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HomeMy WebLinkAbout2005 - Marchant Avenue RECEIVED– DEC 0 2 2005 COMMUNITY DEVELOPMENT MARCHANT AV CONDOMINIUMS AA-1r7*-LU C 0 C rn > 3 N11 IN, WAD— N-1 -T--d ?A'I NJ- 0 4 —A 0 4vet7ue F;-j 12* rn 101 TYP > UNIT 12 ITE 6'- 5' MIN. U�IT 9 UNIT 10 12' N, ......Z' rY`P .......... UNIT 11 oles 0 Anc mi I SED SEWER EA ME UJI N1. Is. H.- % �10 IN, 0 3W t'l D014E C4I n MATCH PHASE I Oi, "M IMPROVEMENTS 'URBARIL 0 ............ .............................. > A T A S C A D E R 0 ............ R .. ...... MQW0 MAP > N.T.S. > y 2* MIT I M UNIT 20 4- UNIT 14 2-- UNIT 15 UNIT 16 UNIT 17 5' MIN. UNIT 18 "N" N, 0 W 0 E)(. to Ep's i3sst)rvoVED p,10,14D ------ —111 - 13 ------- - a PROPOSED 48" WROUGHT IRON FENCE EX. S.D. EASEMENT .00, TO REMAIN SHEET IN12EX "m iiiiiiiiiiiii,iiiiiiiillillilillillllllllll111110,0000000005 mom 40M low now SHEET C1.0 - TITLE SHEET EX. 6' PUE - NOTES TO REMAIN SHEET C2.0 y7- SHEET C3.0 - GRADING AND DRAINAGE PLAN SHEET C4.0 - EROSION CONTROL PLAN SHEET C5.0 - U11LITY PLAN SHEET C6.0 - TREE PROTEC71ON 'PLAN -owBUILDING SERVIceS PIP ALCANTARA AVENUE ALL PUBLIC IMPROVEMENTS A ' Cl'�OFATASCADE D (ROADS, DRAINAGE, U-nLITIES) 44* O�4MUNITY 0 F--L()PMPNT SHALL BE COMPLETED PRIOR TO OCCUPANCY LDIN'�,,—,�-f W�j _S DATE I RLDG� PERMIT�jto: SPD: 10102 —0 APN: 030-213' 08 E S S /0 These plans and specifications, and the R E V I S 1 0 N S MARCHANT AVE CONDOMINIUMS A ideas and designs incorporated herein, are K. 0'4 <' instruments of sevice prepared for the NO. BY DATE DESCRIPTION construction of work shown hereon and shall not be used in whole or in part for TITLE SHEET, any other project without written authority M of Davis Engineering. PE. NO. 6.7477 m DAVIS ENGINEERING CC Copyright 0 2005 Mark K. Davis, CITY OF ATASCADER0. CA. ix EXP. 9/30/06 Davis Engineering. All rights reserved. ACCEPTED BY: SHEET: S I TE bdA C I V I CIVIL EN GINEERIN G 1 20v OF 'UAL\V 5815 TRAFFIC WAY CITY ENGINEER STEVE KAHN DATE ATASCADER0, CA. 93422 DRAWN BY: DESIGNED BY: SCALE: D.E. JOB DWG DATE: SHEET NO: so MARK K. DAVIS R.C.E. 63477 EXP. 9-30-06 DATE (805) 462-2066 VP op # MD MD 1 2 04-007 11-29-05 1 OF 6 TRACT 20050066 11 OF ATAS ADER rUN I T 12 ...........��n ---------- --------------- wft 5JAUDARD NOTE5 GENERAL SITE C®NDITI4NS: GENERAL EIPELINE QONDIIIQN5- 3 EMERQENQY ACCESS: LEGEND. 1. PLANT ONE FIVE-GALLON NATIVE TREE FOR EACH A. INFORMATION SHOWN ON ALL EXISTING IMPROVEMENTS ON A. ALL STATIONING IS BASED ON CENTERLINE OF PIPE A. IN THE EVENT THAT PROJECT CONSTRUCTION CONTINUES TRACT BOUNDARY '"^" RESIDENTIAL UNIT PRIOR TO CALLING FOR FINAL INSPECTION. THESE DRAWINGS IS TAKEN FROM FIELD SURVEY AND CITY UNLESS OTHERWISE SHOWN ON PLANS. DURING WET WINTER MONTHS, THE CONTRACTOR SHALL MAKE PROPERTY LINE --'- -- [AMC] OF ATASCADERO RECORDS. THE CONTRACTOR SHALL B. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES EVERY EFFORT TO MAINTAIN OR WINTERIZE THE ROADS FOR RIGHT-OF-WAY - - --- VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO TO MARK LOCATIONS AND SHALL POTHOLE ALL UTILITY EMERGENCY VEHICLES. CURB 2. SEWAGE DISPOSAL SYSTEM MUST BE INSPECTED AND BACK OF CURB CERTIFIED BY THE DESIGN ENGINEER PRIOR TO APPROVAL BEGINNING OF WORK. CROSSINGS, PRIOR TO STAKING AND PRIOR TO ANY B. FIRE PROTECTION IS TO BE PROVIDED PRIOR TO GUTTER BY THE BUILDING OFFICIAL. [UBC 1701; BSP] B. ALL CONSTRUCTION WORK AND INSTALLATION SHALL PIPELINE EXCAVATIONS TO ALLOW GRADE REVISIONS IF CONSTRUCTION OF ANY BUILDINGS PER THE 1988 EDITION SIDEWALK CONFORM TO THE CITY OF ATASCADERO STANDARDS AND NECESSITATED BY ACTUAL LOCATIONS. OF THE UNIFORM FIRE CODE. DIVISION III, SECTION EASEMENT 3. PRIOR TO CALLING FOR FOUNDATION INSPECTION, THE CALTRANS SPECIFICATIONS, AND ALL WORK SHALL BE SUBJECT C. CITY ENGINEER OR REPRESENTATIVE SHALL REVIEW ALL 10.301 C, WHICH REQUIRES THAT WATER MAINS AND EXISTING ENGINEER OF RECORD MUST CERTIFY IN WRITING TO THE TO THE APPROVAL OF THE CITY AND STATE. CUT SHEETS TO CHECK GRADES PRIOR TO TRENCHING. HYDRANTS SHALL BE OPERABLE AND TESTED. AN ACCESS RETAINING WALL BUILDING OFFICIAL THAT THE ROUGH GRADING AND LOCATION D. THE CONTRACTOR SHALL CONTACT THE FOLLOWING UTILITY ROAD WITH 6" OF AGGREGATE BASE ROCK WITH A MINIMUM OF THE STRUCTURE CONFORMS TO THE APPROVED PLANS. C. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPANIES AT LEAST 48 HOURS BEFORE BEGINNING WIDTH OF 24' FOR FIRE TRUCKS MUST BE KEPT OPEN AT 2:1 SLOPE [UBC 108; BSP] COMPLETE RESPONSIBILITY FOR THE JOB SITE DURING EXCAVATION AND SHALL VERIFY WHETHER OR NOT A ALL TIMES. A POR11ON OR SECTION OF WATER LINES MAY 7T � 4. BEFORE CALLING FOR A FINAL INSPECTION. THE ENGINEER OF THE COURSE OF THE PROJECT, INCLUDING SAFETY OF ALL REPRESENTATIVE OF EACH COMPANY WILL BE PRESENT BE PUT INTO OPERATION FOR FIRE PROTECTION. EXISTING CONTOURS RECORD MUST CERTIFY IN WRITING TO THE BUILDING OFFICIAL PERSONS AND PROPERTY: THIS REQUIREMENT SHALL DURING EXCAVATION. FINISHED GRADE CONTOURS THAT THE FINAL GRADING, DRIVEWAY SLOPE, DRIVEWAY APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL C. FIRE LANES SHALL BE DELINEATED TO RESTRICT PARKING AS SURFACE AND DRAINAGE CONFORMS TO THE APPROVED WORKING HOURS; THE CONTRACTOR SHALL DEFEND, UNDERGROUND SERVICE ALERT (USA) 800-642-2444 REQUIRED BY THE FIRE AUTHORITY. WATER MAIN -----8" W PLANS. [UBC 1701; BSP] INDEMNIFY, AND HOW THE ENGINEER, CITY, STATE AND PACIFIC TELEPHONE CO. - MEMBER USA OR 805-543-7868 SOUTHERN CALIF. GAS CO. - MEMBER USA OR 805-964-7821 D. APPROVED ADDRESS SIGNAGE IS TO BE PROVIDED. SANITARY SEWER 8"--�---S_ OWNER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR REQUIRED BY THE FIRE AUTHORITY. STORM DRAIN 8 D--- 5. SOIL PREPARATION, SITE GRADING, AND/OR FOOTING ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF PACIFIC GAS & ELEC. CO. -- MEMBER USA OR 805-434-4429 GAS ---•-•_ MAIN _G G- EXCAVATIONS ARE TO BE OBSERVED BY THE GEOTECHNICAL WORK ON THIS PROJECT, EXCEPTING FROM LIABILITY CHARTER COMMUNICATIONS 805-238-1397 E.ERQS ON L NOTES: FIE WATER FW FW ENGINEER OR ENGINEERING GEOLOGIST OF RECORD DURING CITY OF ATASCADERO 805-461-5035 GRADING OPERATIONS. THE ENGINEER SHALL CERTIFY THE ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR EXIST. WATER UNE 8" W ATASCADER MUTUAL WATER CO. 805-466-2428 1. DURING CONSTRUCTION THE CONTRACTOR MUST POND ALL RUNOFF TO NON- WORK AS BEING DONE IN ACCORDANCE WITH THE APPROVED ENGINEER. � EXIST. SAN. SEWER 6" S RECOMMENDATIONS OR PROVIDE REVISED RECOMMENDATIONS, D. A REGISTERED CIVIL ENGINEER SHALL CERTIFY THAT THE E. PIPELINES SHALL BE INSTALLED AFTER THE ROADWAYS AND ERODIBLE LOCATIONS THROUGH THE USE OF DIKES TO PREVENT EROSION. EXIST. STORM DRAIN - -�i 8' -SD-- IF NECESSARY, PRIOR TO INSTALLATION OF THE BUILDING IMPROVEMENTS, WHEN COMPLETED, ARE IN ACCORDANCE THE SITE HAVE BEEN BROUGHT TO SUBGRADE. 2. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL 11MES EXIST. GAS -G- -G FOUNDATION. [UBC 1701; BSP] WITH THE PLANS PRIOR TO THE REQUEST FOR FINAL SEWER ONDITIONS: DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE EX. S.S. MANHOLE 0 AND STOCK PILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CON- INSPECTION. AS--BUILT PLANS ARE TO BE PREPARED - S.S. MANHOLE 6. SEDIMENTATION AND EROSION CONTROL MEASURES, AS AFTER CONSTRUCTION IS COMPLETED. THE ENGINEER A. ALL SEWER MANHOLE RIMS SHALL BE ADJUSTED TO FINISH STRUC11ON OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. S.S. LATERAL \--�--• S APPROVED BY THE BUILDING OFFICIAL, SHALL BE IN PLACE GRADE IN PAVED AREAS AND TO 6" ABOVE FINISH GRADE 3. THE CONTRACTOR SHALL CONSTRUCT TEMPORARY EROSION CONTROL MEASURES WATER SERVICE W BETWEEN THE DATES OF OCTOBER 15TH THROUGH APRIL 15TH CERTIFYING THE IMPROVEMENTS AND PREPARING THE AS- WHERE GRADING MAY AFFECT OFF-SITE PROPERTY. SHOULD BUILT PLANS SHAH BE PRESENT AT THE FINAL IN UNTRAVELED LANDSCAPED AREAS. AS DIRECTED BY THE ENGINEER TO CONTROL DRAINAGE WHICH HAS BEEN WATER VALVE -�-fid---- L THESE MEASURES NOT BE IN PLACE NO INSPECTIONS WILL BE INSPECTION. B. SANITARY SEWER PIPE SHALL BE PVC PVC SHALL AFFECTED BY GRADING AND/OR TRENCHING OPERATIONS. FIRE HYDRANT --= GIVEN UNTIL MEASURES ARE IMPLEMENTED. [UBC 3316] E. THE CITY AND/OR STATE MAY REQUIRE REVISION IN THE PUNS BE SDR 35 WITH INTEGRAL SOCKET END FOR GASKETED 4. ALL PROTECTIVE DEVICES DIRECTED TO BE INSTALLED SHALL BE IN PLACE AT THE EX. FIRE HYDRANT - -- --- TO SOLVE UNFORESEEN PROBLEMS THAT MAY ARISE DURING JOINT ASSEMBLY. PIPE, FITTINGS, AND JOINTS SHALL END OF EACH WORK DAY WHEN THE FIVE DAY RAIN PROBABILITY EXCEEDS 40%. STREET LIGHT •-� 7. THIS SET OF PLANS TO BE ON JOB SITE AT ALL TIMES DURING CONSTRUCTION, ALL WORK SHALL BE DONE IN THE COURSE OF CONSTRUCTION. ALL REVISION SHALL BE BE IN CONFORMANCE WITH THE APPLICABLE REQUIREMENTS 5. AFTER A RAIN STORM ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK GAS LATERAL G ACCORDANCE WITH THE APPROVED PLANS. NO CHANGES OR SUBJECT TO THE APPROVAL OF THE DEVELOPER'S ASTM 3034. BERMS AND DESILTING BASINS AND THE BASINS PUMPED DRY. UTILITY TRENCH ---- --P,Ph,CTV--- REVISIONS TO THE APPROVED PLANS OR SPECIFICATIONS ENGINEER. C. THE CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION 6. THE DIRECTOR OF PUBLIC WORKS, OR HIS AUTHORIZED REPRESENTATIVE MAY UTILITY SERVICE SV SHALL BE PERMITTED UNLESS SUBMITTED TO AND APPROVED F. THE CONTRACTOR SHALL HAVE COPIES OF THE PLANS AND AS TO EXACT LOCATION BY CENTERLINE STATION AND REQUIRE THE DEVELOPER AT ANY 11ME TO INSTALL AND/OR CONSTRUCT PG&E BOX L� BY THE BUILDING OFFICIAL. THE ISSUANCE OF A PERMIT SPECIFICATIONS FOR THIS PROJECT ON THE SITE AT ALL DEPTH OF ALL SEWER LATERALS AT THE POINT WHERE THEY ADDITIONAL DRAINAGE STRUCTURES AS NECESSARY TO PREVENT OR CONTROL EXISTING PG&E BOX 17-7 SHALL NOT PREVENT THE BUILDING OFFICIAL FROM REQUIRING TIMES. ALL CHANGES OCCURRING DURING THE PROJECT CROSS THE EASEMENT OR STREET RIGHT-OF-WAY LINE AS EROSION. THE CORRECTION OF ERRORS OR OMISSIONS FROM THE PG&E ELECTROLIER 53 APPROVED PLANS AND SPECIFICATIONS. [UBC 108] CONSTRUCTION SHALL BE RECORDED ON THESE PLANS, AND WELL AS MANHOLE AND CLEANOUT LOCATIONS FOR THE 7. THE EROSION CONTROL DEVICES ON THIS PLAN ARE A GENERAL CONCEPT OF PAC BELL PEDESTAL N THEY SHALL BE TRANSMITTED TO THE PROJECT ENGINEER PURPOSE OF PROVIDING THE ENGINEER WITH A BASIS FOR WHAT MAY BE REQUIRED. EROSION CONTROL DEVICES MAY BE RELOCATED, SSMH 0 S. THIS PERMIT SHALL EXPIRE BY LIMITATION IF WORK TO INCORPORATE INTO THE AS-BUILT RECORD. AS-BUILT DRAWINGS. SEWER LATERALS SHALL BE MARKED DELETED OR ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING IN THE ACTUAL SDMH 0 AUTHORIZED UNDER THIS PERMIT IS NOT COMMENCED WITHIN G. ALL STATIONING SHOWN ON THESE PLANS REFER TO CLEARLY ON THE CURB FACE WITH A STAMPED "S". SOIL CONDITIONS ENCOUNTERED. EROSION CONTROL DEVICES MAY BE PLACED CLEANOUT • 180 DAYS FROM THE DATE OF ISSUANCE OR IF THE WORK IS AT THE DISCRETION OF THE ENGINEER OR THE CITY INSPECTOR. SUSPENDED FOR PERIOD EXCEEDING 180 DAYS AFTER THE CENTERLINE UNLESS OTHERWISE NOTED. D. SEWER MAINS SHALL BE TESTED AFTER ROADWAYS AND THE MONUMENT Q WORK HAS COMMENCED. [UBC 106] H. THE CONTRACTOR SHALL PRACTICE SAFETY AT ALL 71MES SITE HAVE BEEN BROUGHT TO SUBGRADE, AND AFTER 8. THE SUBDIVIDER WILL HOLD THE CONTRACTOR RESPONSIBLE FOR CLEANING INV INVERT AND SHALL FURNISH, ERECT, AND MAINTAIN SUCH COMPACTION CERTIFICATION. ANY EROSION OR DEBRIS SPILLING ONTO A PUBLIC STREET. EG EXISTING GROUND 9. HOT WATER, COLD WATER AND GAS PIPING SHALL BE BONDED FENCES, BARRICADES, DETOURS, FLAGMAN, LIGHTS AND 9. ALL PROPOSED CONTOURS SHOWN DEPICT THE PROPOSED ROUGH GRADE FG FINISHED GRADE TO MAIN ELECTRICAL PANEL IN AN APPROVED MANNER. [NEC SIGNS AS NECESSARY TO GIVE PROTECTION TOT HEAND/OR STREET FINISH GRADE. NO CUT OR FILL SLOPES SHALL BE FS FINISHED SURFACE 250-801 PUBLIC AT ALL TIMES. STEEPER THAN 2' HORIZONTAL TO 1' VERTICAL. FI„ FLOWLINE A. DROP INLETS SHALL BE CONSTRUCTED IN ACCORDANCE WITH 10. ALL SILT FENCING TO BE INSTALLED PARALLEL TO GRADING CONTOURS, TRAFFIC CONTROL IS REQUIRED PER CALTRANS TC TOP OF CURB. 10. PLANS AND CONSTRUCTION SHALL BE IN CONFORMANCE WITH TECHNICAL SPECIFICATIONS FOR THIS JOB. THE PLANS. GRATES SHALL BE ADEQUATE FOR STATE TO THE EXTENT POSSIBLE. AC ASPHALT THE 2001 CALIFORNIA BUILDING CODE, 2001 CALIFORNIA OF CALIFORNIA HS-20 TRAFFIC LOADING. MECHANICAL CODE, 2001 CALIFORNIA PLUMBING CODE, 2001 CONTRACTOR WILL BE REQUIRED TO KEEP TWO-WAY B. ALL DRAINAGE OUTLET STRUCTURES SHALL BE CLASS "A" TG TOP OF GRATE CALIFORNIA ELECTRICAL CODE, 2401 CALIFORNIA FIRE CODE, TRAFFIC OPEN AT ALL TIMES UNLESS OTHERWISEREES:WAIIEE LT, RT LEFT, RIGHT 2001 MODEL ENERGY CODE AND THE ATASCADERO MUNICIPAL APPROVED BY THE STATE. REINFORCED PORTLAND CEMENT CONCRETE. SS, PH, W, G SEWER, PHONE, WATER, GAS CODE. [AMC] THE CONTRACTOR SHALL FURNISH A TRAFFIC CONTROL C. HDPE SHALL BE RANCOR SURE-LOK F477 PIPE WITH SMOOTH INTERIOR 1. ALL WATER DISTRIBUTION FACILITIES SHALL BE CONSTRUCTED IN AND ANNULAR EXTERIOR CORRUGATIONS. PIPE, JOINTS, FITTINGS AND CONFORMANCE WITH ATASCADERO MUTUAL WATER COMPANY (AMWC) STANDARDS 11. ALL CONTRACTORS AND SUB-CONTRACTORS MUST HAVE AN PLAN PRIOR TO CONSTRUCTION AND SHALL PROVIDE THE INSTALLATION SHALL BE PER MANUFACTURER'S SPECIFICATIONS. AND POLICIES AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS FILE NTH THE BUILDING DEPARTMENT, A LIST OF ALL SUCH APPROVED SIGNS, LIGHTS, BARRICADES, AND FLAGGING. CONSTRUCTION, LATEST EDITION. CONTRACTORS AND SUB-CONTRACTORS WITH APPROPRIATE ROAD CLOSURES MAY BE AUTHORIZED ONLY FOR EXTREME CURRENT CITY BUSINESS LICENSE NUMBERS, CIRCUMSTANCES. DUEbdl]]QAIIQN...�MEA�WSES*� 2. ALL MATERIALS SH/ALL CONFORM TO ATASCADERO MUTUAL WATER COMPANY STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 12. WHERE CONDENSATE OR DEFROST LIQUIDS ARE GENERATED IN I. NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS A. REDUCE THE AMOUNT OF THE DISTURBED AREA WHERE POSSIBLE. CONSTRUCTION, ',ATEST EDITION. AN ATTIC OR FURRED SPACE AND DAMAGE MAY RESULT APPROVED BY THE CITY AND STATE ENGINEERING DEPARTMENTS. FROM OVERFLOW, A SECONDARY WATER-TIGHT PAN OF THE CITY AND STATE INSPECTOR �:4ALL BE NOTIFIED AT LEAST B. USE OF WATER TRUCKS OR SPRINKLER SYSTEMS IN SUFFICIENT 3. SEPARATION OF 11ATER MAINS AND SEWER MAINS SHALL BE IN CONFORMANCE CORROSION- RESISTANT METAL SHALL BE INSTALLED 48 HOURS PRIOR TO THE START¢�G OF CONSTRUCTION. ANY QUANTITIES TO PREVENT AIRBORNE DUST FROM LEAVING THE SITE. WITH THE PROXA IONS IN TITLE 22 OF THE HEALTH AND SAFETY CODE. BENEATH THE COOLING COIL OR UNIT TOP TO CATCH THE WORK DONE WITHOUT APPROVALPRIOR TO NOTIFYING THE CITY INCREASED WATERING FREQUENCY WOULD BE REQUIRED WHENEVER OVERFLOW CONDENSATE. THE PAN SHALL BE PROVIDED WITH INSPECTOR MAY BE REJECTED AT E CONTRACTOR'S WIND SPEEDS EXCEED 15 MPH. RECLAIMED (NON-POTABLE) WATER 4• WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN CONFORMANCE A MINIMUM ?" DIAMETER DRAIN WHICH IS TRAPPED AND WI SHOULD BE USED WHENEVER POSSIBLE. TH THE PROM IONS IN SECTION 306 "UNDERGROUND CONDUIT CONSTRUCTION" VENTED PER THE UNIFORM PLUMBING CODE AND SHALL BE AND/OR OWNERS RISK.J. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, DISCHARGED AT A POINT WHICH CAN BE READILY OBSERVED. FROM CALTRANS AND SHALL NOTIFY STATE INSPECTOR C. ALL DIRT STOCKPILE AREAS SHOULD BE SPRAYED DAILY AS NEEDED. LATEST EDITION. [UBC 1203] 5. WATER MAINS AND APPURTENANCES SHALL BE TESTED IN CONFORMANCE WITH 48 HOURS PRIOR TO BEGINNING WORK. D. PERMANENT DUST CONTROL MEASURES IDENTIFIED IN THE APPROVED 13. THE ISSUANCE OR GRANTING OF A PERMIT OR APPROVAL OF PROJECT RE-VEGETATION AND LANDSCAPE PLANS SHOULD BE THE PROVISIONS IN SECTION 306-1.4 "TESTING PIPELINES" OF THE ' PLANS, SPECIFICATIONS AND COMPUTATIONS SHALL NOT BE K. THE SOILS ENGINEER SHALL PERFORM R-VALUE TESTS AT IMPLEMENTED AS SOON AS POSSIBLE FOLLOWING COMPLETION OF ANY STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST CONSTRUED TO BE A PERMIT FOR, OR AN APPROVAL OF, ANY LOCATION APPROVED BY THE CITY AFTER ROUGH GRADING SOIL DISTURBING ACTIVITIES. EDITION. ALL SERVICES, FIRE HYDRANTS, VALVES, BLOW-OFFS, AIR-VACS, VIOLATION OF ANY OF THE PROVISIONS OF THE CODES OR OF AND OTHER APPURTENANCES SHALL BE INSTALLED PRIOR TO PRESSURE ANY OTHER ORDINANCE OF THIS JURISDICTION. PERMITS OF THE SITE. THE FINAL PAVEMENT DESIGN BASED UPON E. EXPOSED GROUND AREAS THAT ARE PLANNED TO BE REWORKED AT TESTING THE WATER MAIN. PRESUMING TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE THESE TESTS SHALL BE APPROVED BY THE STATE. DATES GREATER THAN ONE MONTH AFTER INITIAL GRADING SHOULD PROVISIONS OF THIS CODE OR OTHER ORDINANCES OF THIS L. ALL WORK SHALL BE DONE IN CONFORMANCE WITH THE BE SOWN WITH A FAST-GERMINATING NATIVE GRASS SEED AND 6. TRENCHES SHALL BE RESURFACED IN CONFORMANCE WITH THE PROVISIONS IN JURISDICTION SHALL NOT BE VALID. [UBC 106.4.3] RECOMMENDATIONS OF THE SOILS REPORT DONE BY WATERED UNTIL VEGETATION IS ESTABLISHED. SECTION 306-1.5 TRENCH RESURFACING" OF THE STANDARD SPECIFICATIONS 14. TRUSS CALCULATIONS FOR APPROVED PROJECTS ARE BUENA GEOTECHNICAL SERVICES, DATED AUGUST 13, 2003 F. ALL DISTURBED SOIL AREAS NOT SUBJECT TO RE-VEGETATION FOR PUBLIC WORKS CONSTRUCTION INCLUDING TEMPORARY SURFACING. REQUIRED TO BE ON THE JOB-SITE AT THE TIME OF FRAMING SHOULD BE STABILIZED USING APPROVED CHEMICAL SOIL BINDER, 7. WATER MAINS AND APPURTENANCES SHALL BE DISINFECTED IN CONFORMANCE INSPECTION. THEY ARE TO BE WET-SIGNED BY THE TRUSS M. THE NAMES AND TELEPHONE NUMBERS OF THE PROJECT JUTE NETTING, OR OTHER METHODS APPROVED IN ADVANCE BY THE WITH AMERICAN WATER WORKS ASSOCIATION STANDARD C651 "DISINFECTING ENGINEER, AND MUST BE EITHER WET-SIGNED BY THE ENGINEER, SOILS ENGINEER, SURVEYOR AND APCD. WATER MAINS". NO CONNECTIONS TO EXISTING WATER MAINS WILL BE PROJECT'S STRUCTURAL DESIGNER OR MUST BE ACCOMPANIED CONSTRUCTION SUPERINTENDENT SHALL BE SUBMITTED AND PERMITTED UNTIL THE NEW WATER MAIN IS SUCCESSFULLY TESTED AND BY A WET-SIGNED LETTER FROM THE PROJECTS STRUCTURAL KEPT ON FILE IN THE OFFICE OF THE CITY ENGINEER. G. ALL ROADWAYS, DRIVEWAYS, SIDEWALKS, ETC, TO BE PAVED SHOULD DISINFECTED. DESIGNER STATING TRUSS CALCULATIONS AND LAYOUTS AREBE COMPLETE AS SOON AS POSSIBLE. IN ADDITION, BUILDING PADS IN SUBSTANTIAL CONFORMANCE WITH THE INTENT OF THE N. THE ALLOWED HOURS OF OPERATION ARE 7:00 AM TO 7:40 SHOULD BE LAID AS SOON AS POSSIBLE AFTER GRADING UNLESS 8. ATASCADERO MUTUAL WATER COMPANY SHALL BE N011FIED AT LEAST 48 HOURS STRUCTURE'S STRUCTURAL DESIGN. FAILURE TO PROVIDE PM, MONDAY THROUGH FRIDAY. ANY WORK REQUESTED ON SEEDING OR SOIL BINDERS ARE USED. IN ADVANCE OF ALL WORK THAT WILL REQUIRE A DISRUPTION OF WATER THEM AS STATED WILL RESULT IN A CORRECTION AND A WEEKENDS AND HOLIDAYS MUST BE SUBMITTED IN WRITING SERVICE. NO DISRUPTION OF WATER SERVICE WILL BE PERMITTED ON MONDAYS OR FAILURE TO PASS FRAMING INSPECTION. LACK OF PROPER AT LEAST 24 HOURS IN ADVANCE. H. VEHICLE SPEED FOR ALL CONSTRUCTION VEHICLES SHALL NOT FRIDAYS. DOCUMENTATION IS GROUNDS FOR THE FIELD INSPECTOR TO 0. NO FIELD CHANGE SHALL BE ALLOWED WITHOUT WRITTEN EXCEED 15 MPH ON ANY UNPAVED SURFACE AT THE CONSTRUCTION DENY THE INSPECTION UNTIL IT BECOMES AVAILABLE ON THE APPROVAL BY THE DESIGN ENGINEER AND THE CITY/STATE SITE. 9. CONCRETE THRUST OR ANCHOR BLOCKS SHALL BE PROVIDED AT ALL VERTICAL BENDS, JOB SITE FOR HIS REVIEW. [BSP] HORIZONTAL BENDS, AT THE END OF PLUGGED MAINS, BEHIND TEES ENGINEER. I. ALL TRUCKS HAULING DIRT, SAND, SOIL, OR OTHER LOOSE MATERIALS AND BEHIND FIRE HYDRANTS. P. ALL UNSUITABLE MATERIALS SHALL BE REMOVED FROM THE ARE TO BE COVERED OR SHOULD MAINTAIN AT LEAST TWO FEET OF 15. PERMITS INVOLVING THE INSTALLATION OF RESIDENTIAL { DRIVEWAYS WHICH EXCEED 15% IN SLOPE ARE REQUIRED TO PROJECT AND BE PLACED AT A SUITABLE DISPOSAL SITE. FREEBOARD MINIMUM VERTICAL DISTANCE BETWEEN TOP OF LOAD 10. ALL METERS ON EXISTING MAIN ON COROMAR ROAD TO BE INSTALLED BY AMWC. CALL FOR A ROUGH GRADE AND DRIVEWAY INSPECTION UPON Q. IT SHALL BE THE RESPONSIBILITY OF THE AND TOP OF TRAILER) IN ACCORDANCE WITH CVC SECTION 23114. THE COMPLETION OF ROUGH GRADING FOR THE PROJECT. A CONTRACTOR(S) TO BE FULLY INFORMED OF AND TO 11. NO CONSTRUCTION SHALL BE STARTED ON THE WATER DISTRIBUTION WH BY A CIVIL ENGINEER OR REGISTERED J. INSTALL WHEEL WASHERS ERE VEHICLES ENTER AND EXIT UNPAVED FACILITIES WITHOUT PLANS APPROVED BY ATASCADERO MUTUAL WATER CERTIFICATION SURVEYOR REQUIRED TO BE ON THE JOB SITE D THE COMPLY WITH ALL LAWS, ORDINANCES, CODES, ROADS ONTO STREETS, OR WAS OFF TRUCKS AND EQUIPMENT COMPANY. ANY CONSTRUCTION PERFORMED WITHOUT APPROVED PLANS IS TIME OF THE INSPECTION STATING THE DRIVEWAY SLOPE IS REQUIREMENTS, AND STANDARDS WHICH IN ANY MANNER LEAVING THE SITE. SUBJECT TO REJECTION. NOT GREATER THAN 207*. A DRIVEWAY OR ACCESS ROADWAY AFFECT THE COURSE OF CONSTRUCTION OF THIS PROJECT, K. SWEEP STREETS AT THE END OF EACH DAY IF VISIBLE SOIL MATERIAL 12. ATASCADERO MUTUAL WATER COMPANY SHALL BE NOTIFIED AT LEAST 24 HOURSNOT COMPLYING WILL REQUIRE RE-GRADING AND NEED TO BE THOSE ENGAGED OR EMPLOYED IN THE CONSTRUCTION, OR CERTIFIED LESS THAN 209 PRIOR TO FURTHER INSPECTIONS. THE MATERIALS USED IN THE CONSTRUCTION. IS CARRIED ONTO ADJACENT PAVED ROADS. WATER SWEEPERS NTH PRIOR TO STARTING ANY WORK CNV THE WATER DISTRIBUTION FACILITIES. 16. ALL PROJECTS EQUIPPED OR PROVIDED WITH WATER R. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RECLAIMED WATER SHOULD BE USED WHERE FEASIBLE. 13. NO CHANGES SHALL BE MADE TO THE WATER DISTRIBUTION FACIU11ES SHOWN SOFTENERS CAPABLE OF PRODUCING BACKWASH PRODUCTS PROTECTION OF THE PUBLIC AND PRIVATE PROPERTY L. THE CONTRACTOR OR BUILDER SHALL DESIGNATE A PERSON OR ON THESE PLANS WITHOUT PRIOR APPROVAL OF ATASCADERO MUTUAL WATER COMPANY. ARE REQUIRED TO HAVE AN APPROVED METHOD OF ADJACENT TO THE WORK AREA AND SHALL EXERCISE DUE PERSONS TO MONITOR THE DUST CONTROL PROGRAM AND TO ORDER BACKFLOW PREVENTION. DIRECT CONNECTION TO ANY CAU11ON TO AVOID DAMAGE TO SUCH PROPERTY. THE INCREASED WATERING, AS NECESSARY, TO PREVENT TRANSPORT OF 14. IN THE EVENT OF A DISCREPANCY BETWEEN TIME AMWC STANDARD SPECIFICATIONS, PORTION OF THE SANITARY SEWER SYSTEM IS NOT ALLOWED. CONTRACTOR SHALL REPLACE AND REPAIR TO THEIR DUST OFF SITE. DETAILS AND NOTES AND THE NOTES AND DETAILS SHOWN ON THESE PLANS, THE AMWC STANDARD SPECIFICATIONS, DETAILS AND NOTES SHALL PREVAIL. 17. APPROVED ADDRESS NUMBERING SHALL BE PLACED ON THE ORIGINAL CONDITION ALL EXISTING IMPROVEMENTS M. THE NAME AND TELEPHONE NUMBER OF SUCH PERSONS SHALL BE �" -~------ STRUCTURE AS PER THE ATASCADERO MUNICIPAL CODE. THE WITHIN OR ADJACENT TO THE WORK AREA WHICH ARE NOT PROVIDED TO THE APCD PRIOR TO LAND USE CLEARANCE FOR MAP 15. ASBESTOS CEMENT (AC) PIPE IS PRESENT IN THE AMWC SYSTEM AND MAY BE Appfj HIGH AND 1 IN STROKE DESIGNED FOR REMOVAL, AND ARE DAMAGED OR REMOVED RECORDATION AND LAND USE CLEARANCE FOR FINISH GRADING OF ENCOUNTERED BY THE CONTRACTOR. IT SHALL BE THE CONTRACTOR'S SOLE 0 ED INDIVIDUAL NUMBERS ARE TO BE 4 G � ANY STRUCTURE. AND SHALL BE PLACED ON A CONTRASTING BACKGROUND IN AS A RESULT OF HIS OPERATIONS, AND BE REQUIRED TO RESPONSIBILITY TO HANDLE, MODIFY, DEMOLISH, REMOVE, HAUL AND DISPOSE OF AC ALL AREAS IN RESIDENTIAL ZONES. REPAIR OR REPLACE SAME TO THE SATISFACTION OF AND AS PIPE IN CONFORMANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS 1 2 INCLUDING ALL REPORTING AND RECORD KEEPING REQUIREMENTS FOR ASBESTOS- 005 DIRECTED BY THE CITY INSPECTOROR UTILITY COMPANY. CONTAINING MATERIALS. C� C�"A�%��CADERC, 18. EARTHWORK QUANTITIES: S. ALL CONTRACTORS AND SUBCONTRACTORS WORKING WITHIN CUT: 1202 CY i3LLtiNG SVCS. FILL- 15 CY THE RIGHT-OF-WAY SHALL HAVE AN APPROPRIATE spa: �oto2 NOTE: EXACT SHRINKAGE, CONSOLIDATION AND SUBSIDENCE CONTRACTORS LICENSE, A LOCAL BUSINESS LICENSE, FACTORS AND LOSSES DUE TO CLEARING OPERATIONS ARE AND SHALL OBTAIN AN ENCROACHMENT PERMIT AS NOT INCLUDED. ESTIMATED EARTHWORK QUANTITIES ARE REQUIRED BY ANY AGENCY. BASED ON THE DIFFERENCE AS SHOWN ON THE PLAN, OR SUBGRADES, AND SHOULD VARY ACCORDING TO THESE APN: 030-213-008 FACTORS. 0�ESS These plans and specifications, and the pp RR�� MARCHANT AVE CONDOMINIUMS ��M P P R E � � cJ � � Iv �Q K q� ideas and designs incorporated herein, are �,4 instruments of sevice prepared for the �. F P P N0. BY DATE DESCRIPTION construction of work shown hereon and -�* shall not be used in whole or in part for NOTES SHEET Z any other project without written authority <w PE. NO. 63477 of Davis Engineering. DAMS ENGINEERING EXP. 9/30/06 Copyright C? 2005 Mark K. Davis, CITY OF ATASCADERO, CA. Davis Engineering. All rights reserved. CIVIL \P ACCEPTED BY:Tfi SHEET: GINEERING OF CAL.W3 CIVIL EN5815 TRAFFIC WAY CITY ENGINEER - STEVE KAHN DATE ATASCADERO, CA. 93422 DRAWN BY: DESIGNED BY: SCALE: D.E. JOB # DWG DATE: SHEET N0: C2aO MARK K. DAVIS R.C.E. 63477 EXP. 9-30-06 DATE (805) 462-2066 MD MD N/A 04-007 1 --29-05 20F 6 __ a Al, It MA. ,,�' A N" 1> K- N, :4, -T z-I,- 0Z a (EXACr SEV*R F WE UNKNOYM) SS Vol C aa I SS 64 50 G 863.50 1 G t5b�5.ou tu 864.5 0% 865.00 864.DO G 863.50 FG 4b3.50 FIG N N-- UNIT 12 864.00 FIF 864.00 FF ------------ 863.50 FG 863.50 FG U I UNIT 10 8 4.-W 863.50 FG N, 8 5.50 FF 865.00 FF 1 863.50 FG 12.0%- ig 64.00 FIG N, 864.00 FIG 865 0 FIG CATCH BASIN T (>1 VN I T 11 864.50 FIG U -r..JO FG 864.00 FIG BE RELOCATED 10 864.50 FF 8 0 FIG 864.7T "Z6 7 64. 4.15 TC ............... N11 . . ..... ........ 9�1 '8V3.1 0 TC) 'iZt 0 .......... k F "S 0 TRACT 26641 K. 10 -J 5" V Pao" 0 7 'q� ODOM' > i'-' 0\ 1363.15 T R 53.43 TC) 0.23 3 IN ->7 T- F G V 50 FG 864.25 FG 863. UNIT j:77 OEM N, 864. 864.0,0 FG *�e 1 0 -50�Fq 86 .25 FIG 863.7 864 7 R 863.50 FG 864.0( 864.00 FIG r UNIT 2 864-50 a U U T lfrZa MT 16 -M tT V7- cl: 863 50 14 r .75 FIF 10� IV6 864.50 FF 664.26 FF 863.75 G 0 UNIT 64.00 FG 864.25 Cq N111 rT1 -4-- 864.00 FG 863.75 3,75 FIG 864.00 FG 8 F-YT5 FIG 0 N C4 864-25 FG 863.75 FIG 863.75 FG 48" CON?RETE I I Iq 41 W 'I C3 PATH 0 1010 C14 SP -C� 04 04 61 1 q 1 6. \ -/ � it 11 cl LA- t48- CONCRETE C14 PATH 1b /'K -7 A t 10 77� ...... EXW I� ====-Cl . --- I/ 8" UGHT IRON FENC N R ID Q am ON ON ON ALIGN EXISTING S.D 76 FG 857. ell 014 . .... ON cmf APPf3OVED 0 DEC, 14 2005 CI'Fy OF ATASCADER0 BUILDINGSVCS, ALCANTARA AVENUE # + :I PON" 0 2W 0 1 INCH =20 APN: 030-213-008 F ESS /O These plans and specifications, and the R E V I S 1 0 N S MARCHANT AVE CONDOMINIUMS ideas and designs incorporated herein, are ............ Ili <) K. instruments of sevice prepared for the NO. BY DATE DESCRIPTION construction of work shown hereon and shall not be used in whole or in part for GRADING AND DRAINAGE PLAN any other project without written authority of Davis Engineering, PE. NO. 63477 Irm1r, DAVIS ENGINEERING Copyright 0 2005 Mark K. Davis, CITY OF ATASCADERO, CA. EXP. 9/30/06 Davis Engineering. All rights reserved. ACCEPT.ED BY: SHEET: CI VI L ENGINEERING OP AL�V 5815 TRAFFIC WAY CITY ENGINEER - STEVE KAHN DATE ATASCADERO, CA. 93422 DRAWN BY: DESIGNED BY- SCALE: D.E. JOB DWG DATE: SHEET NO: Ono MARK K. DAVIS R.C.E. 63477 EXP. 9-30-06 DATE (805) 462-2066 tv # MD MD 1 20' 04-007 11-29-05 30F 6 --7v ho 7=74 ------------------------------ ...... 1i -SE-5 FiberRolls Stabilized Construction E tran E� � �.4 Crushedaggregate graat - than 3*' �' sae b".'"°'°".,* sw..> .««... .,...".,"'"'" ,,,.„ .*t§' t•- .dt' y,yd , �4 _ hni .„ ,�.�� 'to tbo.... 6 , .�, Note El: _M �M f }} : FliteXM f14�k,P3 'iW along a level centaur. tE 0: , s . se � ....,,-..........� ac..-.._......._._,: .�.,. « � ..............„_.,.�..�. _.M....,_, ..,.._..,..,. _ ,..„,,,. •,.�,-.__,.. .....,___, ,. ;'µ°,���,#;�w��,,��'�,"' ` �&! , � � ",fin � �ttl`� � i _ . eaa ......... __ _ .-- - .-- -� �w r »� w. - ► .01 or 17, Fiber r I ,E I k .. *:,:. i�.r�� hed cTr'egate reo`ter thin ....._.. ...... =-�,;� -- \ .... . tit smaller than 6. . .. �� Corrugated steel partes (£KACP SEWER WTe umw r d+ f q � r �.. Y C \ serf l sol i na ! 1 ``* \ \ ` ` r° rn ura d Wong the + �---' � ` \ �` ` 863,501 G � l _1 , faceof the a��p � r �« 884,50 G 864,50 G \ \ \ \ 863.50 FG .0% vares between � �. \ S \ \ ``�- 3.50 FG , � � �: _ �r��tr�ii a tihe� roil near �'� �� , 'Ies atl�er �ie : F' 1 D� and 2.0 a I?lite' fabric 865.04 G 864,00 G \ ® \\ Oi�� \ \\ 863.50 FG i �. Ile Dere i trarsitf�rsled b � a soiil engineer cl� 1 into . ate er slope P . ,,.Y, , "�.�,� `` \ /UNIT 12 .q.. � ,i � /,®` 864.00 FF .. 864.00 FF �. 1NOT TO ALF 9 \ 863.50 FG 863.50 FG � UNIT 1 Q 0 FF 865.00 FF e\ ���\ S�" 3 ` \ 863.50 FG 863,50 FG ,2 0ng a 5.5 \ � ' \ � ,:�,: .. ��� . ,::� :,. ..:;,. � C�,�r�strut sediment bar°�::i �,a.-,�m:r. " �. `\ 64,00 Ft; e,\ 1I �_ : .., �� . I' . :,A .I and h : '. ryerft to Sediment tape, 864.00 FG "° i (VEH FUELING EP Al ��` �°\ \ FI R ROLL RA BAGS 1 de lce 1 i AND MAI NCE \ ll,T. :: semet trplin device 865 0 FG 864.50 F G �N I T 1 o AGE AR A. D N CA !N \` ' ONG E IF QUIRED 5 1 8 4 50 FG i BE R C ED \ ' 24'x 0' ST ILIZED 0 UCTION 864.501 FF LOCA1 N) i �, \ \ ENTRANCEAND EX I E CASQA 864.00 1=G 864.70`1 C X364,15 TC ~ SECTION C--1 A PER DETAIL \� \ THI SHEET , Q . •:. o t � �° \ 9 �' 8� min � � �� 8 3.10 TC �, ' �•r ����` �-�� � � ���C �/-Corrugated to pan I s ACT 266 \ �. \ � �`\\ '\ \ SD .. _ mtri or RYf as squired to (PHASE 1) MS _ R STRdO �, f 883. TG CONS CT TYPI D VEA -�-_'�:-.-.. "'°- /I EMOVE EXi TIN ST RM DRAIN \ M`t-~- - '� 4 \ X360.50 V �, P CI`�ST. '° nt c3pated .may ry - -ate.- a .. f { ` to V.t 1:^ 1:1 \ 0. � r 1, `�ti:yam•,w.ter: .sem« ' 1 C i} 111111: €: traffic., `4414a'k`'4 ._.._. ... - , -6 , ,. sem, l . .. is greater. DAM WA' 1\ CAT v tl S` �1 �M .y; ""+•• - \ . ,�„�••f:'•�e*'t `'7• ! = y * led .. j x 864.25 FL "� 18" \ ".�.,'= - ._ :.�' -.. wo d stokes � A " t RELOC �1 `� ,�ax i a - w �j IF \ �._.:,. : sY-v.. ,.:e + ..w,�:.w*9t �""; mss" kk a f z spud' 1 R STRO _ - 3.15 TG �` \ - a . S � f \ (8 3.33 TC) ��---•_.:.�:_._._. _ � 60.23 1N or four times the a1_ f e e, \ �,� _.. :� , ..,.._,..... _.. .... � , I,l z o the €a �.. _._ ._._ -__......_. 863.50 FG \ r est construction chicle tire, \\, \ lel i Ichovar is renter. irtatc� 864.25 FG 863.7 FG cn ` isting k . E t#s 863.75 FG \ _ IIT _ �' \ � � - - - _- -- -. X11 .. "" 864.03 FG \ - 864.0 F m g6 ,25 FG 863.75 FG 863.50 FG 863.50 F G r'`r 864.75 FG \ 864.00 I G 4 of 4 C li le.s.t r�€ �r Sip� 1, January 2005 r. Cal io iia St "mwat ' M Handbook. bo uary 2�0 3 \ 6 0��� "a E t k is t 864.030 F'G 863.7 FG \ \ UNIT \ ��. � 864.550©F07 � ,r � Is., �W.,c .. os::�r UNI 14� UNIT NST �- 863. SS 865 FF $ .75 FF 864.501 FF 864.2 F7_ 863.75 G I -- 64.00 FbdIT1QA11QNAI TEN AN CE;, 8 4, G \ ... UNIT � \ 864.25 F / .. . THE WATER POLLUTION \ Ir 1 1. DURING CONSTRUCTION, THE CONTRACTOR MUST POND ALL RUNOFF TO NON A. REDUCE THE AMOUNT OF THE DISTURBED AREA WHERE POSSIBLE. CONTROL MANAGER (WPCM) SHALL MONITOR ERODIBLE LOCATIONS THROUGH THE USE OF DIKES TO PREVENT EROSION. AND CERTIFY THAT THE EROSION, CONTROL MEASURES WERE IN Ef B. USE OF WATT;R TRUCKS OR SPRINKLER SYSTEMS IN SUFFICIENT CONFORMANCE WITH CASQA BMP S, AND IMPLEMENTATION 1 8 4.75 FG �`' 864.00 FG r 863,75 FG 3 15 F `"'`�' � � 2. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES ' M e 864.003 FG �k 8 .75 FG g , f QUAN1111ES TO PREVENT AIRBORNE DUST FROM LEAVING THE SITE. MAINTENANCE, INSPECTIONS AND AMENDMENTS TO THE APPROVED DURING THE RAINY SEASON. NECESSARY MATERIALS SMALL BE AVAILABLE INCREASED dATERING FREQUENCY WOULD BE REQUIRED WHENEVER SWPPP (BY OTHERS) WERE ADDRESSED. o 863,75 FG vi\ \ �\ 48" C07RETE AND STOCK PILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CON- WIND SPEEDS EXCEED 15 MPH. RECLAIMED (NON-POTABLE) WATER 864.25 FG 863.75 FG w \ PATH �� I f STRUC11ON OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. SHOULD BE USED WHENEVER POSSIBLE. P CONIBOL. , ,. / 3. THE CONTRACTOR SHALL CONSTRUCT TEMPORARY EROSION CONTROL MEASURES \ \ C. ALL DIRT STOCKPILE AREAS SHOULD BE SPRAYED DAILY AS NEEDED. POST EROSION CONTROL SHALL INCLUDE: \ V e AS DIRECTED BY THE ENGINEER OR WPCM TO CONTROL DRAINAGE WHICH HAS BEEN . - '• $� `� ` �• ' �' ' �.\ .�. AFFECTED BY GRADING AND/OR TRENCHING OPERATIONS. y c� cv cv Cv cv - s- �- D. PERMANENT DUST CONTROL MEASURES IDEN11RED IN THE APPROVED 1. THE IMPLEMENTATION OF THE LANDSCAPE PLANS. \ 4. ALL PROTECTIVE DEVICES DIRECTED TO BE INSTALLED SHALL BE IN PLACE AT THE PROJECT RE-VEGETATION AND LANDSCAPE PLANS SHOULD BE `\ �' d 48 CONCRETE END OF EACH WORK DAY WHEN THE FIVE DAY RAIN PROBABILITY EXCEEDS 4OX IMPLEMENTED AS SOON AS POSSIBLE FOLLOWING COMPLETION OF ANY 2. MAINTENANCE OF THE STORM DRAIN INLETS PER THE GRADING S LT N E SOIL DISTURBING ACTIVITIES. 5. AFTER A RAIN STORM ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK AND DRAINAGE PLANS. BERMS AND DESILTING BASINS AND THE BASINS PUMPED DRY. E. EXPOSED GROUND AREAS THAT ARE PLANNED TO BE REWORKED AT ____FE -- ._____ �° 6. THE DIRECTOR OF PUBLIC WORKS, OR HIS AUTHORIZED REPRESENTATIVE MAY DATES GREATER THAN ONE MONTH AFTER INITIAL GRADING SHOULD _ - -- - . � TO E7tT5 TIN REQUIRE THE DEVELOPER AT ANY TIME TO INSTALL AND/OR CONSTRUCT BE SOWN WITH A FAST-GERMINATING NATIVE GRASS SEED AND W UGIT IRON FEN ,..�..,~� _.�... � �. .. ..,-,. . a �.�: „�-...... � ,,.. �'E 0; ADDITIONAL DRAINAGE STRUCTURES AS NECESSARY TO iPREVENT OR CONTROL WATERED UNTIL VEGETATION IS ESTABLISHED, �. - µ� EROSION. D L( -� ------ �n 7. THE EROSION CONTROL DEVICES ON THIS PLAN ARE A GENERAL CONCEPT OF F. ALL DISTURBED SAIL AREAS NOT SUBJECT TO RE--VEGETATION . . ,� SHOULD BE STABILIZED USING APPROVED CHEMICAL SOIL BINDER, ,1 WHAT MAY BE REQUIRED. EROSION CONTROL DEVICES MAY BE RELOCATED, JUTE NETTING, OR OTHER METHODS PROVIDED BY THE WPCM. ---.._,., cry€ «. `'�°•�- ALIGN EXISTING S.D. \ f 857,76 FG \ DELETED OR ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING IN THE ACTUAL SOIL CONDITIONS ENCOUNTERED. EROSION CONTROL DEVICES MAY BE PLACED G. ALL ROADWAYS, DRIVEWAYS, SIDEWALKS, ETC, TO BE PAVED SHOULD �`�"`�-- ``` AT THE DISCRETION OF THE ENGINEER OR WPCM OR THE COUNTY. BE COMPLETE AS SOON AS POSSIBLE. IN ADDITION, BUILDING PADS -7Z7 --- SHOULD BE LAID AS SOON AS POSSIBLE AFTER GRADING UNLESS � ... ._ "' •�., � -.�-„~ ` 8. THE COUNTY WILL HOLD THE CONTRACTOR RESPONSIBLE FOR CLEANING SEEDING OR SOIL BINDERS ARE USED. �.. ANY EROSION OR DEBRIS SPILLING ONTO A PUBLIC STREET. 9. ALL PROPOSED CONTOURS SHOWN' DEPICT THE PROPOSED ROUGH GRADE H. VEHICLE SPEED FOR ALL CONSTRUCTION VEHICLES SHALL NOT AND/OR STREET FINISH GRADE. NO CUT OR FILL SLOPES SHALL BE EXCEED 15 MPH ON ANY UNPAVED SURFACE AT THE CONSTRUCTION -«--� -- �. STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. SITE- �''-.., `''' 0 10. ALL SILT FENCING TO BE INSTALLED PARALLEL TO GRADING CONTOURS, 1. ALL TRUCKS HAULING DIRT, SAND, SOIL, OR OTHER LOOSE MATERIALS -- -' -----� � � � TO THE EXTENT POSSIBLE. . ARE TO BE COVERED OR SHOULD MAINTAIN AT LEAST TWO FEET OF FREEBOARD (MINIMUM VERTICAL DISTANCE BETWEEN TOP OF LOAD LEQUID, AND TOP' OF TRAILER) IN ACCORDANCE WITH CVC SECTION 23114. V'" THE DISTURBED SLOPES AS SHOWN ON THIS PLAN SHALL BE J. INSTALL WHEEL WASHERS WHERE VEHICLES ENTER AND EXIT UNPAVED ALCANTARA AVENUE '' ��`�+•�•` HYDROSEEDED PER AN APPROVED NATIVE REVEGETATION SEED MIX ROADS ONTO STREETS OR WAS OFF TRUCKS AND EQUIPMENT PRIOR TO FINAL INSPECTION. HYDROSEEDINC, SOIL BINDERS, AND STRAW I EAVING THE SITE. ' '``-----" �'" � � � `�•-- � ---�..-.-�-- „� 0 MULCH SHALL BE IN CONFORMANCE WITH CI�SQA SECTION EC-4 T4 EC-6 K. SWEEP STREETS AT THE END OF EACH DAY IF VISIBLE SOIL MATERIAL IS CARRIED ONTO ADJACENT PAVED ROADS. WATER SWEEPERS WITH 0 -0- TYPICAL SILT FENCE. INSTALLATION AND MAINTENANCE OF SILT FENCE RECLAIMED WATER SHOULD BE USED WHERE FEASIBLE. SHALL BE IN CONFORMANCE WITH CASQA SERCTION SE-1. f L. THE CONTRACTOR OR.BUILDER SHALL DESIGNATE A PERSON OR TYPICAL FIBER ROLL AND/OR (GRAVEL BAGS). INSTALLATION AND PERSONS TO MONITOR THE DUST CONTROL PROGRAM AND TO ORDER MAINTENANCE OF THESE BMP'S SHALL BE IN i CONFORMANCE WITH CASQA INCREASED WATERING, AS NECESSARY, TO PREVENT TRANSPORT OF SECTION SE-5, AND SE-6. DUST OFF:.SITE. APpfjo----.-....,._. M. ADDITIONAL WATERING TO THOSE MENTIONED ABOVE SHALL TAKE \ � STORM DRAIN INLET PROTECTION PER TYPICAL DETAIL THIS SHEET. PLACE WHEN WINDS IN THE AREA EXCEED 15 MPH. - INSTALLATION AND MAINTENANCE OF THIS BARRIER SHALL BE IN e 4 2005 WOOD POSTS TO BE CONFORMANCE WITH CASQA SECTION SE-8, AND SE-10. Cl OF 1 1/8- X 1 1/8- X 54" NOTE BLJILDIN VCS BO CURED OAK, SPACING spo,1Cy POST ACKFILL ® 6' O.C. 3,600 cubic feet of storage per acre draining into the .:sediment basins is required. The length of the basin shall be more than.twice the width of the FENCING FABRIC basin. The length is determined by measurng the distance between 0 20' / \ REINFORCING TO BE the inlet and the outlet; and the depth must not be less than three HEAVY DUTY NYLON feet nor greater than five feet for safety reasons and for maximum 1 INCH =20' efficiency, Basin shall conform with CASQA section SE-2. APN: 030-213-008 CORD. EXISTING SOIL F ESS S These plans and specifications, and the R \� ( MARCHANT AVE CONDOMINIUMS \\ � a N ideas and designs incorporated herein, are GROUND LINE O R K• o q< instruments of sevice prepared for the �, Q,9 p P NO. BY DATE DESCRIPTION " x 6" TRENCH �4 .� �� F`y construction of work shown hereon and p �+ tf� shall not be used in whole or in part for EROSION CONTROL PIAN LTER FABRIC TO any other project without written authority LEGEND EXTEND INTO TRENCH PE. N0. 83477 of Davis Engineering, DAVIS ENGINEERING CITY OF ATASCADERQ, CA. � �' Copyright 0 2005 Mark K. Davis, SILT FENCE EXP. 9/30/06 Davis Engineering. All rights reserved. � � ACCEPTED BY: SHEET: 2LI FENCE DEAL CIVIL E N G I N E E R I N G T� OF CAL tV 5815 TRAFFIC WAY CITY ENGINEER - STEVE KAHN DATE N.T.S. ATASCADERO, CA. 93422 DRAWN BY: DESIGNED BY: SCALE: D.E. JOB DWG DATE: SHEET N0: C4sO (805) 462--2066 # MARK K. DAVIS R.C.E. 63477 EXP. 9-30--06 DATE MD MD 1" - 20' 04-007 11�-29--05 40F 6 , r r r r r r • r � r r m x r r � � CAUTION CTION w - - — r -- ---- --:.,..- ATERSERVICE PER A.M.W.C. STDS. ------------- . _- �-- w.-+^•ww-^.w....r+• "^.+Ad - r F \ '^a.' � *uwmnnNwvr •...,.-----^^' — "&^' a: •.w '.:-.,+. `tea ..+ ^^w"" ^r-""'"`.».... gy '• :'"o-!-.a"x„'^^ "' ..+^^"" c_ ^r .x: 5 ^.aA- v -- Y ' v \ .r'. +.�• :.>-, - F„„-S- -C- ®w.wr wrnMw .vs®wisr.w,.w.w r ® ,�„ N'^"' x a•$^ ''i •+'"m •c r A"• "', „,,,, - „.�, ' ....— »...._�-- .... ..... ...... ;�.r*-�c—^_ �. \ '^". .... .. ... ...ter ` Af '' : ,[ ,nverv^raMn Fr. ...N ..w.r- ..^+" C •°a- / O �.e+ +r SS $ (EXACT SD ER R fE 104KNOW) C SS tr -- M--- 6` A t 862.00 INV No 862.50 INV \ C4 f 1 .50 INV UNIT 12 \ ` ` ABANDON/REMOVE EX U N I T 1 a STALL 4 EBCO =:A �` °~ \ \ IN, \ SEWE MAIN - - SE CKFLOW DE\4QE cAUTiON—INTER CTIONS 861.50 INV (� I s1.50 INV TYPIC A LATERALS !} \ t \ \ \ t NIT 1110 \ �! <. CAUII CONTRACTOR TIS `°.- ✓' _ °` POTHOLE THIN EASEMENTS TYPIC L WA TER SER E PER A.M.W.G. STDS. ` _ . .. . . (S LL INCLUDE 13 F1 �- W W _ yyyy ��yy \ W YV W SPRINKLER DEFFt ED MA/ACT 2664 s .r c RY O � � 1 RER oM \ 0 7 /ZE 0 ,\ \ _ �- ,.- ;��' t �. R ST11 0 ROC}MS m f 1 CAUTION- F \ \ ` a I NTERSECTI CAUTION— `� 8- «: �s. t qw. ``tea UNI T j 8fi1.50 V 861.50 iNV �'�"� 0 "\ `" � •` '. �- � � A N EMO VE EXISTING \ SE R MAIN \ UNIT 2 UNI 14 U IT . NIT � - IST 'tom .. s v `°°\,. �•.. '" ,- � t 662.75�v 861.75 INV \ � r � ` \ . . . . y UNIT t8 \ REMOVE EXIS11N 8h75 INV SEWER MAIN 861.75 N t \ � Ss Ss SS 10 OH GYM off .�. . .. - ._. INSTALL 4 FE ----n ------- , - — ' .. ' � -- -w-1, - ., . o� • � ' ' .. `- - � R BACKF W DEVICE ., O ,�. _-•_____ ____ .. �. � °M .. .` ~`-..:,.,,,�, ,.. \. .., ( IC A TERALS) '� '' .,..,, ,,,,......tee„-.-, ...,...--•--_^ _-----._._„ '"..� ON man CH -.` """'..•-«. - ~~� ~ma'`'r.. '`•..,,, >� ems~ -w........ x�y,"`"' -----»• -.,_._... � ori w. "'.... .... '�"""" ,,,».,,„„,, .,._.."" '.--,-_,. ~`'`..� .,,� , PPRO ED 4/ DEC ` ALCANTARA AVENUE 0 ` Mood ~ 1 INCH =20' t J r APN. - 1 - 030 2 3 008 r MARCHANT AVE CONDOMINIUMS �p ESS /0 These plans and specifications, and the QNq ideas and designs incorporated herein, are r 4�0 04 < F instruments of sevice prepared for the NO. BY DATE DESCRIPTION .yam construction of work shown hereon and UTILITY FLAN shall not be used in whole or in part for any other project without written authority PE. NO. 63477 n of Davis Engineering. DAVISENGINEERING /�r Copyright ® 2005 Mark K. Davis, CITY F ATASCADERO, CA. EXP. 9/30/06 Davis Engineering. All rights reserved, . ACCEPTED BY: SHEET: m s� CIVIL q CIVIL EN GINEERING OP CAL.�Fp� 5815 TRAFFIC WAY CITY ENGINEER — STEVE KAHN DATE ATASCADER0, CA. 93422 DRAWN BY: DESIGNED BY: SCALE: D.E. JOB DWG DATE: SHEET NO: Ozoo T� (805) 462-2066 # MARK K. DAVIS R.C.E. 63477 EXP. 9-30--06 DATE MD MD 1 = 20' 04--007 11-29-05 500 6 ----------- ...... .....,..,..,. ,•wwm..h... .,.v. .,.,MSmfi^n,T^.w+n.-...-..,......w.-n+..+nm..rv.. � � P 1' - t S �E tl hitt{ I{pttlEltE Et is� t c, '�'• (�E�� ���Ft 9 X61'��i�ky`E F�!. i 6 NK gg va.. Now 1 ..� i t t' 4 p.e *+ aa��j�,�e• •W,�k .N��gyy��y, �+i�t±��� m gid �k � e Vin. « �•-��eg� .w.,.rr,w.,..a. •",""' °o� y� x, { I 6:`, •h^r{i,8;�rne e��.��.at.�„®Frk.6rt.k N$ .E��e�:i� nt,:"h��'w..r::,r��i�k.��d�'a�.� .iEi}-`.i"- Y $ pyI rt h 5 � ,t . - ,t: '-�` '€:: za: -'R++ `r : °''-,.''e"'a' ,"�;i,`:.: ¢rk°•4"` ',+�'"i:'.u-:;' •$`Fo- iR `-...�'�.',rib°.:rr` .3`,'_:4';+':t:-pk i ` P a FW rfthis is 1 i r d trees a five ` kY Q1, ,mmmnvtvwa» yw . Y�Rmawmm`+u'_'�v+nM�*w ma aeonnx�+e�a„�o`a e<Yvca•:wtaee nvc�emmxro � + •+cvvatttracv'a en,win,nwn4,+,.wer, e«�w«,neau wa . .wnnnnv ,u ..eeww. '.vmwwx•arxe vsuuax=:,n-t,v. •r c :.:•." 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"s 'n -i'* $t!k`• *,`t@xt?f,,.� + q'n;,, ry,. rip .5 f¢ f P wr'w +Mwi•w.+..� V •. r W •^°u.” . 1' S. ..-. .r.. 4'd . .:.....• ,,,-..-.. w � ¢'i +�';�5•�r;�:7 ��:t`,•v �p$�'' e4{•�,,�v��'}��{k p.�•�g�J p3 pg�. 'r"5; �p� }mtp per^ �.i Tj•�R c�$} ¢•�+,�p y't' yry,:�y;:,<�yFW{��'Ft 'Jp, y, °.,+:�• • ,,...ww.£m,w S. ` \ ix ` �8 w•' ....'••. ,,.�. §= F E A:. �•:F: R.M:•4F'W{vr!'Y fl: [':ST'M1't1iF. :4• hd t.t.3 El Y 'ttF.ehF 1.� Ni Y?N .1 '�: ,..t' n $ '{,•, >.. • s '^o. ax ,,'', p'g: -"'?�".} y,�. a-k�;;r..a;>i+'.r ':n-':'..=fr+a.w .�.. ...,�,,>-k:.g.:+F:,., : .�t•'-t : @ q5� • °'.^. s„. ;,:�.,.. .*�... m� ;°W to 1we F4��4§:.,,_ ou...d�,m Bek:ba°:?!:: �I wt,' .9l4����i�z .. .�:.3 i?�.�.,i e::•d .d.� I • `er K x Icy E{Afe .. .}y'.t'a7, q ::4 :$• 7i.,k. �,s,. _.:�. ..=i:.v: 1:t \ 3rd t. a m . �*�o��4S .'s ' ,1.1 u�� a� � � tI"� �p�� �r� �� �������1� �$2.1 th'. F_J ,o° �{dar �� y"��,"'� !Fr'•�,k �.�;�.u�ftm�,�M'.y�'��,.�"�p" ?L•o �' «,t a.mMB.�f'�°���' '-e .F�.6n. �{:,�rk�itJi�,:'C-��&�i �.'�:f�s3,�[. ,���,.'�•_a��k.€I�� '�e� d a" V a d \ �P) '�.. A'' 1 8 PF.�';'rW,, ,r 4-a'� w1 \ PROTECTION FENCING ( o °e fr I� a: «;�; 7; bo .r un o"f ": i��� •s i I ��r r x r n ik 1 : l ln��.; h .iLwo, usY e u I��t r any g�, .� t�" (,, 'yam, .,, ,,. ,, .,....,.,,. +++,.<.- « ....,. e k'_''a ..r`s�r.-i...' :$.!r...°!+ ii�.Id'g,.:,'u..�'ii::3.�-,. . ' _ l..i fi,. `' �� CJ's �:,�"`X�..kw:�'Ci�.Le'br malataiaLn' Com.:. _ UNIT UNIT t r y \. kv�.,�r�t.��.�ad`4s���:� ������ :�1;,.ti�,?;2p�!i�:f1 '�wt�:;k��'� "i�:#Ie,Y., � .'•�'t:�$:@_.�����tt .�"�;'P���4'i�@�'9� E�.� I'. d \ far .,,. ">� ` w aw. t "8 F t "d ik 1"I 11 ' 6. X314 . . k .. t' !_ 4 \ \ \ t:Seal A .. cwt o& Al s i r th4 ,c =;;�.,4 t14:: itk i�h!O btM1 00. is y'l O h Y } j r Y UNIT 9 U NIT 10K# . axe. G §, ���:��Il������ ����:�� . T \ �`, e r` s "!'�.ha .�. '� :�E�::�, '�Fes, ry u V 1. � UNI 11 + ��� �_ ��.. � �: � :�:. ,. + , r ��±�'t�k4;ri .'w�.�.ka�{..�:�.I�r�t�'�` ��'t�r.. 'F��.��..� '�,c'�i. ����.,'���.'`'��.6`�r.��.�.�.��4,�.� ..r<.ai4«''z��`�h�.��+��� ��i���ia'.G'•"'�ia�; �,yq 3.ChJpX. Ukb; shall 'V 4-6'lar+,. . to roWn wDisture,soil strucum and reduce the t f Soil row: � + 1 o \ W � i - . fit �. �., �4 dry a bored .. :l r r� avoided 44 r ^ � , � Cn neer m l + A11 mots I" iameat r l be le�with a �. R' I • \ � R S�OC�S \ \ _ ,� E s •"�' I W the r f ofd not �i the dr -1 . r :I > ,ng. � fr $. r .1 1� r oar'protection " w�w x« o X . _. , �.._ �t nuy and i � arm. should r �r� )t 1 ° + e� emotionsshow not leave�'rw o a r4p .l mWng . ,-� . ..: r Any roots . :rte-,� t� c t they wem, sTRC MS r �r ,F �: 1f r t,:the .rt .. be wy burl .-. . .. .. b material Z 1 \ —� wetted down xper.. �aFa-a9.�l " k . M W ng�R i s fi N k ,,.*•'""O' ....�+�.w�.wwn....... "w ^ r�r,�. www �� wwwr. wn..wnr+.....`rrrr wrwr n,wn� M �rw wrrr ww- 3 �.wx.. �rw>.rrr�.w�n�w r ..,11p 4V 11g Wk i .0rJP-V' .L a ��P iO .. ...,. �W iM? " k « �� \ .1 rP wk tree. rests will adwise. i p t �,, � 1 Open vequipment sal not drive under �. -- \ t �us� . a � �dgic.yy.y the.trem as tlz ll to soil comp e C 0 I u sK The existing �sur:>�e� t�±�r�o �oak trees r \ tTl IN ~ 1 \ N IF cin t� l • _ d.. .. UNIT 20be dumped on the g1round wkhin the dr*lim ofany o* �. �� , �.�.�, .. 1: .Amorist Moo .wen k An arbors l print:fir' ted else ;1 UNIT 14 UNIT 15 UNIT 16 UNIT 17 \ \ �. kwment. The monitoring doet; notr�`� be continuous o -above X. UNIT 15 \ \ . .All t pot . � l ° y�project are num. �W on both the 1 grading plan and the trmprotec Win qvadshco- Some tim may, not F e been s zone..,.., : • t `protest them, . _ �Wtri t � it i applicable, and n _ Wight � "�coWiI�on le Wim.�. r to sent).. fg (ate �. _ exempt).•e`r�ofdrip l� a ri*iption ` P N FENCING \ ' � r� ' ),00 n" fir , etc.), ni a notes. TREE ROTE � � � �' t , i f P l ;nom N i 1 em of y #°���sl .-e to you for� r j� p ar e 117 , ��..,�,� ��r.r..��w.•.. #� �°B �f � r }� `� ,r,�'�'\ �_ -{t' x � � Q 1•„'8t'!4x"� x M ... A • s•r.'r•.., + a� ^'w, d 3 d M� } 7 F x-� ^- ' \ ,4yy € S f`+rtl" _ J ~ 1 X11 13 � � OF .R" RT DEVELOPMENT o3 1 \ LOTS 2 T� IAi a$ _ $1 TREE PROTECTION SPREAD$MEET qtr` ����"" �` -� """„�„� --^""'^ ""•_•""",.�--,-.._.. \ � r � �� �r .r. .w. .�,. \ ""`--» ' -� .. T` ATI. I NT PRUNING^ , \o ° 0 6 . STATUS IMPACT IMPACT PROPOS I� _ WO 2a4� FENCE VON SNE NONE ,^ WO �4 A 0 FENCE NONE NO E NOW NONE , NONE " tom. APPRO � � 4 � ��NC� NINE NO r � s CITY Y1j A+AS-ADERO -WO 160 5 A 0% FENCE, F NO NONE OUSTING SIDEWALK DEC, 14 2005 "' 32` 0 E NONE NONE SNE ' - Ii jwtC. G JNG SVCS. S `C 29�' 5 1 1. G F, 'P YES NONE BIL :O sPQ; �atoz ALCAN TAR A AVENUEYC 2 � 5 A 0 E NONE NO NE OAS UNE EASEMENT F 19 ,��tgq,��p,�tg{ !C'{ ��+f�y rty{.m y}ww�.y��y. _{�+y-y�� ._..... i ¢k "•'•.."""^+..«,..=»:�e .�+.mw.oa 1 +.kms 7 4 5 +,C,3 H ,[39. E S UNIT 10 NW .10 SYC 31 8 t 1 ,,T F M,RP` 'SES :NONE UNIT ,JiD 1 GYC 30" 5 I 5 I� YF-9 NONE �r�•�� NONE M1 _..... _ r m COMM€ 7 :ORADN G.C Ar.-m N,T � m, { �w T �;0 - .:. '�'S`#�. �'. # .F��$><! _ �r{' ..td'r��'ELS�,"�itaax .'h�,��Kk3 �'� ..'. ... .. �a Zai d % v MEW a< 4.•. ,�y� 1 INCH =20' / APN: 030-213-008 ------------ ROS E S S �Q These plans and specifications, and the R E w I S 1 0 N S 1 RACT 2722 r (� Nq ideas and designs incorporated herein, are K. ® � instruments of sevice prepared for the NO. BY DATE DESCRIPTION construction of work shown hereon and TREE PROTECTION PLAN shall not be used in whole or in art for any other project without written authority L +n of Davis Engineering, DAVIS ENGINEERING LO PE. No. s34T7 CITY OF ATASCADERO, CA. Copyright � 2004 Mark K. Davis, EXP. 9/30/06 Davis Engineering. All rights reserved. SHEET: ST CIVIL P SIT r1� CI VI L EN G I N E E R I N G ,OF CAI..1F 5815 TRAFFIC WAY ATASCADERO, CA. 93422 DRAWN BY: DESIGNED BY: SCALE: D.E. JOB # DWG DATE: SHEET N0: C6v0 (805) 462-2066 MARK K. DAVIS R.C.E. 63477 EXP. 9-`-30-06 DATE MD MD 1� = 20' 04--007 11--2'9---05r 6 OF 7 a, V 1 bF ?..w." REVISIOKIR NS: COM.IMt, UII Lew ` r RECEIVED L iu^ryR COMMUNITY DEVELOPMEN R • EX15T G ,r ♦ 5Y w•°KE y r T MAIN • % + • �� �� d .l"V,: + - . r p fan fam"R40 201, owimic.) I.Milu SIZES . e 5 °►/ OR ' e * \ Q MAI N r • 5HRUD P . •• ��// DESIGN BY: r • ♦ GA RY W15HON Df-51GN5 • • hy ♦ - { 6 12 1 2th 5t. . Paso ROHC5, Ca. 4 • ,.,, • ® ® ♦ _ c�c��y�♦�Tap ( 505,227-0557 • ( l -. ® a ♦ • X • • FLEXIBLE 1'N 4�R1 CEO'� ...,a,�. `.t0I iyb. �F3i},it POLLS HOFE, SAYy�,;.UIT TOP 0 • • {M ® ♦ x �sTO ACCO STC INCE r • x XASMUMP'tlf*e ' a + D 15TI NCTI VE LAN DSCAPE5 • .. _ ° 1ttA�E#Pi f •—.« 1m 4:, WF'} C ti 6x1 a. • ✓MARX ItCt'i•GN p � N � E�t+t15N ��A�• 1 N (80% "RINE SM. R{3, OXANIC MATERIAL)'. �Lf � ! PROJECT NA1"1Er x + + + �1 N (4) PLANT TAS iia 3 MA' RELEASE 20-10-5 x7Af�tp >A :tit. ® / IN 211 GRA�,i„LSCS 0x y0 l ® A /�"f , t01M ® RY IREES PLO41ED WHOA S' G,E aiC�E�14'�K. OM84 Clot CUITER To-UE PROW)V 7 � GEARHANI 1 1 �X( � N G 2 6" ® ® 0 j Wilif EP I CCINi'ROL , EIR COUP fl+�ti'T" Op KpjpR'Qr () CQI.AI), TOP OF PLANTER SMALL BE 6SELOW SI0CW4LW t.R�bC_ 5 CAM O • RE INTECORIDA RlfFf PLANTING• J �\ l... . i 20,wo f DEVFLOPMENT 7777\ Y Y 7 d- Y. •i / • n-.,,rd ICf • \/ \./ V \ I / • ^. `. V C \l t \ , ... -.. F ., .p , X15 i NG 1' /ii 14 , j. CQND05 #9- 18 5YC AM O �Q RE AIN • x { TECO RI DNAL.CANTRA • • • `` ,� ♦ N N • 12'_1^ / `,r r 5 • ,�` • ♦ • ,� °` /\}, ATA.SCADER.Q, CA. : _ • • G) BACCHAR15 PILULARIS ; • •® • , a • • ° • PLANTING PATTERN o ® AREA5 TO BE PLANTID x x • x WITH BCCHARI5 PILULAIS .I GROUNDCOVEREX15 ING 2 SHEET TITLE, 5 C• • PLANT L15T � I • • x O ... r ORE AIN ' d , w • BOTANICAL NAME COU ON NAME . + CH ITALPA TA5'H KENTEN515 CH IT(LPA + owo - -PLATANU5 ACERIFOLIA'BLOODGOOD' LONC N PLANE TREE X15 N G 2 n" N - QUERCU5 AGRI FOLIA COA,, I`I•`LIVE OAK ® a N QUERCUS LOBATA VALLY OAK/WHITE OAK • 5 AM ORE 1 • , ♦ • PREf Ll M I NA ♦ t + N ,� 5HRUE35 FERENNIAL5 • + ♦ N • N • . • + • N N • • -O BOTANICAL NAME CoMON NAME LAND5CAPE14 144 . • .� •' AGAPANTHU5 ORIENTALI5 LILY.II✓THE NILE N N BACCHARI5 PILULARI5 'PEGEON POINT' DWAI F COYOTE BU5H • N N N _._ BERBERI5 THUNBERGII 'ATROPURPUREA' P1JRKIr JAPANESE BARBERRY PLAN • N s _ C15TU5 5UN5ET R0CIk05E IN 4" AYER OF HARK UONLY COTINU5 COGGYGRIA 5 0 E TREE' ® UNDER (STISTI ONLY OAK 3W tMupyy ♦ ♦ ® '� ° �' •- COTONEA5TER DAMMERI 'LO11fA5P BEAD I RRY COTONI=ASTER ♦ • DIETE5 VEGETA FQRT41GHT LILY ' a - HELICTOTRICHON 5EMPERVIREN5 BLUE AT GAS a ►iEMEROCALLI5 HYBRIDS DA;'' 'Xy + (D-- NANDINA DOME5TICA'COMPACI"A' I-IEAU NLY BAMBOO; PHOTINIA FRA5ERI IHQ1 1A ♦ - RHAPHIOLEPI5INDICA'DANCER IN I1AW1"I�ORI+ DATE 0- R05MARINUS OFFICINALIS 'CC?LLINGWOOD INGRANI' R05 ARY PLAN VIE'wk _ 135 5 VIBURNUM TINUS LAUR STINU5 SCALE 1 U ... 20' 42'WO ILDMG .....,,. P a ie:� i„- LANDSCAPE NOTES: ERG mmu my '� ��� NO'' I` >ALL IRRIGATION TO BE DRIP. 1-2GPHEMITTER ON EA. 1GALLON PLAN” Ems.. 2-2GPH EMITTERS ON EA.5 GALLON PLANT" 3-2GPH EMITTERS ON EA. 15 GALLON P >ALL LANDSCAPE AREAS TO BE COVERED WITH I1IN. 48• 3"OF BARK MULCH. Pte/ * 1 Mp Lcr r -'ry ••" • , l „ 4 X, __ -__ - ___ ._._ . ... ,n-=- ,,•,,,R.,. .... .. _ . . tea„ _.