF SAN LUIS OBISPO, STATE OF CALIFORNIA PER AMENDMENT "B" IN 3 MAPS 0A DATE: SCALE: MAY AS NOTED 1994 JOB NO: 9 3,059 ILR02L, K. 213ION, P.w 21807 EXP. 9--30--97 r SHEET CALIFORNIA COORDINATES. N 726 E 1204 8 OF 9 IN 11111i I'll,lill 1 11 11111 oll mill!111,11 wo I III, 1111ol 111001,1 J, SYLXEjQj,11l Q111, PE 29743 .... u. ... .nO' . Place and stake straw bales, 1, Excavate the trench, 2-by 2-in J'5-by 5-cm}stakes 1'!2 to 2 in f0.5 to 0.6 cry,I into the ground, \ -r i(at .`a5d''aa., ..a��"G`n V't,� �1'4, `_: g, ��j a „^ •,»•,✓ „ v�r t�`i�l face */4'•+r., u,''..�riuClyw+� \ , ±,^S ' "' .,+fir."� , ,e�,;'a.� A' '""'.,,,i ,,•'�' .•"".+. I 7 aM'ewxs.me+u,.: � 3 i£ Y ./ ''{g'$ -„✓ ,.n/^�� y • 00 cm) •),.. PARCEL 2 Flow - --. Bale _ ,, .• \ •° ;@ width " 018� BUILDING •..- _ - .._ PARCEL B ......... CEDAR• -''•.�•,..� ••-.�,,..,,. .,�`�, .�,, ��`• DRAIN DETAIL Or `V 3. Wedge loose straw between 4. Backfill and compact tl,d NO SCALE ''• bales. excavated soil, 7" \ -TREE tat \ M H �4 . � R �•�p� Staked and entrenched stray bale \ '• o° p'� :' Binding wire, it compacted to \ \ i 10" 5: s� or twiny I 1 prevent piping ' Pli`VE Q> y� � �� PINE- . , , . a•s�ent laden �0.. x �r / PARCEL O 9" , 3 Filtered runoff c x Sedgy E C PINE � I runoff �. �..' „ l \ \' :o _MAIL „� PlN �.'• j { YES 4 FR14T 0 \ TREES y ''� \ \ ." '-$E ICE POLEo `+` pkv S __•,,,�` I I GUY 2"F} Ua T N •.'" ;" `` .." II " .� T EE \ \ •• (b) OD \ • '�'• I NST �Xf1> L E 5 C�R � \ ci > . tt3 d \'•, T�MP� Y v�lv�-( C�MTt2nl - �'-iA p. '""s 'n • S�,,� Fig.8,33 Construction of a straw bale barrier. �tz� aira�s�tic��a qu�nc `b} Crass \ \' G(moi NG NC,3906 1S4-1E T-8 J'�ot(�3 J'\ .. \' "'••• !ttG r`t�E �•�t � •.N o' tra`� tr/,'� • '' 7 \ � '1°,w » d section of aproperly Installed straw bale. 5",2-42 FRUIT C*:* 3"FRUIT FR .... ...... s TRE . TRFZE # �; LNU T ,. tF A + -- • , ' » 1/2—FRUIT . B to + , TREED �': • /f �� y.''°,'• / ` OOOP Ile 4 7 e00 ?>MH � P. q>q /� %.GARAGE v 2 NOT'6'••41.•-L-:75A4x z lo s '`""`•• ,r`r ; • !. °> ; •7 -i N rtM CR41N wAn,TN I .., r y9`• TR SHE °.:` .-°' ' •..., \ �` 5: OFFER 0 ' �`., 4 -If -r' ., q tri �: / ,-� ,� m f a • � '•• \' , ` .bEDICATIO� `,�., `�. 978 7 ...••'� 3-4" Fig. 8.3�i Proper placement a sediment barrier z a sw�ie. Points A. should v .,,,,;►�,'...' TREE be higher than point B. �Y< .'-- \ \ �• ,.•,�.- \ .. EE ONS, �v ,...� a a a (OR k \' `•,. / C ,� 000 57 15. STRAW BALE" E 2• F. (('���C�; I�i�fi. e 9 REE , N•N•►•wN••• ••.,•,6• • .r... •r' •'� (\/'�/\p / \\ J. •` lV,.�•,1. \ "^"`•."..•..-.... �• ,V+E 71.1`j 1 .._ y® .�i•• • \. „`�(,. \ AA{ ` !�Cr '� :» A/' -Y E 0 10 N }• •N•• •••, , '•� ✓'Lti.//\L//�•/C/` �y / . ••^- v ,�:._rr .�„�—""" �/R// • I �[ 1'",`_€'' Q••^' •• VNVT R` •° 9 7 !/. ��; T E M P 0 R A 7 TRS£ LO//� c I• • �l<_.l-I � IGH �: FRU � o �e rry-rte cx ""6 t t L _ ; • � K 0 ... . P LE _ _.,,,• __ o _ ,, .. �.Z�4 I'. � ,. E TREE'• � �-•�' SLAB � i % -,. _ «... % ��� TREITO ..... : BUILDING 52"O \ • fes, : .. ..... 2 0 ' ;� r0 REM;APN 1 8 *,-OAKUIT , : % RL1iT . 0 1® OAK �� J. L l 1U ` • ` / I , , TREE \ ..... .............. «. «...... ' ? _ P :1 11 1'a OFFER 00 :OF TR x \ \ „ - •a . '56 OAK ! :1+75:28 N TRE 8 F CATIO -- . REMAIN , 'T . Gc� 0 . t \ 3 .. , ,�, Q `r•" ,r.�,,,,f,•Z ��? ``» ' JP MH _..-•'!` � J K� . a� « s : TR ...- . ORM ' �r<c�r -r`�ar� u1 � Fi Tt fN R: ....._. , • + ~. :' PCR: , • l�tV-r�.a✓�.ar�irt,�st�,1= .� ' � ;y��•�•--- �- •�-48.4 � � k Ncv. 214• .! �- ..�' t` ^1 5 i-c' �' 1 - n Q .,,, +-D • \ w OXES OJ.iv' CA LA 777 x I 1: WAR I rot,o� a !00 76• - 2 JP �U`i .l,t}kd� ... W� �' -" FH 0��:..........q • N Q'S►GN �f: WM ,1. `: j PAST GU _' - � 1 �--- _ ,r'• r _ _ , _ :_ SIGN❑ » Or M H \ to MH ,. ,� •' _ _ _,,..- Wil - ' t a C ' IG JJ �..L � Alia, B 0 I \ WM rur`AiLBrx -- - % -- —: -wv ` ' ,--_ ---- --- W—•--" " -�vM W ' " Lo WM• ,�»� •+ —.T - TEL POLE \ :i L 0 E ;3•-MAIL — �•. • ` r-- --�_—,�. �, ,-�•---P. VI�JGI-JY �•` Gni j W/�zUY ty L a '—••O .6— '� FH . ' 80X•; e l .. �•e. -SICK", w/GUY ;' �°•"`' co PARCEL RC EL�-t a -� ' e m '• INT. POf TOLA\ OAD 10+00 �� A�� v \\ T 4' • % `` I INT. ATTASCADPW ROAD 20+0 0� INT. Cot~E SRT' 1+00 cG \ o® INT. PORTOLA ROAD 11+98.79133 �. e 13 (•� \ \ EE b D V • paGOEL C \ .-. P a „ „7„�" 176 OO R 7 o�l �,�` GRAPHIC SCALE \ 00 REE U US B 0 20 40 80 MIN. IN FEET I inch 40 H. I 6. • oM I PAD ELEVATION P i I"QI PAD ELEVATION ME I IN I 2 _ �P�.. i N N i q - --- 2:1 MAX. ---°- 1 61ES TL AND EN ' NEERING MPAN CONSULTING CIVIL ENGMERING (805) 541-2394 I TYPICAL PAD GRADING TYPICAL PAD SECTION 75 ZACA LN., SUITE 100, SAN LUIS ODL'�PO, CA 93.401 ' NO SCALE NO SCALE PREPARED FOR: STEVE BONESO GRADING & DRAINAGE PLAN k7m, 5Y✓,fit 5 TO t3>� FM�°��r✓F.�� P�� TRACT , NICM 7 ON 5H>✓I✓T 8 9. :6vIA z-5 To ae HY PIL 5° 5' DN Pef��"t S�NC� �7 PL CC PLAN REVISIONS BEING LOT 31 AND PORTION OF LOT 30 IN BLOCK 7 10 DRAINAGEM� d 5> EXISTING OF ATASCADERO COLONY IN THE COUNTY OF SAN LUIS OBISPO, EASEMENT z 1.25 GROUND 2 PAD DESIGN CITY :r :� 3' 5' 2 0.5' _ — REV. DESCRIPTION ENGR. DATE ENGR. DAr STATE Of CALIFORNIA PER AMENDMENT B IN 3 MAPS 6A 4 4# m 4:1 — - N N '• —4:1 v PAD �,P �' DATE: S CALE .4' <t t N 5TAL.L, 'TALL P�_ES6 u� OR �'" 0.5' MIN. ARr �ALT +�A.'r1 SECTION C--C MAY AS NOTED t 1994 JOB NO: ..�F.��.�.,q.,�(.;..•.,,,�,,:�._... SE CTI�?N �3.....8 No SCALE SECTION D--D_ 93.059 TEREI C K.a ORTON PEs21807 EYP. �-30-«97 re.a NO SCALE NO ':�� NO'T1~: SEE LE'ff1:R Of PERMISSION NO SCALE FROM ADJOINING OWNERS. SHF�I CALIFORNIA COORDINATES: N 720 E 1204 9 OF -_