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HomeMy WebLinkAbout2011 - 7650 Portola Road GENERAL NOTES A&" 51 , JC E MENT 1 TRUCTIO SHALL BE STARTED 'WITHOUT PLANS APPROVED BY THE CITY. THE CITY SHALL BE 1. �,O CONS N P +.I�. NOTIFIED BY CALLING 466--8099 AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION AND OF THE TIME ':w,' G7 LOCATION OF THE PRECONSTRUCT(ON CONFERENCE. ANY CONSTRUCTION DONE WITHOUT APPROVED PLANS OR C$j N .. PRIOR NOTIFICATION TO THE CITY WILL BE REJECTED AND WILL BE AT THE CONTRACTOR'S AND/OR OWNER'S +g s F k4 RISK AND EXPENSE. ! WORK SHALL CONFORM TO THE CITY OF ATASCADERO STANDARDS AND PR0JEG*"%T �/� QUALITYNOTES M z -6dsF �' - i "A ' r. ALL CONSTRUCTION W N A D ALL ORK SHALL BE SUBJECT TO THE APPROVAL OF THE CIT(. `' I $• SPECIFICATIONSN W ,� y n DESIGNATE DURING CONSTRU(�TION/GR UND DISTURBING ACTIVITIES, THE CONTRACTOR OR BUILDER SHALL DES N s _ - ccs 3. SOILS TESTS SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY STANDARDS AND SPECIFICATIONS. (. UJ �- R INCREASED WATERING, AS ALL TESTS MUST BE MADE WITHIN 15 DAYS PRIOR TO THE PLACING MATERIAL. THE TEST RESULTS SHALL PERSON OR PERSONS TO MONITOR NITOR THE DUST CONTROL PROGRAM AND TO ORDE N W y q M NECESSARY, TO PREVENT TRANSPORT OF DUST OFF SITE. THEIR DUTIES SHALL INCLUDE HOLIDAY AND � � � � �� �' �.� ; , � � � � 0) CLEARLY INDICATE THE LOCATION AND SOURCE OF THE MATERIAL. PERIODS HE WORK MAY NOT BE IN PROGRESS, THE NAME AND TELEPHONE NUMBER OF SUGI-, �� � � � ,° AN WEEKEND WHEN S "HA B . PROVIDED TO THE APCD PRIOR TO SITE DISTURBANCE. � ��.`��, � � � � �< � � � �� y�, $ �$ �` - eC` ���� 4. COMPACTION TESTS SHALL BE MADE ON SUBGRADE MATERIAL AND MATERIAL AS SPECIFIED BY THE PERSON.. LL F V �v+7� � y TESTS SHALL BE MADE PRIOR TO THE PLACING OF THE NEXT MATERIAL. 4 s + ENGINEER. SAID E THE MEASURES FOR DUST CONTROL ARE AS FOLLOWS, BUT NOT LIMITED TO. +f g - ti Q 1 n E ` . ._ s4 •:' 'y,� y � � .' 4 F 5 �„° �"� RADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95% IN THE ZONE BETWEE , `r + k , 5. S..BG M w FINISHED SUBGRADE ELEVATION AND ONE FOOT BELOW. ALL MATERIAL IN FILL SECTIONS. BELOW THE ZONE A. REDUCE THE AMOUNT OF DISTURBED AREA WHERE POSSIBLE • d > # t ' CL y N r.4 + s T ¢ y MENTIONED ABOVE SHALL BE COMPACTED TO 90% RELATIVE COMPACTION, F WATER RUCKS OR SPRINKLER SYSTEMS I! SUFFICIENT QUANTITIES TO PREVENT AIRBORNE DUST U, B. USE 0 W TE T S N M d N Q N � �� �--� �% . . HE E ER WIND SPEEDS .> F�- FACII.fTIES WITHIN THE JOB FROM LEAVINV THE SITE. INCREASED WATERING FREQUENCY WILL BE REQUIRED W N V Vit N t 6. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND W NEXCEED 15 MPH. RECLAIMED NON--POTABLE WATER SHALL BC USED WHENEVER POSSIBLE. ; SITE. HOWEVER, ALL EXISTING UTILITY AND OTHER UNDERGROUND STRUCTURES' MAY NOT BE SHOWN Old THIS ( ) THE CONSTRUCTION CONTRACTOR AGREES THA . R LOCATION HERE SHOWNIS APPROXIMATE. E N N rg Y . + . ! .,,f �• ,. a.. PLAN AND THEI L N W ! AREA'S ALL BE SPRAYED DAILY AS NEEDED. ,k`x, • ,. OR HAVI G LOCATED ALL Ca ALL DIRT STOCK PILE E SH N R LOCATING N HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FO L N UNDERGROUND UTILITIES AND OTHER FACILITIES AND FOR PROTECTING THEM DURING CONSTRUCTION. D. PERMANENT OUST CONTROL MEASURES IDENTIFIED IN THE APPROVED PROJECT REVEGETATION AND P!..A S SHALL BE IMPLEMENTED AS SOON AS POSSIBLE FOLLOWING COMPLETION OF ANY SOIL START OF CONSTRUCT.�.JNa THE CONSTRUCTION LANDSCAPE NW 7. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THEe, �` aR.., DISTURBING ACTTVHIE..�. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA LINE LOCATORS) Al 1- 800--227-2600 NOT �� _, � . ' �w �; w bks ; N , F EXCAVATION AND SHALL VERIFY THE LOCATION OF N N VVN _ MORE THAN �O DAYS PRIOR TO THE START O EXC V N N -. D AREAS THAT ARE PLANNED TO BE REWORKED AT DATES GREATER THEN ONE MONTH . E. EXPOSED GROUND NN W • F EACH CO PAY ILL BE PRLSENT DURING • UTILITIES AND WHETHER OR NOT A REPRESENTATIVE 0 E M N W AFTER INITIAL GRADING SHOULD BE SOWN WITH A FAST GERMINATING NATIVE GRASS SEED AND WATERED .M , J EXCAVATION, UNTIL VEGETATION IS ESTABLISHED, ! r`'_ ,� s 8. A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS WHEN COMPLETED ARE I IN F. ALL DISTURBED SOI AREAS NOT SUBJECT TO REVEGETATION MUST BE STABILIZED USING APPROVED These drawings are the ACCORDANCE WITH THE PLANS PRIOR TO THE REQUEST FOR A FINAL INSPECTION. AS—BUILT PLANS ARE TO BE PREPARED AFTER CONSTRUCTION I S COMPLETED. THE CIVIL ENGINEER CERT'1 YINC THE IMPROVEMENTS 0D CHEMICAL SOIL BINDERS, JUTE (BETTING, OR OTHER METHODS APPROVED IN ADVANCE BY ARCD. PORTOLA ATASCADERO exclusive property of Watkins TIO IS ADF.. t R '�""" solelly for Design t the purposeall be ofthis PREPARING AS--BUILT PLANS WILL BE PRESENT WHEN THE FINAL INSPECTION M G. ALL ROADWAYS, DRIVEWAYS, SIDEWALKS, ETC. TO BE PAVED SHALL BE COMPLETED AS SOON AS project on this site. Any use 9. AN INSPECTION AGREEMENT IS REQUIRED PRIOR TO THE START OF CONSTRUCTION. POSSIBLE. Ih ADUIT!ON, BUILU'lNG PADS SHOULD BE LAID AS SOON AS POSSIBLE AFTER GRADING UNLESS other than the project upon SEEDING OR SOIL BINDERS ARE USED. Which it is intended for Without PRIOR TO THE START OF CONSTRUCTION. the Written consent of Watkins 10. ALL UTILITY COMPANIES MUST 6E NOTIFIED P Ha VEHICLES SPEED FOR ALL CONSTRUCTION VEHICLES SHALL NOT EXCEED 15 MPH ON ANY UNPAVED (�' Design and Fred Watkins is .� SURFACE AT THE CONSTRUCTION SITE. p / INFORMATION ��Q'�1� prohibited. 11. A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK DONE WITHIN THE CITY RIGHT--OF WAY. PROJ�CT 0 -� c I. ALT_ TRUCKS HAULING DIRT, SAND, , AND SOIL OR OTHER LOOSE MATERIALS ARE TO BE COVERED OR SHALL 12. THE CITY INSPECTOR ACTING ON BEHALF OF THE CITY MAY REQUES i REVISIONS IN THE PLANS TO .SOLVE �►���� � UNFORESEEN PROBLEMS THAT MAY ARISE IN THE FIELD. ALL REVISIONS SHALL BE APPROVED BY THE MAINTA �� AT ,EAST TWC FEET OF FREEBOARD (MINI�''1M VERTICAL DISTANCE BETWEEN TOP OF LOAD AND TOP OWNER: DAVE ARNESON DEVELOPER'S ENGINEER, AND SUBMITTED TO THE CITY FOR APPROVAL. OF TRAILER) :N ACCORDANCE yvITH CALIFORNIA VEHICLE CODE SECTION 23114. 7650 PORTOLA ROAD THE T 0 J. INSTALL WHEEL WASHERS WHERE. VEHICLES ENTER AND EXIT UNPAVED ROADS ONTO STREETS, OR WASH ATASCADERO, CA 93422 13. TH... CONTRACTOR OF RECORD SHALL CONFIRM. THE STRUCTURAL SECTION WHICH SHALL BE BASED N SOILS TESTS MADE AT THE TIME OF CONSTRUCTION AND ON A TRAFFIC INDEX of 5.5. OFF TRUCKS AND EQUIPMENT LEAVING THE SITE. ��('��(�,'�'• LOT 91 OF BLOCK L--C, MAP OF ATASCADERO, THAN PA ED OR GRAVI=L K. SWEEP STREETS AT THE —_ND OF EACH DAY IF VISIBLE SOIL MATERIAL IS CARRIED ONTO ADJACENT PAVED R.M. BOOK 4, PAGE 57A, R.S BK 74, PG 79 14. HYDROSEEDING SHALL BE PLACED ON ALL DISTURBED SURFACES OTHER N V ROADS. WATER ��WEEPERS �,` IT<-I RECLAIMED WATER SHALL BE USED INHERE FEASIBLE, IN THE CITY OF ATASCADERO SURFACES, PRIOR TO FINAL INSPECTION. IN THE COUNTY OF SAN LUIS OBISPO 15. FOR ANY IMPROVEMENTS TO BE MAINTAINED BY THE CITY, IF ENVIRONMENTAL PERMITS FROM THE I.I.S. DURING INITIAL GRADING/SCRAPING, BURNING SHALL NOT BE ALLOWED, OR IF NO ALTERNATIVE IS AVAILABLE, IN THE STATE OF CALIFORNIA ARMY- CORPS OF ENGINEERS, THE REGIONAL WATER QUALITY CONTROL BOARD/STATE WATER RESOURCES THE APPLICANT c>HALL OBTAIN A BURN PERMIT FRO THE APCD AND COUNTY FIRE/CALIFORNIA DEPARTMENT r~ OF FORESTRY AND COMPLY WITH ALL CONDITIONS REQUIRED BY THESE AGENCIES. /4PN NO; 031-321-003 CONTROL BOARD, OR THE CALIFORNIA DEPARTMENT OF FISH c4c GAME ARE REQUIRED, THE DEVELOPER SHALL. a A. SUBMIT A COPY OF �Y_L SUCH COMPLETED PERMITS TO THE CITY DEPARTMENT OF DURING, COhSTRUCTIC,1, PRI JR TO OPERATION OF THE FOLLOWING LIST OF EQUIPMENT (OR SIMILAR PUBLIC WORKS OR EQUIPMENT), THE APPLICANT SHALL CONTACT THE APCD TO DETERMINE 9F AN OPERATING PERMIT IS NECESSARY: CITY ADOPTED CODE ORDINANCE B. DOCUMENT THAT THE REGULATORY AGENCIES DETERMINED THAT SAID PERMIT i"� A. POWER SCREENS, ^ONVEYORS, DIESEL ENGIiJES, AND/OR CRUSHERS NOT REQUIRED: B. PORTABLE GENERATORS AND EQUIPMENT WITH ENGINES THAT ARE THESE PLANS HAVE BEEN DESIGNED AND ENGINEERED TO MEET THE CONDITIONS SECURITY. ANY 5C HORSEPOWER (HP) OR GREATER OF THE CITY ADOPTED ORDINANCES LISTED: PRIOR TO ACCEPTANCE OF THE COMPLETED IMPROVEMENTS AND RELEASE OF IMPROVEMENTC. IC ENGINES MITIGATION MONITORING REQUIRED BY SAID PERMITS WILL REMAIN THE RESPONSIBILI,FY OF THE DEVELOPER. D TUB GANDERS UJ CBC--2007 CALIFORNIA BUILDINGS CODE (2006 IBC} CPC--2007 CALIFORNIA ELECTRICAL CODE (2005 NEC) CMC--2007 CALIFORNIA MECHANICAL CODE (2006 UMC BY IAPMO) „ CEC--2007 CALIFORNIA PLUMBING CODE (2006 UPC BY IAPM) 4 CD TITLE 16 CITY FIRE CODE ORDINANCE TITLE 19 CITY BUILDING AND CONSTRUCTION ORDINANCE Ll c REVISIONS APPROVALS REVISIONS APPROVALS _ REVISIONS APPROVALS TITLE 22 CITY LAND USE ORDINANCE DESCRIP'nONS' BY DATE APPROVED COUNCIL RESOLUTIO O. 26--92 3 t0 92 i3ES�,RIPTTC7 S; BY DATE r�PPRC3V'"D DESCRIPTIONS BY DATE APPROVED TITLE 23 COASTAL ZONE LAND USE ORDINANCE Z Ix U N ____. TITLE 24 CALIFORNIA STATE ENERGY AND ACCESSIBILITY STANDARDS 0 p �- -� GRADING 2007 UBC APPENDIX CHAPTER 33 � w PROPERTY LINE } Q .� WINGS GUTTER LIP h CL �..� GUTTER FLOW LIN SACK OF CURB 14 �tt UJ C0 'j STOPPER &F GUT EXISTING ROADWAY TO PROVIDE VERTICAL � � � � 1/4 MIN NDDA(46) BACK OF SIDEWALK SEAL �� SURFACES AND SQUARE CORNERS. CUT EDGES ! V7 A WILL BE STRAIGHT AND NEAT IN APPEARANCE. � �° FINAI. A INTO UND SITNURBED BENCH NOTES MAP o„' o, ® L_ _.� GRADE » MINIMUM 2 INCHES ROAD.BED (BOTH SIDES) K E.N I\E TH J. R OM ER O R E 49 45 DACE C. I PROJECT �Y O TES AND SITE TVI A P �'►�„ / ASPHALT OTHERWISE ENGINEER OF RECORD 4" MI DIA. 12 I MATCH EXISTING. 2 IMPROVEMENT PLAN # ~ C3 a SEWER L RAE /-,-SIDEWALK " G9 PLACE 1//2 x36 0P% o. o D'o a.o a. o 0% o-, o `% o-a o �% o•. o *� o o Pa� p ®y o., W STEEL REBAR A.._ a,®,► o o r o oma►'finoY o r o�oo�o� o`oro o;o p o 1,o 0©o*o: !rp' SE R AT END OF I .»� VARIES LATERAL " NDTE: NO LATERALS ,ARE TO BE PROJECT � Y t CONNECTED TO GLEAhIC)UTS. O` P L A i 4 �, 95% RELATT COMPACTION \\-SEWER FAIN PLI1N .. MIN. 6" CLASS 2AN > T PROPERTY LIE 24" AGGREGATE LASE ALL WORK IN CITY RIGHT OF WAY SHALL BE COMPLETED BY A CLASS A CONTRACTOR. THE o A CITY ENCROACHMENT PERM AND N CLASS A CONTRACTOR WILL BE REQUIRED TO SUBMIT AND GET A TRAFFIC CONTROL PLAN v INSPECTION ARE REQUIRED FOR SEWER i S. r# .. INSTALLATION. SEE NOTE BELOW SELECT BACKFILL FREE APF ROVED PRIOR TO ISSUANCE C:- AN ENCROACHMENT PERMIT. � SERVICE OND ... .. O ~ » •�' ;s Y'';i s• �'` _PAVEMENT CONCERNING TRENCH INSTALL 'ROM DEBRIS AND 5 co ,;:•r:! -.f_ _ IN EASEM,.NTS. MAGNETIC DELE .RIOUS MATERIAL. :`: `� " ' TRACER AN ENCROACHMENT PERMIT IS REQUIRED PRIOR TO THE START OF CONSTRUCTION AND SHALL 2~ CONCRETE COLLAR- � BASE MATERIAE TAPE BE OBTAINED BY THE OWNER'S CLASS A 'CONTRACTOR. ��.FORE ro Z R COMPACTED SAND •,, �` RE OVAt3LE CAt' 9O% RELATIVE COMPACTION OR APPROVED THAT IS SHO 0 THESE PLANS SHALL BE CONSTRUCTED TO THE SATISFACTION OF .i' M OR PLUG GRANULAR MATERIAL, ALL YORK WN N U -- (,f TIL I T THE ',ITY ENGINEER AND IN CONFORMANCE WITH THE CITY OF ATASCADERO STANDARD ( SCALE: 1"— 20' CURB & GUTTER SAME SIZE AS MAIN �t A L ER T � OTE: _ MIN. LATERAL SIZE: � � LINE (s" MIN.) �� � SPECIFICATION AND DRAWINGS. N 12" LATERAL SHALT. BE`CAST IRON PIPE � 4" DIA.; MIN. SLOPE - -• DATE: 2,/04/11 w' w. Ms.�.e •e. A R PVC PIPE ENCASED IN CONCRETE � 6» ..',r.`..�•fir:•.,04.:«.• �::.•:' a • s•. . Ile PER FOOT °''`" � ` `'' RO, D STRIPING THAT IS DAMAGED OR SHALL BE RE-THERMOSTRIPED TO THE CITY ENGINEERS U_ EN THE COVER IS LESS THAN 36" ,•;,•�,; •;�••',,;;•�,,•, ,• •.• ,. ,. �7'VER THE TOP OF PIPE. OTHERWISE, PLACE 1/2 xis � 6~ ! •�:'. .:g�:' 6" XI R:':'. SAT3FACTION. d LATERAL SHALL BE SDR 35 PVC. ATT ENa REB R . Ga MITERED BENDS (1/sj .. N ARNESON JOB O: LATERAL .°,• B AX ?. . 8MAX ,a° D THE CITY WASTEWATER DEPARTMENT WILL INSTALL THE SADDLE CONNECTION FOR THE LATERAL. ,,. •.;;ti r.a�ri e.��ti• .'�i • .•%ti o or�ti o �4.e`ati• » 3 1NYE SANITARY SEWER LINE ;:.r:; =` `;... 6 BELOW FL •'°'°° '•' '•'• •'•'•° CALL 470--3140 TO SCHEDULE THE INSTALLATION AT LEAST 48 HOURS PRIOR TO DESIRED ' �1/s BEND (457) SECTION INSTALLATION DATE. Deetgn/bra*n KENNETH J. ROMERO CIVIL ENGINEER 4' INSTAl:I. Qa WATERTIGHT'SEAL A CITY ENCROACFAENT PERMIT AND VIDEO, AIR PRESSURE AND DEFLECTION TESTING SHALL BE CONDUCTED ACCORDING TO THE CITY KJR/fdW 610 TENTH STREET, PASO ROLES, CA 93446, 805) 610-3064 U SEWER MAIN • IF NOT CONNECTED r.") BE o OTT VALVE TRENCHING ARE PUBLIC OR FOR ENGINEERING SPECIFICATIONS AND DRAWINGS SECTION 6.10 ET AL. AND IS REQUIRED PRIOR TO IMPROVEMENT PLANS U NOTES. TO BUILDING SEWER. NOTE: WELL N BOX 'A+TH CAST IRC' FACT TRI=NCHlNG IN PUBLIC OR COLONY ARNESON RESIDENCE r: 1. "S" SHALL BE MARKED ON CURB OVER LATERAL. AND COVER (BROOKS PROD-- GREATEST O.D. DIMENSION RIGHT-OF—WAYS. PERMIT FINAL. CALL THE WASTEWATER DEPARTMENT AT 470--3140 TO COORDINATE TESTING �,�No. 2. THE S SHALL BE STAMPED INTO NEW CONCRETE �DU'JS INC. OR APPROVED AT PIPE JOINTS AND OBSERVATION. RECORDS AND VIDEOS SHALL BE PRESENTED TO THE CITY PRIOR TO FINAL. �'' AND SHALL BE CHISELED INTO EXISTING CONCRETE, EQllA . CAPACITY SHALL ARNESON �r CT p/ p/AND PROFILE c 3. THE "S~ SHALL BE NOT LESS THAN 3" HIGH, 2~ WIDE h BE ADEQUATE FOR STATE S/Hb / llL../`'1/!/ /`"1/ALJ t�����l�L� G AND 3/16" DEEP. �`��' �/�.�. H2t►--S15 TRAFFIC LOADING. NOTE: A MINIMUM OF s0% RELATIVE COMP'.^TION IS PERMITTED IN ANON—ROADWAY TRENCH SEVV�:R TRENCI-IES SHALL BE BACK FILLED AND COMPACTED TO CITY STANDARD 702 4. MAINTAIN MINIMUMS HORIZONTAL SEPARATION FROM WHEN NO STRUCTURES ARE TO BE BUILT OVEN THE TRENCH. IF STRUCTURES ARE TO BE BUILT �. MATER SERVICE. OVER THE TRENCH, USE RELATIVE COMPACTIONS SHOWN ON THE TRENCH SECTION ABOVE. REQUIREMENTS. COMPAC'JoN TESTING IS REQUIRED ON SUBGRADE AND BASE BACKFILL AT 30 County Sian Che* APPROVED BY PROJECT ENGINEER 5. INSTALL MAGNETIC TAPE AT A DEPTH OF 24"--32". THEN FOO LINEAR INTERVALS. �g TSS, UP TO SURFACE. 40�, 30S DRAWN N BY: CITY OF ATASCADERO RRA B'r: CI'T'Y OF ATASCA�D�,FRO V.S. BY: CITY OF ATASCADERO `�' � ENGINEERING DEPARTMENT DRAWING NO. R.A.L. ENGINEERING DEPARTMENT DRAWING NO. V. ENGINEERING DEPARTMENT DRAWING N©. AS---;3UILT PLANS SHALL BE SUBP�ITTED TO THE CITY ENGINEER PRIOR TO FINAL OF THE SEWER c, �, EXP, o -� c� 9-30- BY:SIG ED BY: ESIG ED BY: SYSTEM. - w IG ED ICY: s.aas. rn D T BACKFILL REQUIREMENTS FOR County�{.o. No. W xrn 2 �� sa SEWER LATERAL LOCATION 0l�EziAB�: SEWER :LEAI�CJUTl�E2NA��, V1,'ATER OR SEWER LINES THE REGISTERED CIVIL ENGINEER IN RESPONSIBLE CHARGE SHALL SUBMIT A LETTER TO THE s� o- E° _... . ATBoS.D G AT7o2.D G CITY ENGINEER STATING THAT THE SEWER LINE EXTENSION WAS CONSTRUCTED IN CONFORMANCE ,� WITH THE CITY APPROVED PLANS PRIOR TOT SEINER LINE FINAL. 9 ci v��- ���` 2 D f 11 0r `�� KENNETH J. ROMERO RICE 49645 DATE 0.A Cdifomla Coordtantes County Road No. Shoot A V N 728 120 PORTOLA ROAD � of 2 i ffl A ROE T COR R. N 113 T L E W1. R CL[`.-.A0PER —\ 4 -A 2I VSD W 5. I INV 75 N 950950 ATEWER AE LPR ITS G N C . 303 1 y -' CO i + "V0f Nt Q x . �-- I i(R) IrRADF1 I I 1 �_._ ,Fr E.,. ��rxy 4{j\/+�f\� � (/`��`)0,2:5 1 Y 'l\ �V/ 940 �— .� 2 T OF IROADL 0 . LL O rM O Q NTE RSEC TI ,. .;� ,; yy +I <46 � I— (�3 4.A8% I T Ll. S NIT T O W R AIN 0 ONE FOOT FOR EACH INCH d i --- 9 O OF TREE DIAMETER. OR �""" . 7/2 HEIGHT OF TREE, ""' 930 � IPE S �M ST 0154/ D l R � �t c� w .. WHICHEVER IS GREATER -- z .�J F S R T C --M' w LL Li 2"x4" STANDARDS + 1"x4" AI..iTREES O l FOR 2 p RAILS OR ORANGE SAFETY R M E Ti E E I TIN T U L N W C FENCING MAY BE USED. , < � _ Q These drawings are the S T 0 D 3 V P I E 1 J exclusive property of Watkins MANHOLE ER CM �.. �'4IF �"� S U � �"} (,/'} "� � - °��-, Design and shall be used . solely for the purpose of this `II _III- _ r111 -1 project on this site. Any use ii — 0 T __WP �J C ( N T E R M E 9�El `� - �. other than the ro'ect u on ' Which itis intended for Without S NI-�- TI � R M I -- S C I N A I E I T 1EXI SITING. H J INT -- 2{) TREE PROTE'CTl4N DE'Ti4/L the written consent of Watkins 920 WILL E D T B R AT D W T N R T Design and Fredfatkins is prohibited. IN E I T E C/6TREE PROTECTION FENCING 4'-6" METAL STAKES _ PROFIL 3 WIRE OR NYLON ZIP TIES PER `TAKE Ll... „ 4' HIGH, CHAIN LINK, SNOW, OR ORANGE SAFETY FENCE NOR. SCALE: 1 =40' , 1. STAKE BENEATH DRIP LINE, MAXIMUM DISTANCE IS 8'--0" coVER. SCALE: 1 =1 0 FROM EACH STAKE. 2. TIGHTLY STRETCH THE 4'-0" HIGH FENCING TO PREVENT DROOPING. 0-) � 3. TIE FENCE AND STAKE TOGETHER IN UPRIGHT POSITION WITH910 �. 910 A MINIMUM OF THREE TIES' PER STAKE. 4. FENCE COMPLETELY AROUND ORIGINAL. DRIP LINE TO AVOID COMPACTION FROM VEHICLES AND MATERIAL DURING CONSTRUCTION. ANY WORK WITHIN FENCE LINE REQUIRES ( In 0 (0 0 00 O° N I`�- C� LCA -- �? d d- ►' 00 O LO ARBORIST MONITORING. . • ' ` 5. REQUEST A TREE INSPECTION AT 466--8099 OR PRE-- I` . 00 0 0 N CN N4 !.C) t 0 co r-- N d' LCA I'``� 00 0 �---- �} -} ►r} - �- - - �- LO In LO CONSTRUCTION MEETING AT 461-5000. ( Cn C ( 07 0� Chi C� t rn 0") 000-) � TREE PROTECTION r*-----X-- - /I=-----X /I rV--- FEN CE 00 -00 0+50 1 +00 00 1 +50 2+00 2+50 3+00 3+50 4+00 4+50 UJ a- aPROFILE VIEW . C1 svrr,..-2D r rr... r H . (0 � AS-BUILTDRAWINGS Q Q ; ZDV ORAPHIC GALE a v � � cn � - 1 KENNETHROMERO RCF. 49645 DATE O w v ( ENGINEER F RECORD 20 a �o za 40 �o Z � Y \ � ° � ILU 0C0 ( IN FEET } :+ to Q 1 inch = 20 ft. D IQ Q ca 8 cu 8 0- TREE PROTECTION FENCEING . INSTALL SEWER LATEPAL IV V PER DETAIL HEREON (TYP) (E) 8ii SANITATION SEWER MAID PIPE PER CIT`Y' DWG NO. 603 `. Ix (ASTM STD 3034/SDR 35) 21 RT OF Y STREET CL (STA 0+00 _ STA 2+11 .� -- SAWCUT LINE ANY ROAD STRIPING C 0t)TLAZE S64'-"(!>0VA'(zr Pr' \ \ THAT IS DAMAGED SHALL BE ' �c RE--THERMOSTRIPED TO THE CITY L E SE\,9ER M AN H OLE w O (E) SEWER MANHOLE '`� \ ENGINEERS SATISFACTION (TYP) STA 2+11 STA 0+00 �\, 0 `1 L=124,85'85' SCALE: 1» 20' va _ ® ._ dQ d❑---- d® ----� dCl dO d •Lr. ' d dD d❑ A/C Bd� �� �® ERM ~-•. �`` - DATE: 2/04/11 8/7 w 8/1 w i 81.1 w �„ �„ w „ w �'� w $'� w ��'� w . �” w b 4 I!1 w 8', w oB No. ARN ESON 0 0 � ' �� 00 4�2 . 8a ISS so SS 811 SS � 8" SSI �" SS °�" `* '$ `SJ�` s ' x _ f a ' ' s I Destgn/bro�yn KENNETH 1 J. lT OIVICRV, CIVIL EIVC�►11VE'CR .,� AW E 1 KJR/fdw 690 TENTH STREET, PASO ROBLES, CA 93446, (805) 610-3064 \ G G G G G �c G G G `�"" G G G G IMPROVEMENT PLANS ra ,... t_..m.<......- =T .,.. .. -T T T T T T S: T'T-�- T" -----+ -7 T^-�--- -T T T 7 7 T--------— T .-------"T T T 7-------�r.R T T T T T T T T T T X Job No. E A C BERM Dc� �j ARNESON RESIDENCE ARNESON C ) / C) u'TREET PLAN.AND PROFILE INSTALL L F OF 8" SANITATION SEWER County pian Check �• APPROVED BY PROJECT ENGINEER END SEWER MAIN AT STA 3+80±i Q�ol�:sSSia MAIN PIPE (ASTM STD 3034/SDR 35) 2' IN;TALL SEWER CLEANOUT PER CITY �w°� '° EXP. o 0q�;TRCC I PLAN VIEW . RT OF STREET CL STA 2+11 -- ST D G 605 y,� 9-30- CS *17 otp\ rr� 0 r STWE I County W.O.No. ORSCALE. 2- / J,/J f cm V 1 ��Q` " KENNETH J. ROMERO RCE 49645 DATE U 0 California Coordlantee County Road Na SheatA00*11k 111001, N 728 E 1205 PORTOL.A ROAD � O, /v