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2005 - Principal, Las Lomas, Montecito
- - ---------- WORK TO BE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE CfrY ONSTRUCnON NUM, - DONE ACCORDING TO THESE PLANS AND THE CURRENT CITY 1. NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS APPROVED BY THE CITY ENGINEERING OF ATASCADERO DRAWINGS AND SPECIFICATIONS. DEPARTMENT. THE CITY ENGINEER SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO STARTING CONSTRUCTION AND THE TIME AND LOCATION OF THE PRECONSTRUCTION CONFERENCE. ANY - {" CONSTRUCTION DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO THE CITY ENGINEER WILL BE REJECTED AND WILL BE AT THE CONTRACTOR'S AND/OR OWNER'S RISK. STORM DRAIN -~-- -HDPE UNLESS OTHERWISE NOTED . 2. ALL CONSTRUCTION WORK AND INSTALLATIONS SHALL CONFORM TO THE CITY OF ATASCADERO STANDARDS AND SPECIFICATIONS AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE RSP METHOD "B" PLACEMENT 00000 CITY ENGINEER. �"' -' 000poo°a a a a o 3. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH THE CITY STANDARDS AND SPECIFICATIONS SECTION 4.03. ALL TESTS MUST BE MADE WITHIN 15 DAYS PRIOR TO PLACING MATERIAL. THE RESULTS SHALL CLEARLY INDICATE THE LOCATION AND SOURCE OF THE MATERIAL. _ p.., L ELECTRIC, CABLE TV, & TELEPHONE, GAS �E,TV,T,G 4. COMPACTION TESTS SHALL BE MADE ON SUBGRADE MATERIAL AND MATERIAL AS SPECIFIED'.BY 111E ENGINEER. SAID TESTS SHALL BE MADE PRIOR TO THE PLACING OF THE NEXT MATERIAL. PG&E TRANSFORMER 5. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95% IN THE ZONE BETWEEN FINISHED SUBGRADE ELEVATION AND ONE FOOT BELOW. ALL MATERIAL IN FILL SECTIONS UTILITY SERVICE BOX- BELOW OX BELOW THE ZONE MENTIONED ABOVE SHALL BE COMPACTED TO 90% RELATIVE COMPACTION. ,� { ,� t UTILITY SERVICE 6. A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS, WHEN COMPLETED, ARE 1 � IN ACCORDANCE WITH THE PLANS PRIOR TO THE REQUEST FOR A FINAL INSPECTION. AS-BUILT PLANS � ��' �'` �� � UTILITY SPLICE BOX ARE TO BE PREPARED AFTER CONSTRUCTION IS COMPLETED. THE CIVIL ENGINEER_.CERTIFYING THE ' � IMPROVEMENTS AND PREPARING THE AS-BUILT PLANS WILL BE PRESENT WHEN THE FINAL INSPECTION IS MADE. ' j STOP AND/ OR STREET NAME SIGN M--6 7. AN INSPECTION AGREEMENT IS REQUIRED PRIOR TO THE START OF CONSTRUCTION. 8. ALL UTILITY COMPANIES MUST'BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION. 1. j CENTERLINE MONUMENT ---- M--1 -- -- 9. A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK DONE IN THE CITY RIGHT OF WAY. 10. THE CITY INSPECTOR ACTING ON BEHALF OF THE CITY ENGINEER MAY REQUIRE REVISIONS IN THE a -' �/ f _.__ .�.. ... ✓' ,� WATER METER NCSD W 4 PLANS TO SOLVE UNFORSEEN PROBLEMS THAT MAY ARISE IN THE FIELD. ALL REVISION SHALL BE l SUBJECT TO THE APPROVAL OF THE DEVELOPER'S ENGINEER. 11: THE STRUCTURAL SECTION SHALL BE BASED UPON SOILS TESTS MADE AT THE TIME OF rI CONSTRUCTION AND ON A TRAFFIC INDEX OF 5.0 FOR ALL ROADS. x ' 12. HYDROSEEDING SHALL BE PLACED ON ALL DISTURBED SURFACES OTHER THAN PAVED OR GRAVEL BE d CHMARK SURFACES, PRIOR TO FINAL INSPECTION. THE BENCHMARK FOR THIS PROJECT WAS TAKEN FROM \ 13. FOR ANY PUBLIC IMPROVEMENTS TO BE MAINTAINED BY THE COUNTY, IF ENVIRONMENTAL PERMITS A SPIKE IN THE POWER POLE AT THE NORTHWESTERLY FROM THE U. S. ARMY CORPS OF ENGINEERS, THE REGIONAL WATER QUALITY CONTROL BOARD f CORNER OF PRINCIPAL AND OLD HIGHWAY 101 DESIGNATED r STATE WATER RESOURCES CONTROL BOARD OR THE CALIFORNIA DEPARTMENT F FIS GAMS' AS -B.M.#4 ON SHEET 1 OF 5 OF OFFICIAL STREET GRADES A0 HAND ARE REQUIRED, THE DEVELOPER SHALL: FOR EL CAMINO REAL (W.O. 2000-200-552) WITH AN A. SUBMIT A. COPY OF ALL SUCH COMPLETED PERMITS TO THE COUNTY ENGINEER, ORB. DOCUMENT THAT THE . ELEVATION OF 950.56 ASSUMED ELEVATION DATUM. _ r •} } Q o �, PRIOR TO ACCEPTANCE OF THE COMPLETED YIMPROVEMENTS FOR AGENCIES NCITY MAINTENANCE AND ED THAT SAID PERMIT SRELEASE NOT UIR�.D, �Y BUiCHIM ` Y � .. OF IMPROVEMENT SECURITY. ANY MITIGATION' MONITORING REQUIRED BY SAID PERMITS WILL REMAIN THE TEMPORARY BENCHMARK FOR THIS PROJECT WAS TAKEN / 4 } � + , � ��� � S I T_ E THE RESPONSIBILITY OF THE DEVELOPER. FROM A 3j4" IRON PIPE RCE 6923 AT THE MOST NORTHERLY Q� CORNER OF PARCEL 1 OF BOOK 25 AT PAGE 31 OF PARCEL •� MAPS W( \ TH AN ELEVATION OF 956.98 ASSUMED ELEVATION DATUM. RgUR'S CONSTRUCTION NOM: NOTES 1. WESTLAND ENGINEERING COMPANY SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE OF 1. THE BOUNDARY FOR THIS PROJECT WAS DERIVED FROM A RECORD OF SURVEY RECORDED IN BOOK 73 OF RECORDS ` `� c,P o CONSTRUCTION BY THE CONTRACTOR OR THE OWNER SO THAT 'THEY MAY SCHEDULE THE ENGINEER's F SURVEY AT PAGE 3 IN THE COUNTY F'SAN LUIS �l � n� �s INSPECTION OF THE CONSTRUCTION. OBISPO, STATE OF CALIFORNIA It i i� 2. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY' MEASURES OR 2. TREE DIAMETERS WERE MEASURED AT FOUR FEET ABOVE \ �� ` '` _ OLD SANTA ROSA RD ° REGULATIONS AS THEY PERTAIN TO THE CONTRACTOR. THE CONTRACTOR SHALL DESIGN, � GROUND LEVEL AND BECAUSE OF IRREGULARITIES IN GROWTI-I b CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND SHALL BE S'�L.EI..� MAY VARY SLIGHTLY FROM DIMENSIONS SHOWN. TREES THAT RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH FORK BELOW FOUR FEET ARE MEASURED ON THEIR FORKS AT STANDARDS, LAWS AND REGULATIONS. 'THE APPROVAL OF THESE PLANS SHALL NOT BE TAKEN A:r', THE FOUR FOOT LEVEL. CONCURRENCE BY THE CITY THAT THE APPLICANT, ENGINEERS, CONTRACTORS OR AGEN.I,:� HA"/E � '� �\�'� so BEEN ABSOLVED TO ENFORCE APPLICABLE SAFETY RESPONSIBILITIES. 3. ALL UTILITY LINES SHOWN ON THESE PLANS WERE PROVIDEDBY ~- ~O. 3. A LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SI-I.�LL ?��':: OF AHL CITYOF ATASCADERO. LOCATION AND ELEVATION L EXISTING UTIL TIES TO BE VERIFIED BY THE CONTRACTOR , CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. PRIOR TO THE START OF CONSTRUCTION, 8) CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROU'!D �� `\ • �.:g�f9 rlsaac m * Ych srm FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF : . ' . ^�-� � & gra 1�d&.,. t°wa REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. u C) BEFORE EXCAVATING FOR THIS CONTRACT, VERIFY LOCATION OF UNDERGROUNDUTILITIES. THE TY PIPES OR STRUCTURES HOXWN ON 'THESE PLANS WERE OBTAINED Y A SEARCH ISTENCE AND LOCATION OF ANY UNDERGROUND L(F THE AVAILABLE \� �► t `� • �� �' -h. RECORDS..:.: TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER UTILITIES, EXCEPT � AS SHOWN ON THESE PLANS. d.� ,. ,, Po G C COMMOL D) CONTRACTOR IS.REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY _ OE IN P LA,C $ : „ � .,r LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON 1. THE CONTRACTOR SHALL BE RESPONSIBLE TO ASSURE THAT THE APPROPRIATE EXISTING TRAFFIC ., .;a THESE PLANS.., CONTROLS REMAIN IN PLACE AND FUNCTIONAL DURING ALL CONSTRUCTION PHASES. - 2. NO WORK SHALL COMMENCE WITHOUT THE CONSTRUCTION SIGNS INSTALLED AND OTHER &� 4. NOTIFY U.S,A. PRIOR TO CONSTRUCTION SO THAT UTILITY COMPANIES MAY LOCATE THEIR NECESSARY TRAFFIC CONTROL DEVICES ON SITE. LINES PRIOR TO ANY PHYSICAL CONSTRUCTION ON THE SITE AT 800--642--2444. ALL UTILITY AT c } ]� C�, �E�� • , 3 THE CONCLUSION OF EACH WORK DAY, THERE SHALL NOT BE A DROP--OFF ALONG THE EDGE OF COMPANIES MUST BE NOTIFIED PRIOR TO CONSTRUCTION. TRAVELED WAY GREATER THAN 0.15'. "LOW SHOULDER" SIGNS SHALL BE PLACED ALONG THE TRAVELED WAY 5. REGARDING GAS,TELEPHONE,RG&E OR CABLE FACILITIES IN AREA F CONSTRUCTION, ANY WHERE THERE IS A DROP OFF. DROP--OFFS GREATER THAN 0.15' WILL REQUIRE EITHER: SHEET NO. SHEET TITLE ALTERATION OR RELOCATION OF EXISTING GAS,TELEPHONE,PG&E OR CABLE FACILITIES SHALL BE A. BACKFILLING THE DROP-OFFS TO A MINIMUM 4:1 SLOPE; '� TITLE SHEET AT THE CONTRACTOR'S AND/OR OWNER'S EXPENSE. B. PROVIDING APPROPRIATE STEEL PLATES OVER EXCAVATION; C. PROVIDING TEMPORARY CONCRETE RAILING ALONG THE WORK ZONE 2 PRINCIPAL AVENUE 6. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OR PROPER RESETTING OF ALL WITH THE STATE STANDARD PLANS AND SPECIFICATIONS. EXISTING MONUMENTS AND OTHER SURVEY MARKERS. ANY SURVEY MONUMENTS DESTROYED BY THE EXCAVATIONS BEYOND EIGHT FEET FROM THE TRAVEL WAY MAY UTILIZE PORTABLE 3 MONTECITO .-AVENUE CONTRACTOR SHALL BE REPLACED IN ACCORDANCE WITH THE STATE LAND SURVEYOR'S ACT AT THE DELINEATORS AT APPROPRIATE SPACING ALONG WITH "OPEN TRENCH" SIGNS. 4 LAS LOMAS AVER! CONTRACTOR'S EXPENSE. 4. ALL PAVED TRAVELED WAY SURFACES SHALL BE RESTORED TO AN ALL WEATHER, TRAVERSABLE IL CONDITION AT THE END OF EACH WORK DAY. 5 GRADING & DR. SHEET 7, THESE PLANS DO NOT AUTHORIZE SITE DISTURBANCE BEYOND THE LIMITS OF GRADING 5. PEDESTRIAN ACCESS SHALL BE AFFORDED THROUGH THE WORK AREA ON CITY ROADS, IN URBAN GRADING & L SHOWN. OBTAIN NECESSARY PERMITS TO GRADE OFFSITE. AREAS, EITHER BY PROVIDING NECESSARY FACILITIES FOR SAFE AND VIABLE ACCESS, OR BY PROVIDING A O/C OMMUfy APPROPRIATE ADVANCE WARNING TO PEDESTRIANS TO UTILIZE ALTERNATE ROUTES. BICYLE ROUTES AND 7 DRIVE 8. OBTAIN PERMISSION PRIOR TO CONSTRUCTION TO ENTER UPON ADJOINING PROPERTY TO CONSTRUCT LANES, WHEN IMPACTED BY CONSTRUCTION, SHALL BE SIGNED TO AFFORD SAFE PASSAGE THROUGH THE 8 UTILITY PLAN IMPROVEMENTS OR TO GRADE. THE CITY ENGINEER DOES NOT AUTHORIZE ENTRY PER THESE WORK ZONE OR TO DESIGNATED ALTERNATE ROUTES. FOR BOTH PEDESTRIANS AND BICYCLES, SURFACES - , APPROVED PLANS. SHALL BE MAINTAINED FREE OF LOOSE DEBRIS OR GRAVEL. 9 WALLS BIS 6. NO CONSTRUCTION EQUIPMENT OR MATERIALS SHALL BE PARKED OR STORED WITHIN SIX FEET OF THE ' 9. PLACEMENT OF MATERIAL TO BE USED AS BACKFILL.�OR EMBANKMENT SHALL BE FREE OF TRAVELED WAY. WHEN CONSTRUCTION EQUIPMENT OR MATERIALS ARE STORED WITHIN THE RIGHT--OF--WAY 10 DRAINAGE D p OBJECTIONABLE MATERIAL SUCH AS TREES, STUMPS, ROOTS, LOGS OR OTHERWISE DELETERIOUS ARE FURTHER THAN SIX FEET OFF THE TRAVELED WAY, THE SHOULDER AREA SHALL BE SIGNED AS CLOSED 'I EROSIDN CD MATERIAL. THE ENGINEER OF WORK IS RESPONSIBLE FOR THE CERTIFICATION OF THE MATERIAL WHICH AND PORTABLE DELINEATORS USED TO MARK A TAPER IN ADVANCE OF THE MATERIAL OR EQUIPMENT. �_E A.THE CONTRACTOR INTENDS TO USE.. 7. REMOVAL OF THE EXISTING PAVEMENT STRIPING MAY BE BY SANDBLASTING OR HYDROBLASTING WHEN 12 DETAILS THE NEW STRIPING LOCATIONS WILL BE WITHIN TWO FEET OF THE FINAL STRIPE LOCATIONS. WHEN THE S � j0!0,2 10. IF PERMANENT EROSION CONTROL HAS NOT BEEN ESTABLISHED BEFORE THE ONSET F THE CHANGE OF POSITION WILL BE GREATER THAN TWO FEET, THE EXISTING STRIPING SHALL BE COMPLETELY RAINY SEASON (OCTOBER 15TH) OR IF CONSTRUCTION OCCURS DURING THE PERIOD BETWEEN OBSCURED BY USE OF A SEAL COAT OVER THE FULL WIDTH OF THE ROADWAY. GRINDING IS NOT AN F WESTLAND ENGINEERING,OBER 15TH AND APRIL 15TH, THEN EROSION CONTROL DEVICES SHALL BE PROVIDED AND ACCEPTABLE METHOD OF STRIPE REMOVAL. IF DETERMINED BY THE CITY ENGINEERING DEPARTMENT THAT , tI V INC.11 ��.�rr AVAILABLE ONSITE. THE CONTRACTOR IS RESPONSIBLE FOR THE PLACEMENT OF SUCH DEVICES AS THE STRIPE REMOVAL EXCESSIVELY DAMAGES THE PAVEMENT, THE DEVELOPER MAY BE REQUIRED TO SEAL = CIVIL ENGINEERING . SURVEYING m PLANNING DIRECTED BY THE ENGINEER OF WORK WHENEVER RAIN IS FORECASTED. THE CITY ENGINEERING COAT THE FULL WIDTH OF THE ROADWAY. 3460 S HIGUERA,SUITE 130,SAN LUIS OBISPO,CA 93401 TS FROM THIS PROJECT SZ/1° TELEPHONE: 805 541-2394 FAX: 805 541-2439 DEPARTMENT IS NOT RESPONSIBLE FOR ANY EROSION PROBLEM THAT RESUL F iRp�'ESS�� ( ) { ? WHILE UNDER CONSTRUCTION. ' K. �` PREPARED FOR: BRUCE BARNHARD _ w o 7- rn TRACT 2569 . UBC m _ � No. 21 sol � _ - * �X�. 9/30/ 005 f _ SHEET ALL GRADING SHALL BE DONE IN ACCORDANCE WITH APPENDIX 33 OF THE UNIFORM � , CjVi ,� TITLE BUILDING CODE (UBC). q ALL LOT LINES SHALL BE CONSIDERED AS SITE AREA BOUNDARIES WITH SLOPES 0� W-����► Designed by. F SETBACK ACCORDINGLY. �H APPROVE FOR C R auIREr� rs r Drown by. JH STEVEN . 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I =09� mammom = seem M VAWAMM a 0 � � 140mmm smamm 0 H mi-m-0 MINNOW s� � � 0 = SNAKE � I � � I -1 so .0 . 11 sommov�NAMNAM= C: 10 � � M1 . ANN" === POMONA ;a w Of* ,l4lwmwwm2" 000OW&VONM= sommmom " � �, SWANK NRVMNW� �im ; m� M. #allow � i , I a= ANSWER i a games � = " I.I M � !I 4nalon � i I a-u m� �= = . i i, RVMNN � 11 I a � .= i " , i , � I . r a r GRADING NOTES , 1. GRADING SHALL CONFORM TO APPLICABLE COUNTY ORDINANCES, CHAPTER 33 \ / OF THE UNIFORM BUILDING CODE AND OTHER APPLICABLE CODES AND THE SOILS I \ J REPORT PREPARED BY EARTH SYSTEMS PACIFIC, DATED DECEMBER 17, 2001. 2. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, .ir LAWS AND REGULATIONS. ,� / � • 3. IN AREAS TO RECEIVE FILL AFTER HAVING BEEN CLEARED, THE EXPOSED , �' .��S �.. / 1 r,r ,� LEGEND 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. ? ' f f j r �' ` SPOT ELEVATIONS 4. ALL FILL AREAS AND TRENCH BACKFILLS SHALL BE COMPACTED TO AT I. . FINISHED GROUND CONTOURS LEAST 90%. -- ---r �� ,o f / A\ EXISTING GROUND CONTOURS UZI, LIMITS OF GRADING 5. A) LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO R / ! BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION ( rill PROPERTY LINE BY THE CONTRACTOR. 1 1 ! ' 1 �' MANHOLE B) CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE { POWER POLE / GUY -� EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUALWATER METER --� LOCATION OF EXISTING FACILITIES. 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 4 ,y► LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. CONTRACTOR SHALL CALL U.S.A. 1-800-642-2444 BEFORE EXCAVATING. 1 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 ` 1, UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE.) .. ! OTHER THAN PAVED OR GRAVEL SURFACES SHALL BE 7. ALL DISTURBED SURFACESTH R HYDROMULCHED WITH SLO COUNTY MIX. THIS MIX IS AS FOLLOWS: i .�,� ►�\ FIBER @ 1500 LBS PER ACRE FERTILIZER @ 240 LBS PER ACRE (16--6--8) SEED MIX @ 50 LBS PER ACRE SEED MIX SHALL BE: ` ` �''o , r �45% ANNUAL RYEGRASS 45% BLANDO BROME . G `P PL SITE 9% ORCHARD GRASS 1% CALIFORNIA NATIVE FLOWERS THE HYDROMULCHING SHALL BE DONE BY A COMMERCIAL HYDROMULCHING MACHINE. PERMANENT VEGETATION SHALL BE ESTABLISHED PRIOR TO FINAL INSPECTION. '"' a 8. CONTRACTOR SHALL NOTIFY COUNTY OF SAN LUIS OBISPO AND PROJECT ENGINEER ! ' 48 HOURS PRIOR TO INTEN11ON TO COMMENCE WORK. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY MONUMENTS AND OTHER SURVEY MARKERS DURING CONSTRUCTION, ALL SUCH MONUMENTS OR MARKERS DESTROYED AT THE TIME OF CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. � ` OLD SANTA ROSA RD � 10. 'CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FOR ANY WORK PERFORMED WITHIN COUNTY, STATE OR OTHER MUNICIPAL RIGHTS-OF--WAY. rf 11. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE ;A RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THIS O 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 HOLD THE OWNER, THE PROJECT ENGINEER AND THE COUNTY OF SAN LUIS OBISPO, HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY � �� NOM ���� OUANI= ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE PROJECT ENGINEER, AND THE COUNTY OF SAN LUIS OBISPO. AIR QUALITY HYROLQY AND WATER QUALITY THE FOLLOWING QUANTITIES ARE APPROXIMATE AND ARE ADDED HERON 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF PUBLIC 1. IF THE CONSTRUCTION SITE IS GRADED (INCLUDING GRUBBING AND CLEARING) 1. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE PROJECT APPLICANT SHALL FOR PERMIT PROCESSING ONLY. THE CONTRACTOR IS RESPONSIBLE TO AND LEFT FOR OVER FOUR WEEKS THE APPLICANT SHALL EMPLOY THE FOLLOWING IMPLEMENT SPECIFIC BEST MANAGEMENT PRACTICES BMP TO CONTROL THE REVIEW THE PLANS AND TAKE OFF ANY QUANTITIES THEY NEED TO AND PRIVATE PROPERTY ADJACENT TO THE WORK AREA AND SHALL EXERCISE DUE METHODS TO INHIBIT DUST GENERATION: DISCHARGE OF MATERIAL FROM THE SITE INTO ADJACENT COURSES AND PERFORM THE WORK SHOWN ON THE PLANS. IF THE CONTRACTOR FINDS CAUTION TO AVOID DAMAGE TO SUCH PROPERTY. THE CONTRACTOR SHALL REPLACE OR REPAIR TO THEIR ORIGINAL CONDITION ALL EXISTING IMPROVEMENTS A. SEEDING AND WATERING TO REVEGETATE GRADED AREAS AND/OR LOCAL STORM DRAINS. BMP METHODS MAY INCLUDE, BUT NOT BE LIMITIED TO, ANY DISCREPANCY WITH THE QUANTITIES SHOWN HEREON, HE SHALL WITHIN OR ADJACENT TO THE WORK AREA WHICH ARE NOT DESIGNATED FOR REMOVAL B. SPREADING SOIL BINDER, AND/OR THE USE OF TEMPORARY RETENTION BASINS, STRAW BALES, SAND BAGGING. MAKE THE OWNER AND ENGINEER AWARE OF THOSE DISCREPANCIES AND ARE DAMAGED OR REMOVED AS A RESULT OF HIS OPERATION. C. OTHER SOIL STABILIZATION METHODS DEEMED APPROPRIATE BY THE APCD. MULCHING, EROSION CONTROL BLANKETS, AND SOIL STABILIZATION. ADDITIONAL PRIOR TO COMMENCING WORK SO THAT APPROPRIATE MODIFICATIONS 2. WATER TRUCKS SHALL BE USED DURING CONSTRUCTION TO KEEP ALL AREAS BMPS SHOULD BE IMPLEMENTED FOR ON---SITE CONSTRUCTION ACTIVITIES CAN BE MADE. 13. ALL EXISTING UTILITIES AND OTHER UNDERGROUND FACILITIES AND OF VEHICLE MOVEMENT DAMP ENOUGH TO PREVENT DUST FROM LEAVING THE SITE. INCLUDING FUEL STORAGE AND HANDLING, CONCRETE WASTE MANAGEMENT, THIS PLAN DOES NOT INCLUDE UNDERCUT OR SUBSIDENCE. STRUCTURES MAY OR MAY NOT BE SHOWN ON THIS PLAN AND LOCATION WHERE INCREASED WATERING SHOULD BE PERFORMED WHENEVER WIND SPEEDS EXCEED MATERIAL DELIVERY AND STORAGE. SHOWN IS APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE 15 MPH. 2. A LIST OF BMPS SHALL BE ATTACHED TO PROJECT PLANS AND POSTED AT CUT = FILL = 3800 CUBIC YARDS CONTRACTOR TO LOCATE OR HAVE LOCATED ALL UNDERGROUND UTILITIES, 3. THE AMOUNT OF DISTURBED AREA SHALL BE MINIMIZED AND ON--SITE THE CONSTUC11ON SITE. STRUCTURES AND OTHER FACILITIES AND TO PROTECT SAME DURING CONSTRUCTION. VEHICLE SPEEDS SHALL BE REDUCED TO 15 MPH OR LESS. 3. THE FOLLOWING WATER CONSERVATION MEASURES SHALL BE IMPLEMENTED: SITE DISTURBANCE = 3.1 ACRES 4. GRAVEL PADS SHOULD BE INSTALLED AT ALL ACCESS POINTS TO PREVENT LOW PLUMBING FIXTURES, THE COLLECTION OF STORM WATER (GRAY WATER) FOR MAXIMUM CUT = 9' d 14. IF PERMANENT EROSION CONTROL HAS NOT BEEN ESTABLISHED BEFORE THE TRACKING OF MUD INTO PUBLIC ROADS. USE IN IRRIGATION,NATIVE LANDSCAPING WITH LOW WATER DEMAND, AND SIGNS MAXIMUI'J FILL = 9' ONSET OF THE RAINY SEASON, (BETWEEN OCTOBER 15TH AND APRIL 15TH), OR IF 5. LOW VOC ASPHALT AND LOW VOC ARCHITECTURAL COATING SHALL BE USED. OT PLAQUES INDICATING EFFORTS TO CONSERVE WATER SO THAT THE PUBLIC CONSTRUCTION OCCURS DURING THAT TIME, THEN EROSION CONTROL DEVICES SHALL 6. IF IMPORTATION, EXPORTATION, OR STOCKPILING OF FILL MATERIAL IS USERS ARE AWARE OF SUCH EFFORTS. BE PROVIDED AND AVAILABLE ONSITE. THE CONTRACTOR IS RESPONSIBLE FOR UNDERTAKEN, SOIL STOCKPILED FOR MORE THAN TWO DAYS SHALL BE COVERED, 4. 111E PROPOSED PROJECT SHALL IRRIGATE '!0 MORE THAN 3,500 SQUARE THE PLACEMENT OF SUCH DEVICES AS DIRECTED BY THE ENGINEER OF WORK OR KEPT MOIST, TREATED WITH SOIL BINDERS, OR OTHER METHODS APPROVED BY FEET OF IRRIGATED LANDSCAPING. WHENEVER RAIN IS FORECASTED. THE AIR POLLUTION CONTROL DISTRICT, TO PREVENT DUST GENERATION. 5. IF REQUIRED BY COUNTY PUBLIC WORKS, PRIOR TO BUILDING OCCUPANCY, 15. THESE PLANS DO NOT AUTHORIZE SITE DISTURBANCE BEYOND THE LIMITS VEHICLES TRANSPORTING SOIL MATERIAL SHALL BE COVERED WITH TARPS FROM AN ON-SITE RETENTION OR DETENTION BASIN AS APPROVED BY COUNTY PUBLIC THE POINT OF ORIGIN TO THE POINT OF DISPOSITION. WORKS IN CONSULTATION WITH THE PLANNING DIRECTOR SHALL BE IMPLEMENTED o OF GRADING SHOWN. OBTAIN NECESSARY PERMITS TO GRADE OFFSITE. 7. AFTER CLEARING, OR EXCAVATION IS COMPLETED FOR THE DEVELOPMENT IN ORDER TO AVOID INUNDATION OF THE LOCAL .� 'r` WEOTLAND ENGINEERING, !NCGRADING EARTH MOVING, TN THE DISTURBED AREA SHALL BE TREATED BY WATERING REVEGETATION OR BY DRAINAGE SYSTEM AND TO REDUCE SILTATION IN THE EMPHEMERAL CREEKS AND '' CIVIL ENGINEERING o SURVEYING * PLANING 16. MATERIAL TO BE USED AS BACKFILL OR EMBANKMENT SHALL BE FREE OF SPREADING SOIL BINDERS UNTIL THE AREA IS PAVED OR OTHERWISE DEVELOPED. SWALES. y�: 3480 S HIGUERA,SUITE 130,SAN LUIS OBISPO,CA 93401 OBJECTIONABLE MATERIAL SUCH AS TREES, STUMPS, ROOTS, LOGS OR OTHERWISE 8. THE CONTRACTOR OR BUILDER SHALL DESIGNATE A PERSON OR PERSONS DELETERIOUS MATERIAL. TO MONITOR THE DUST CONTROL PROGRAM AND TO ORDER INCREASED WATERINGY r TELEPHONE:(805}541-2394 FAX:(805)541-2439 17. THE SOILS ENGINEER SHALL AT THE COMPLETION OF THE GRADING PROVIDE A AS NECESSARY TO PREVENT TRANSPORT OF DUST OFF SITE. THEIR DUTIES PREPARED FOR: BRUCE BARNHARD LETTER TO THE BUILDING DEPARTMENT STATING THAT THE PAD HAS BEEN DETERMINED SHALL INCLUDE HOLIDAYS AND WEEKEND PERIODS WHEN WORK MAY NOT BE IN p 2569 SUITABLE TO SUPPORT THE STRUCTURE COVERED BY THE PERMIT. PROGRESS. TRACT c� Q�p�ESS/ K. a � GRADING PLAN TITLE SHEET d ��� 1 No. Designed by. BENCMIM& 2180 7 JH APPROVE COt1N 4UiREM T5 * exp. 9/30/2005 THE BENCHMARK FOR THIS PROJECT WAS TAKEN FROM THE TEMPORARY BENCHMARK (TBM) FOR THIS PROJECT WAS �q G,,V`,� ��`� Drawn by - ' A SPIKE IN THE POWER POLE AT THE NORTHWESTERLY TAKEN FROM THE TOP OF A 3/4 IRON PIPE, RCE 6923 AT 'p�• �FO JH STEVEN B. KAHN RCE 42350 EXP. 3-31--2006 CORNER OF PRINCIPAL AND OLD HIGHWAY 101, DESIGNATED THE MOST NORTHERLY CORNER OF PARCEL 1 OF BOOK 25 AT AS B.M. #4 ON SHEET 1 OF 5 OF OFFICIAL STREET GRADES PAGE 31 OF PARCEL MAPS HAVING AN ELEVATION OF 956.98, Job No. o FOR EL CAMINO REAL (W.O. 2000--200--552) HAVIN AN ASSUMED DATUM. • ELEVATION OF 950.56 ASSUMED DATUM. Re ® 01.o59A Z,�•or cord DraQ I TERENCE . 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I � = CAMMOMM MUM .=�� I � ----------gnmmw onsolm� Mm"="��OOMM *Ix� �omm�m� � moso�supow a �I *WAIN",r ____ ___- ��R-� ��r MOWN wmawmxao� swiame� � M - ���ompon an� - - loom*" ��' n� m��� VA&MM Fw_���_ - W __ � ��owi� ���amom somm =M - - ==Noma -r-.- w�;= � �i�- No . o��N�omm"� � �� mom"m�= o� �� unman immom gm"wwo� I f� -________ __ ___-- ____-- �� �omma" m�= =��� �=Nmmww� � N� al�oxomm -- I---- � � �vm�XNN"= swmu�m�m-in- =�� �mmom b� swam =M�=N� owasm� n� mmmmm,gao"m - � la� _____ . 11 I ... g�oolOR" = =.N.w � m� I-__ "now __ nmo�mommom = - =MCB.-M oppose =00� . r HAAAAA*== owma� _._�--- sowimmomp� mamma .. �WANWMP� --- =Noma r �ommeam� � � - 2 MINNOW-- - r = - ... __ NIAPION� vw�ffl��Mdww -..----- nowilm � !=ft� moomm� - ".. . 11 � . I . .1 -,.--.-- ---r .___ - ___ MINNOW, - - -------------- � moullow IMAERNWROMPOOM loonow� - ____ _ . � . .. . - . �r . I 11 I SAWWO1001 . ..� � . . ...I q Ir _ I— ___ -. _.___ - - - x� ximom I ____ �- ___ 1. r __� , _. .. - . ._ , ._.. � � .r.� - - . ______,_. . ------=----.. - . r -.---S . -. . . - . - - .---.-rlr.I I I _. ._. I -.,, .. . . I I i I - I V _. z � � I 1�I 11� I I I I I -1 .1�1 I ,'I I r -�_il f 111W�l � 11 . I 11 -_ - � - �__ . _.- . � � I I �,:1.114:1 - .1 ,rr ,,.:,I��'N'.JW�, '� I "," I I � i'01P. , . I - I 2 L ff .f�, Jim I i LN . __._ - ____ - - r -_-_ � .. I I - ----_:_- .1"I X'SaW - ,.- _� I 5 V lhl�� .00t I I I UP - -- - - -- ---- � z I%-- � V A __ I k - ,mom I meow now - mom - on"" � 'A110- :am mom - I - I I . am aft � ) - = We AM - 0 1 a . n IS111 I if I - - 00 � F IS" = 00 N r A SO op"--o\ - ;Iot Am ft P I"a, � 11F - 4 nft*w I ;� IF 1 4 T T Me .1 - PlAr �. APSAW-W -_ � 0 V I 0 1 1; I I V 4 I I , 1W 1i eks"INOL1217AWL: AkV am 44P 1 1 A, _________1�"P.4, 01 11 i W 'ej mmowmw-g Slinsolkso uses 1110111111 I �;ft,r�er. -___ aa$SNXNRoasxaa 0 -00 W'. W .- . , 10 NoVilloerwriD. 9,tri; . 11 MM . Pj_. ,W- .ielf-t:eoln-;eolli-�i�rMIT-�r,�'o-�l-!, . , U .4 -.. , . .,;# - , 911, .dg�&.;* ... .� I 0 4 IWO & a a T I ; 0 1 --- NO so M_ -=7 42.�� - - - . 14 F a : # a ton-29F., - 0 8 111��41 I �.,� noo�r. �._ - , AMMCK411P, M M M M - 1graza.-M. V."I 0 1 0 ob � I - Poll - - , W % r k , WIN%3101 I - - - A 1 � A.WLI R no z N a i 0 V N1 i I Ims 4 __ _____ - I 111- ___ I .. ! ke . . a 40 4 4 ;* I- . ��.��������������������������������������� � 0 11 I . , I OKI�11 11 I III Q, H 1� I a 1, - I ff&" --r- _ . -_- I I � _�I - ", I 1, � . I --r- -1 . - - I� . - = onmoiw HANSON MOWN= = = goomm � *gr.-,A � 40 = = A su� KNOWN NOONAN "meow wawm *� = � mmomw Now� NOON" 0 ---- I onsum � I -,- w� . . �6�vinvom "mom anomm goo� = mom"" � � w� WAVA� = $Apollo mmoom "avow mono = = venom � woo� somom= powwow NOHOW mmo� $MOWN vxwmmm *� = = u� W= � o� ilmono a *#MOWN � soloom = = "mom moomm = m� Simmons � onow a� gnomon M memow op� ows�= = NWAMM �� = -= =� � We.= I � = o� � � = �lmol�� I . a�� walwmwm XWAMOM opopow = � � FAMMM minimum � I OMMOWE m�p� � iw�_ sw� NOWAM� somom =wa�= vmmwm 1.� = mows" E 00 � o� o� = SAMOAN � BE 2 = � onviam � = mono= o� = i . = � on: . op� � mmom = � R 1, = ; � ow � , . -110." 5-:.3 1 a ffi�l� ___._� MOWN to Noma MAMM=am..w 2=2= 7 40 E -1 M � . " - 0 �w- M "-M--" - womm - 1: :� - I I".0a 0 Nonow NISSAN = -1 SWANN PRO ymo� = Edh �� ___---_._______.. 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Mpg S,�.,,» S s� ° � \ '`'s �• �; GASB 4S �• \ \\ R z GASGAS GaS._.. ®®s \ do 9titi 11011 i Cb PS ` \ !A� 69.81 Tw I / 69.24 / \ TO y / \ Cb• 8.56 TW \e kpl IV EIJI llL(yo)v s GAS GAS GAS tv vv GAS JL3 sa lo •/ e, ,�' \ S \ .- __ 1 --GAS GRAPHIC SCALE 1 `~ 7 20 0 10 20 40 1010 + ( IN FEET < 1 inch 20 4t.} < r / ` =� � I , + � \\ -_ , 0 W Ef"LAND ENGINEERING, INC. CIVIL ENGINEERING a SURVEYING o PLANNING 3480 S EXISTING 6" AC WATER LINE i TELEPHONE:(05)541-239SUITE 4 SAN�AUxIs Sosja,r24 93401 UTUM NOTESPREPARED FOR: BRUCE BARNHARD �'�.;:•,, -------- SEE DETAILS ON SHEET 12 N ,� „ TRACT2569 1 NEW 8" SEWER BACK WATER VALVES ARE NEEDED ON SEWER LATERALS WATER LINE 6 X 6 X 8 MJ TEE Lr--3 s9ss FOR LOTS 1 THRU 4, LOTS 6 THRU 17, AND 19 THRU 25. NO Q�p'FESS/pN� VALVE IS NEEDED FOR LOTS 18 AND 26 THRU 29. LOT 5 WILL 4'��, G�' K' o�� �9 UTILITY P _'•:° 6 BE SERVED LATER WHEN THE BUILDING IS CONSTRUCTED. 8" RESILIENT WEDGE EXISTING 6" AC WATER LINE Designed by. ® GATE VALVE �- � c� 0 APPROVE OUNTY UtR M S FIRE HYDRANT INSTALLATION PER AMWC DETAIL 108 WNo. 21807 JH •. L .. '3 `�::��:::. ,* exp. 9/30/2005 TT �� •��jT TAA�� Drown by. ' - ''=+ WATER METERS PER AMWC DETAILS 104 & 105 WATM UM CO O DETARi ' '�T,,� c V �, �� JH STEVEN B. KAHN RCE 42350 EXP. 3--31--2006 WATER METER MANIFOLD INSTALLATION PER AMWC DETAIL 106 NO SCALE. CA1-Ic o ` Job No. ALL WATER METERS ARE 5/8" UNLESS FIRE SPRINKLERS REQUIRED 3/4 Record METER REQUIRED FOR FIRE SPRINKLERS DrGwl*n(7.5low ® 01.059A TERENCE K. ORTON, PE 21807 EXP. 9-30--2005 0 Wi ALL WATER FACILITY BOXES THAT MAY BE SUBJECT TO ANY VEHICULARSheet # California Coordinates TRAFFIC SHALL HAVE TRAFFIC RATED LIDS REVISIONS THIS SHEET N 726 E 1210 8 OF 12 All SIGNATURE DATE r _.-_ _ m �„ _ �� -__._... _µ �A a.,r. __.. ..: __-_ - z , ii WALL 3 IRS . 7 APE nom'; a M ! 1 �--- - - ,AU s C0� RET wAAAU DETAJLS PREPARED ABY WILLAMSON CHAVEZ DESIGN DATED W29-2004 ATrACBED HERETO AND MADE A FART A M -•"` - � �•..7� [T� I't � �w meat ','� ' R'�! r� Ll r w '••. /''' 1 � ..,sem•,}.r�`!�' .. T R -976 _ 972.4. 972.67 12.00' _.._..._. 2.67' -••------_' .-.... ' ._. 970.6 3 2:00 ' 971: 3 OF WALL -OWAL "3.67BAC ----- 20.22' (0 CURVE) •-970,6 970— 7'w4....w. ,°. FACE OF WALL x969 2.89 3 TOP OF FOOTING WON —" —968,6.7-4-12, o' .6" 968.00 968.00 3 .49 968.00 2:67' 1 ..965 965.33 / 15.18 —965 963.33 964.00 20. 0' �. 3.67' 963:33 x-16:00 0 0 A C _____ .--•-- - -- ---- - -'"' BACK OF WALL - 963.33 7.18 _ ---"' __...- ___- 62-.6-7—/-8.-00 3:67'`� --- . .- ----- 4476 _�.----_ 962.00 / 8.76' FACE F—WAL-L ----�- 961:3" 0 00 ... . 96o s_ �z 960� 960.00 960.00 16.00 TOP OF FOOT NG WAII 3 _ 3.67 i" = 5' H & V v 975 TOP OF W LL -• 974.00 _. tin• '2 BACK F WALL 16.00' ----" '� 25: 0 � 972.00 � FAC OF WALL "971:33 4:00 _ ® I •97Ur6�7 4:®.' WESTLAND ENGINEERING, INC. © 970 TOP F FOOTING — 9 0.00 970• b 4.00 CIVIL ENGINEERING a SURVEYING a PLANNING x.00' 3480 S HIGUERA,SUITE 130,SAN LUIS OBISPO,CA 93401 TELEPHONE:(805)541-2394 FAX:(805)541-2439 1�1� G PREPARED FOR: BRUCE BARNHARD w 1" 5' H & V —965 TRACT 2559 o QRpF ESS/pNq` ����,�c� K• off,Fti ------- WALLS . Designed by. 9 BUILDING CE 21807 � JH APPR c - EQu EMENTS x • 970 _ o� a p. 9/30/2005 TOP--OF—WAIL 96 :3- � � Drawn by BACK . 0� JH STEVEN B. KAHN RCE 42350 EXP. 3•-31--2006 OF WA L s 45.00' 5.00' FAGS- WAL O t� • Job No. to 965 Record 01.059A TER CE K. ORTON PE 21807 EXP. 9--30-2005 Sheet # 5' H & V ( California Coordinates 12 O } SIGNATURE DATE REVISIONS THIS SHEET N 726 E 1210 g OF O N . t!7 ��a,.,.�._ Rax.�,4,m�_._�..._�.___.....�_._... _.--__a__ .._ ....... ____-_P��, "—_--__ 7"ItIIII'll' 9 6.06 EXIS FL 960.52® L 961.35 T -- - 4+54.24 • / 960.76 FL / 961.59 TC NA - N - v W I '•� • A �,, r 1 , A O, + •A r 0 ,1 • . •d �, r rr+ ,• A d ' • •/' '4 1 e r l 1 •• , d , A ,O A , ,, O , IA 0.4lloo 1. 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'° ✓ rA 960.85 FL "�� Y: «oV4 1�r••:•"•°,� • ,".•• ; d,. �so//�� 960.76 FL / 961.59 FG �� W •• •4. 9,•�s''. � «4 ,' • •.• + It It ~• ° e• �•• ° �•j° i t d r • d ,,,"`� `.4 .'� atr• p� 'y" •r.f° ' r D{' 'f • ' r `e° • ,d • g'. • ; • • �$� :•' ,. . 11' �s.> 1 OF ATASCAD 0 •° A * ••' • ' •d . r •• r.. 12 X 34 CSP 962. FL C TY OF ATASCADERO �` CITY • ' . a t� SI EWALK UNDERDRAIN •°• r� •r,w : .'°• •°. • " + It .•; 36" min. fence posts Construction notes for fabricated silt fence 10' Maximum center to center driven min 16" into ground Woven wire fence N�RTFI GRAPHIC SCALE I.,.,1.,.,.,,. (min.14 gauge, max.6" mesh) 1. Woven wire fence to be fastened securely to fence 1.1•,1e,11,r.rrrl,/.e1,414 •1111.1,.r.1•I11„re:Il.••.i:..,1•„1„r.r•• IIIIr•Sr.1„1411111,111,11.11.,1 r1/1!111„1/111111fIr•,14• 20 0 1 0 20 40 /e..,.. 1.,I,.r,,,,,,,,,„,,,1,1r11,.,•,1,4,Lr.rl.,lr.. posts with wire ties or stables. 11••/,•11.1•.1,rtlr 11,111.41rr.4•.r1„I,I•lu,+Itt 1441 t,..•rr•„t•/1••1,4/•,.,,,It111•II• .I/f rllrlr„I„1.111It.111It1..,•4114.,I,•f11•II.1,1.1.•.1..Ir,1.11t.11,11:..,,.II•,I,•Yt•1111111•,Itt,• ro114,e11..141.r•Ir14,t1,•r...4,\4.e.11..,•.4r•,4••......,•rr,,.t•,•..r\111.1„114.1.41 r11I.I.rl,l.trlr.,r1.I,14,. .4,er.41144,11.r•4+41.4111•r,rllr,rrr,r1.11r,rr,r11•r,1.r,•.1.111•r1r,,.I.,11 1...111„111 r,r„•rr4r4,11 e+„41,r,11 1I..,,41,r4,r,+,r1r14r1rrr11 1.111..Irl.r.r•rlrrlrlrllr,r•r.I„/Irrr•I/,I1•/rr••.Ilr.erlr1111 r,..1•t,r••,r,•• •..•,`,ter,. ,1.I.i•err.l..r4.1.,.,/r,rr,4rl,.,r1/r,.r,re••.•rI,1111/I,rerr,I1.411111•,4111111.r•..11.r.,•.•4r•„I.I..r.t.•.•I, . 1+4„L,.. L,.. ,,..,,..Ir,,.,.,,...1•.„1.111•.11111,1.111,•I,•;.,,.•,...•.,.,,..r...1.,' 2. Filter cloth to be fastened secures to woven wire 111t•Ir111,1r41rlf...........................1 11,114•Ir•t11,I,11•••11It♦It101.1.11••1 1 •,Ir 1I••,•,•I,11111 raw. y irrl,•IIIII,IIIr11.,•1,\•14.1,11,,,4•,rtl,•tr,11'1111•It.,11,t•1.\IYI.,r11,1.I11,••1r11r:r•::,:,:11.,•111•,1 rrr•f,r Y'•_ 1111 1.•0.11„II\r11•r11Y1111t1,1111•Y,11114111.1/I.•,1I.111.111t•4•It,1,•I.1,1.•i1•I,tr1•I,I1,11••,\I•tt•1•I x•1111 �, ..._.- ,._.. ^�"^�• e.Ir•re..rt••r•.r,4.•Irteler.l,r•I,•r,rt„r1,,,1,1•.t,r•r1,„1,I,IY4r,114•I.11,••r1„•r•rI 1.1,4,1•,•„•r••,1114,•1 , ♦ » , FEET • .n,ruvinn4.4r,nr,n,n./1,In111,u•1•.uerunru.In4nln,ru,rnrinr/1r4utu,Ir+,14.Ir,nr,Iur,Irlun fence with ties spaced ever. 24 at to and mid section. `..•- ( IN A EET } ,r1./,6..,...r.1./r,.,r1..••I..I,I.,,.......,e.,,1,,,,,,.rI.1I,...r..r.•...II,.r11.....,....I r1,..r.......1•...I.. \�• P ✓ P ww. r1.,,•,1111rt 11,•,4/.t I,IIIr14 11..,14111!11,1,11111t•11.•11.40,t Ir111 r,41,I,11,r4•,....,0.4.11 t.I t14„,110111,0 0 •r,.r„III.It,Ir,.,•,r 14.11,.,t,,.t,•r.1..e•„11.141 rr 11r,41r•Ir,r11.1,1„I,1,r.4„/.114,r,IIr4r,r,rl4 11,4,,,r1I4I1,.,1,Ir4rIr4,11141.111.4./Irrrlr,rt/11./•r.,.4,1,11.11,.r,111111,4110,r1 r,I,rre 1 inch ��•• 20 ft. -' - •.. ;;...1..,.,•.,,1,1,Iral,e,1.r,,.,,,r,,...„.,...r.4,...,r..1.,..,..r4.., . i i 414414.,,1.1,.•Ilr.rr•rrr•r,Irr,..41,.1.,1/41.....1.1rIIlr,rrll,,,1•r ,,, _ _ ,Y.1, 4.,.,.,I.. ,.,4„r,.+,1•,..,,.,1..,.,1....' 3. When two sections of filter cloth ad join each other RUNOFF '- - r'il: Ilii':illi A.i::1i':::.iri4i'i•�::•ill's::iliii'iii a::::i:r (p . I'll...� •I;1,Irl',r..r4•,41,1,•r 114,•rtr11\414•,41I•I,Ir44.1„ .,•,. 11,• 1.1.1.1 r,114•r•1,11,r1rrlrr.rlr•14r•1rlr•r•• Cn •,14.,.:,..1,,::...,.,...1111.1..,.,1,1.....,1,,.,1,.,,...,. �- ,� they shall be overlapped by six inches and folded. . .$,. I... •I,•ur.„rrrlrl r,lenu.l n,Ir to6 ur4llrr,-r1t/4144.r•r••u•,rrn rr•rr•.4..14,I•.1,.n n1•• .....-*••-^^•�"'” n.rnllnrura,nrnnne,nu,n4,Inlu n/1.....11,r,4.t,.0...4t.er.r„rr r,..a.aI a 8” min. 4. Maintenance shall be performed as needed and material removed when "bulges” develop in the silt fence. Post: steel either T or U type or 2” hardwood --� 2 - 3 LAYERS OF Fence: woven wire, 14 GA., 6”max. mesh opening GRAVEL FILLED BAGS Woven wire fence (14 ga. min., WITH ENDS OVERLAPPED max. 6” spacing) with filter Filter Cloth: Filter X, Mirof! 100X, Stabilinka T140 or approved equal cloth cover Prefabricated unit: Geofab, Envirofence, or approved a\equal 20 m in. Flow undisturbed ground RAWL BAG Embedded fill pr cloth min. 8 SEDBARMR DETAIL into ground 16” min. FABRICAIMD SILT FENCE NO SCALE NO SCALE NOTE �j t \ ..•,,.1111� • co 1:'• .• < <• ,r a1r' •---�---; THE PLAN SHOWN HEREON IS FOR TEMPORARYEROSION � `�'�,,.. � !�” ,� � til t ��iq�x'�ti�'�!,�y► i ,t \ - r � ,s � R ' ' •f:111,1 "t'.t,:,fit \ �� � � , � i +' •� t'It rr,; tx'�";f •�. CONTROL. ATTENTION IS DIRECTED TO � O •,•� -. , o•i�. yr`r .A�t rrt',.._._.;� •,- ._..... . :�;t,t,',�k•'• �� •.. �.• ..._--� \ THE GRADING & :,,. ,, t�: r , �•, ►t o •- \ DRAINAGE PLAN FOR THIS PROJECT. PERMANENT EROSION . �.,` � '•-.....1111,, S, .�`,,:lf r+• • s: w 1 � 1 ,..•� �!'' ` .,� ` ® CONTROL MEASURES SHALL BE INSTALLED TO CONTROL •�` �,� NA t ti ._.,.�s J -' �`�•: '`�- 0.� . r :�'�°.rx�� .� "__. ._._: _�. r ' " '�, ' f ,� �� `\ LONG TERM EROSION AND SILTATION. ,,, r '':--•.. ..--„•---.�.......,._.. , ,t �+ ...1.11 {; y •r�,, �,;:, r/ \ - �1 t�''`�,' S .....�� �....� R►, "�ti r}411 "�y+�• J •f' t'��} e+;� ,,•''"w' � �`(" � \ i ';'•:;�,t " . ti ,�'/ � "r `\ �/' \ ;',:�- � STRAW WADDLE OR 3/4" X 3/4" X 24" WOOD APPROVED ALTERNATE. �� �` \ \� STAKES 0 4' O.C. :'. �, ► —='"'``'-� __... � .�`�"-- •----....,,� .' .... _..-•=_1.11.1..--- -�� _ ,,.1�" .,.�• r\ ��` �\ i 4 ' • � :!t:«•�`tlibi,1•t,•,t="��' r�{ / y� �_,....--••-��t�"�1,�'�'bs+ �',�t,.,�, y � rj• � � \r 3 {� �`tpG11� ►,`-rte u,"t' tl�•,� ' r "P.r.I{('•+'tIY r►._ +' _� \ �" LEGEND �3 r • tl�=i1 '�'j1t'tP ',1�7t, {C�t,�' `,�. ♦f r »t �� r t • ,r.�\r;�,�•►�f�",r�I�:�ttr;��,i ,1,,'� ,3�'� `t'irr �j'�r',•r�� ® ...,,,.. \J' \�.AOr-• r~ 3 1 • .�.. ._• tiJ r,,i' , ,t. . 'rofyJ; ��"�'''•- ,n1...•-°•• '�r ' ,r�1yr� t ►E \ \".r;, ,r ----'-•-•-SVIF----STRAW WADDLES .•.'�..,.. ,_ tits` ' P..8�� +.. r�•+r ' �' ""�i' "•'gyp" .ew.rrl'' ryr(�� .11.� 1 tai 1:J' \ STMW WADDLE ! { 11�4tIr' ., 1,r i•J• q� {� I��, . � /{I.t.. Y, .,,{• 1t t tr.f ( 1•t. '9 I•t'r od{I� . `�+.. ••�^' , '1 9 r•�' -"'� / J r;�•!y'y''t� �1 t�rx, .j t,t� �{�,r:,�"• �,v �, 6 ,�`� r "`� ,. �� ei I ! '►+;► !;' .t•,Gt i;�•r.,�';t}I;�',�"#► ' �````�---�. - HAY BALES NO SCALE Wt --.. 'P': t i��:�':�L:,Yt„•�+��:'�;►;•�°�'''"i �+' "�•. 4.44------....... � ~''``*,--.._._ —�" •" e SILT FENCE Owego -.......... r rig�,.'�;r :�s` �j!�,r''il.�y1 S�`�,,6(4�ie�jt,q r��,•.� \ ', t t, r'. •',1.11 tri' t. ,,y ir'1�t� •1 +.� _ \ GRAVEL BAGS OleJ r � Sf j�e.'�,'�I� r� r1M'w" ��ytt t r d�.e,+fit.r V � • �� �, •/''" z1f� , /� yt Rtj1t;.f�,.,t, { ♦�ti e°^�"f�1`tt�' _"r-~---- � •-' .�11.��•�,,,,,, _ ../' \ a :�i�• �3 3 � Jt.!,r • Y , •-- ... ..- ... '---...,., �,�„ Vr�.,�,.,..-," t 1i r r'p t' •t, _r' ' • r ti � 1 •�t�, �'"�•�'�':t'• -�-..._'-- . �r.�. ��y �_ _ � .��` PCS"GRA RSA � ` ,e� . �+�,�t..+`�• � • � 4 t .tin;��,, �" "--�•---�-__._... _ � '���. �`� --- P�-,E�NI�tyG A � ���''�'�;� :�,�'' '•, ;;� c�, •I •• •'-. � _.._ � ,� _J CL ��. , `P.. ,, GEOTEX11LE LINER ►� {f'L `'�.._ 4 ,r-.".,•e yr.t � .r,�,,�. ►t UNDER THE ROCKS DEPTH 6 •-12 � � ld,•,t�{, � .�'•`. '^' � ..,........-.. !Y 1• ! • "ti'•r1 .-•* ''Ci 1r,�; . t 3 •.'. r » » _,..,--•-�\^• ,1141 tf, ,. -""--.,,.. �•`'`•,�` � �1tJa�,�t�.�rif 3� 1:1� .----"'"r`•_ a t�a <?'t rr°�"'�;' ' rye-•-•/' \ ~~ ` / t - ► 4 � r fir. t 1 A 7 4 Y A A� 1 ..- \ PLAC GRAVEL BAGS r E ® 1: •, Ar A t t , � 1 rt •� - t C r'P � rt r 1 ,y r- . , . •,'r.�. ,. Ip L., t t r .•� �._ . _� -~- _ _ .� ' 377 --4. FRACTURED { a �. ► {;t { tt \\ ti �� ► �. �t ,t ,, r.. `STONE. AGGREGATE; •' �' i ! 1 A •� r r 1 � 'PLACE GRAVEL WNEEI� CLEANING AREA <F , t «,��"6 t'}°• ,.1 ,1 ' ,.»+' e � jj•, It:t•{y t'{ ;t ,r���r1 /,� a�' i F,,.,r - \ C�' O O' P t,r•.}t•.{� r� ti + '�,�J���Z�}�r]Sljl,�i�t�1�� r.+k+� �f�, 1 3 �{ d.,�y 1. � w�;1�t •srt r�,r.�}' ,,:►;�< ,r.>�,' /. - �,° 0, Q r„t1 +tai•:f.� _ ' ~�' ` t s.,, l�t. r'rit!"7,� t �1:1,•h �I �I® �Ct, 14 to WOO } .� ♦ �, � '�., , rt;�f�{, �r ® LENGTH - MiNIMUM 50' �G'PP . : {>,i=3' 'tr ► `'' .=`� �`� ' f` WIDTH -- MINIMUM 10'--15' �,�5'� (should be flared at the existing road y ' r ? t;• 1{s� ./�" _ _, ,* �,s- to provide turning rodius� __ J •� t � • � '�.,, '?+' ,ri " ► ,►�, e ` DEPTH 6 --12' EROSION CONTROL STANDARD NOTES Construction Notes �- i ♦ �� `:; 'r 'y'�` �\ �`-- '�' {�'':%` � ; /`' ®®' 1. Stabilize the point of ingress/egress as an effective means of "�• `�M ,`f•'. y�'y''�R:a t'� 'C ®' 1. EROSION CONTROL SHALL BE PROVIDED WITH INTENT TO PREVENT ANY DOWNSTREAM OR minimizingthe tracking of mud and dirt onto public roads b construction vehicles. g P Y ix� ,,,••.'�r : DOWNWIND SILTATION OR DRAINAGE. IN ALL CASES, MEASURES USED SHALL CONFORM TO, OR SHALL ► f ,i. ,;:�,i, -... i�` }; ;�4,�r•;r;t't►,,,, ' ►► ►> 2. Properly grade entrance to prevent runoff from construction site. t r,. rpt � EXCEED THOSE MEASURES SPECIFIED AS BEST MANAGEMENT PRACTICES . IN THE EVENT THAT i y t :-•i•e�f�i �,._,,,,�'' � _mss _ .-�`1 ,. � � '���;',;,�;'?�•�'�'.�,�r''" Entrance elevation should be (ower than street. i ,la:.• r ,•rt MEASURES FAIL OR ARE OTHERWISE INADEQUATE, ADDITIONAL OR IMPROVED MEASURES SHALL BE 3. Route runoff from stabilized entrance through a sediment trapping PLACED IMMEDIATELY. g PLACE S W device before water is discharged. 'f �"---- WAD A 4. Design stabilized entrance to support the heaviest vehicles which 2. EROSION CONTROL MEASURES SHALL INCLUDE SOURCE CONTROL INCLUDING =0 ST CONTROL, . •.� i`�;� .� ��i i`�rs�:'�iA> � `��,• �'� P E EDGE �, � will use it. PROTECTION OF STOCKPILES, PROTECTION OF SLOPES, PROTECTION OF ALL DISTURBED AREAS AND „ IN/ \ Ir4+'r"'��',Fr• t• 5. Place a 200 mm (8"thick) course of aggregate over the eotextile r'� '� °y '►t j' vr.>a PROTECTION OF ACCESSES. IN ADDITION, PERIMETER CONTAINMENT MEASURES SHALL BE PLACED. ( ) g '�'.w% 1' ' r '� •q ► fabric or a thickness of aggregate recommended by a soils engineer. ..7 N � �tr�ttty,i,yj+ ,��,t T,�e it•!{:�;�',�w�t.'GiM�i, � • 6. Inspect routinely for damage and repair as needed. � ,,��, i� 3. EROSION CONTROL MEASURES SHALL BE FULLY INSTALLED AT ALL TiMES FROM OCTOBER 15 .� \ t,:'r�y;t, ,,t: ,1 7. Service sediment trapping devices regularly. �, ' ' ;:_ r y?' THROUGH APRIL 15, INCLUSIVE, EXCEPT AS NOTED BELOW. STABILIZED CONSTRUCTION ENTRANCE \ 4. ALL SITE ACCESSES SHALL BE PROTECTED FROM OCTOBER 15 THROUGH APRIL 15 INCLUSIVE, NO SCALE ' f e AGAINST EROSION AT ALL TiMES THAT WORK IS NOT BEING PERFORMED ON THE SiTE EVENINGS, N PLACE GRAVEL WEEKENDS AND HOLIDAYS. SUCH PROTECTION MAY BE REMOVED TO PROVIDE ACCESS TO LOT DURING ROFESSIp W�STL.AND ENGINEERING, INC, BAGS PLACE GRAVEL BAGS AROUND EACH DROP INLET WORK HOURS IF AND WHEN IT IS NOT REQUIRED DUE TO WEATHER CONDITIONS. Q Nq K. a�F CIViL ENGINEERING e SURVEYING o PLANNING r•- � � � •� � 3480 S HIGUERA,SUITE 130,SAN LUIS OBISPO,CA 93401 5. 1N ALL CASES WHERE SiLT LADEN RUNOFF MAY ESCAPE THE SITE, THE FIRST THE FIRST ��• i TELEPHONE:(805)541-2394 FAX:(805)541-2439 a DOWNSTREAM STORM WATER DRAIN INLET SHALL BE PROTECTED PER DETAIL. W PREPARED FOR: BRUCE BARNNARD cx No. 21807 exp. 9/30/2005 0 6. ALL STOCKPILES SHALL BE PROTEt-07ED AGAINST WIND WATER AND EROSION. SUCH PROTECTION * * TRACT 2569 SHALL CONSIST OF "TARPS OR SPRINKLERS AND SHALL REMAIN IN PLACE UNTIL USE OR REMOVAL OF ��t'Cl V 1 FO��`P a, THE STOCKPILE, REGARDLESS OF THE TIME OF YEAR. 7. PERMANENT EROSION CONTROL MEASURES SHALL BE FULLY ESTABLISHED TO THE SATISFACTION EROSION CONTROL PLAN OF THE CiTY ENGINEER OR HIS RErF."NATIVE PRIOR TO FINAL. Designed by. APPtz0ve0 uN TS -B JH X 8. ALL DISTURBED AREAS SHALL BE HYDROSEEDED, OR OTHERWISE PROTECTED, IMMEDIATELY Drawn by FOLLOWING GRADING OPERATIONS, ON AN AREA BY AREA BASIS. JH a; STEVEN HN RCE 42350 EXP. 3-31-2006 � Job Na. Q 9. IN THE EVENT OF A FAILURE, PROPERTY OWNER AND/OR HIS REPRESENTATiVE(S) SHALL BE ® i RESPONSIBLE FOR CLEANUP AND ALL ASSOCIATED COSTS OR DAMAGES. iN THE EVENT THAT CITY Record 01.059ACREWS ARE REQUIRED TO PERFORM CLEANUP, ALL WORK SHALL CEASE ON THE PROJECT UNTiL w1n —� TERENCE K. ORTON PE 21807 EXP. 9-30-2005 i CLEANUP COSTS ARE FULLY PAID. � Sheet # N REVISIONS THiS SHEET California' 72689 E 1210 11 OF 12 SIGNATURE DATE cs� 11 I I . I 1� . . I . . 1, I I I � I . . . . I I -1 . . � - . . . I . . . � __ I 11� - ___ ______ ____ . . . . . I ,� 1.'�I.k 11:.il.11 11; "..".;r,�".`"..";-,J-"1.1*j1.'.....-I-..1,1;1.,ii VI-9,111"r.", ".,,_". _ .1 . . . I .,e--�I.I I, , I,-,4',, �; f. 'M.........f"I'll 1-l'..-1.W. ,4,"... - ? ....... .�.4,�',-,.�,I W�h""'I;�'�':.�I:t t k_-!;�,;-" ....., ..;.1., --i-P-,;i,,rt:i-t*1 I f ,f t.;w-ii(i�-."�,,,�l.,�,�'-"Ii,*""i;".!�)Ji,',7i4,,,,�-�,i�.,I�-I;,.,.-'�."i:;(�.,,*F,.t,�.",t,*,',!4 I . 4. I.--- -'It " , . ',�J�11 -- .- �.,,I,J,� .'Ait.,�l..."11"i" -I - . ,-.. ,.I". ...".,4-.,,,-.;.;-,--",z.11,.I'..j..� 5 .- I . - .�. . , I4 .,,�: :":7 1" :: -g�j,,i.I- 51 .i. .., ; 'r-4t'! . -i ;i."41!I I ..,, .I I�I-V- .1 . . . 11,,;%,�"I,- ....1.N . -,��j,�., .",%;,; ,t-6,-r'-.....). i '13,-, r'�1% . ;4-i-r, ; -,." �. 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I I � I I � I . I . . I - . . . . I . .. I . � . I . I . I � ; . . . . . i . I I . . � . . I . : . . . . . I I . � . I I . . I . . . . . I . . . � . . I � I - . . . . . : N, OF THE STANDARD � I I I ! � ; . I . i . i . I . � . I . . . . . i . . . I I I . I I � . I . . I I I I I I , , I 1 ITH THE . . _. I . . . I : I I . I . : I - . t . � SP VICES, . . � . I . . . � FIRE HYDRANTS, VALVES, BLOW-OFFS, AIR-VACS AND OTHER APPURTENANCES SHALL BE I . . . . . . . NORMAL INSTALLA'TION OFF DRIVE I . . � . -1 � I I i . . . . . ! � . . . � I i I I . . . � I ,_ . � 1 RESURFACED IN CONFORMANCE WITH 'CITY OF ATASCADER0 STANDARDS . . . . . I . . I � - S- 3- 8- - 3- S z . I . I . " . : . . to I . - . . , r_5 I . I . � I . I - W W- . RMANCE WITH AMERICAN I . I . . . �, . . I . � - . � IATION STANDARD C651, DISiNFECTING WATER MAINS. NO � . I . i i . . . 4"', ! STI ., . * I I - . . I , � ; IS SUCCESSFULLYTESTED AND DISINFECTED. . . . .. . U-) . . . . I . I . , 1 -_1 . � . � � 0 . I � . I ; I . . . ! WATER COMPANY SHALL BE NOTIFIED AT LEAST I I : I . � . i . / , / ! H . I I . " 1 4 . . � . �z I . � I � . . Q . . � . ! < ! . / I 1. I � � n � / . 4 .I � I . . : AT THE END 'OF PLUGGED MAINS, BEHIND TEES AND BEHIND FIRE I I I . :� . � " . I I . . . HYDRANTS. . . . . < . / I I � . I � . . . . 0 i / 4 1 � -- __ I . . I . . 1.0 st 11. ATASCADER0 MUTUAL WATER COMPANY SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO I . . . . . I 1:�: . / . - . I ---*, I . to1 4 . I . C� I . I . . / I . I . . I 0 ft . I . . I 0 / . I . � 12. NO CHANGES SHALL B I . . � . I . I , 0 1 4 . I ! . I .. 1 C4 1 . : . I I-I. / I - . . VESS/1 0 0 4/ 1 . I I . . . - 1%I . , ESTLAND ENGINEERING, INC. 1_,, Cq . � CIVIL ENGINEERING * SURVEYING a PLANNING � . ; . . III . I ! 1 3480 S HIGUERA,SUITE 130,SAN LUIS OBISPO,CA 93401 . / NORMAL INSTALLA11ON OFF DRIVE ; .l"' ") 0 � I :�" ft / r C --. 0 -'-- TELEPHONE:(805)541-2394 FAX:(805)541-2439 .4 Ir- Q . CD I- M " . . . , W r" PREPARED FOR: BRUCE BARNHARD 0i I I . . ; No. 21807 a . � ; . 11 - 0 1 4/ . I exp. 9/30/2005 . 0 . � , * * . 1z "* 1 is P I . I . 0 if I . IN- . SN .."' I I . . TRACTO ' . cm 0 - I % M I ------- ____ ..... : NFORMANCE WITH ALL . . = I ; .R . AN . I . I I . . I . . 2 I . . . DETAILS - C11 . � . 1 15� T_ I , .1 . I . . 31- I I . ""'Y", I . Designed by. -z . I I � NTY IR TS . . I I = . ! JH 1 03 . . ! I . I I :C . . INSTALLATION WHERE SIDE YARD IS TOO LOW FOR LATERAL(S) I . . . . Drawn by. . I , . I I . 0 � 0) . I . - . I � . I . . . I . I . JH I - - . - 11) � . -, STEVEN L.W N RCE 42350 EXP. 3-31-2006 1 0 I . I . 60-.00M E . - I . . I . I I . . . . . . 5 1 . . I . I I � . Job No. I . I .." .I . . . "I I . SEWER . I . I . . . . � a . . 01.059A I n . � . . NO SCALE wint7s ' - - -1 0 / WATM UTER& INSTAUATIONS . .11, .z I . Record Dra lr%l/1,4e--�,.,,.t%,.t, I-004 1 , -,77-Of' VI . . . I I . .� I � -4 - (2) � � - I - - I TEREWCE K. ORTON, PE 21807 EXP. 9-30-2005 . . . I I . . �" 0 1 . � . I . 0 . . . I I . . 0 California Coordinates . . . C%1 . � . . . .4 .1 -:: . . . . . . SIGNATURE DATE REVISIONS THIS SHEET N 726 E 121 0 12 OF 12 (n _____ I .11 . _ . ___ - � -_ - -_ - ------- - --- -_ . . I . I . . I . . . � I . 1 711, . . I . I I . , I . I . . I . I . I . :, 5 I . I ,..m , i � - , , - , I , I, - - , I - - " , ., - , , , - .� " * * I , "i, , - I., , ; I, * , - , I I I I I I � .� I 11&!-f I t1j � �;", , C I. " ! If +V.� , ,,r.i ItPi'- 0+ �'i I � I�11 2.� : � ; iA . 16 W�-.'1. Llu�ii 4;h b P �) - J'_11�IV 2'" 4 .� ��j �,-,l 1 I it 4P 1,I,,,, It'- " tr, " I, Mi I* -t. I A 11 ; ,i � ,�. I )f� �:i �1101--, I I I I. . - - . , �, ,I j zal", 41 I ;, ,, I - 1`,`-,,,� - I tl( 7 I 1� / \ , 17 " f U1 . - - - ,N �,I I , lqlll I ! N11 j 11 f,'Iq I �m 11 V,R I- i ,I I I-, , 11 - 9 ,, f; I . �u I I I I ,Z I �, I I , I I ., I * I " -`I� -I., I -1 -_41 1 1 1 I" .1", I � -11 , " , - ...", "" , `"i , � 11 ,` _-, *11 , i ..,"I,�", - - .I , , I . , 'I " , 11 . 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