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HomeMy WebLinkAboutSDP 16-07; OLIVENHAIN MUNICIPAL WATER DISTRICT; Administrative DeterminationOLIVEN HAIN -NEW AND REMODELED OPERATIONS AND ADMINISTRATION FACILITIES BUI LDING DATA SCOPE OF WORK: THE PROJECT CONSISTS OF TENANT IMPROVEMENTS TO THE FIRST FLOOR OF TWO EXISTING BUILDINGS AND THE ADDITION OF NEW CONSTRUCTION JOINING THE EXISTING BUILDINGS. NEW CONSTRUCTION IS TYPE-VB GROUND-UP BUSINESS OFFICES WITH A BOARD ROOM, SECOND FLOOR IS EXISTING OFFICES TO REMAIN. SITE IMPROVEMENTS INCLUDE NEW GRADING, PARKING, FLATWORK AND LANDSCAPING. APN: ZONE: CONSTRUCTION TYPE: OCCUPANCY GROUPS: FULLY SPRINKLERED: BUILDING HEIGHT: NUMBER OF STORIES 225-031 -03 I 255-040-56 0 (OFFICE) TYPE-VB 8, A-3 YES 32'-0" 2-STORY ----------------------------------------------------------------- PHASE 1 TOTAL BUILDING AREA GROSS: MAIN BUILDING: MODULARS: OCCUPANT LOAD: 17,207 SF 1ST FLOOR 2,837 SF 2ND FLOOR (EXISTING TO REMAIN) 5,280 SF GROUP "A3" OCCUPANCY= 1,900 S.F.17 OCC LOAD= GROUP "B" OCCUPANCY {BUSINESS USE)= 16 502 S.F.1100 OCC LOAD= TOTAL OCCUPANT LOAD REQUIRED EXITS PER TABLE 1021.1 (1-500 OCC LOAD)= EXITS PROVIDED= ALLOWABLE BUILDING AREA 1ST FLOOR CONSTRUCTION TYPE: V-B AREA/USE OCCUPANCY GROUP ACTUAL AREA (SF) BUSINESS I OFFICES ETC B 15,179 BOARDROOM A-3 2,028 CONSTRUCTION TYPE: V-B OFFICES I MODULAR 1 B 1,920 OFFICES I MODULAR 2 B 1,440 OFFICES I MODULAR 3 B 1,920 TOTAL PHASE 1 AREA: 22,487 2 EXITS 13 EXITS ALLOWABLE AREA (SF) TYPE V-B (TABLE 503) 9,000 6,000 9,000 9,000 9,000 AREA INCREASE FOF' SPRINKLERS (506.3) 300% 300°/o 300°/o 300°/o 300°/o r 271.4 OCCUPANTS 165.02 OCCUPANTS 436.42 OCCUPANTS AREA INCREASE FOR FRONTAGE (506.2) QO/o Oo/o Oo/o Oo/o Oo/o i ____ ,_ ACTUAL ALLOWABLE RATIO AREA(SF) 27,000 .56 18,000 .11 0.67<1 27,000 .07 <1 27,000 .05 <1 27,000 .07 <1 ---------------------------- - ---- - - --------------- - ----- ------ - - -- PHASE 2 TOTAL BUILDING AREA GROSS: OCCUPANT LOAD: 22,441 SF 1ST FLOOR 2,837 SF 2ND FLOOR (EXISTING TO REMAIN) GROUP "A3" OCCUPANCY= 1,900 S.F. 17 OCC LOAD= GROUP "B" OCCUPANCY (BUSINESS USE)= 11,579 S.F.1100 OCC LOAD= GROUP "B" OCCUPANCY (EXERCISE USE)= 1 451 S.F. / 50 OCC LOAD= TOTAL OCCUPANT LOAD REQUIRED EXITS PER TABLE 1021.1 (1-500 OCC LOAD)= EXITS PROVIDED= ALLOWABLE BUILDING AREA 1ST FLOOR 2 EXITS 13 EXITS CONSTRUCTION TYPE: V-B 271.4 OCCUPANTS 115.79 OCCUPANTS 29.02 OCCUPANTS 416.21 OCCUPANTS AREA/USE OCCUPANCY GROUP ACTUAL AREA (SF) ALLOWABLE AREA (SF) AREA INCREASE FOR AREA INCREASE FOR TYPE V-B (TABLE 503) SPRINKLERS (506.3) FRONTAGE (506.2) BUSINESS I OFFICES ETC. B 20,413 9,000 300°/o 001o BOARDROOM A-3 2,028 6,000 300% 0% TOTAL PHASE 2 AREA: 22,441 VICINITY MAP OLIVENHAIN RD LEUCA IA BLVD SITE 1-5 ACTUAL ALLOWABLE RATIO AREA(SFJ 27,000 .76 18,000 .11 0.87<1 N EB SCALE: N.T.S. 1966 OLIVENHAIN ROAD ENCINITAS, CA 92024 PLANNING SUBMITTAL APPL I CABLE CODES THE CONSTRUCTION OF THIS PROJECT SHALL CONFORM TO THE FOLLOWING CODES AND REGULATIONS: 2013 CALIFORNIA ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R. 2013 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R. (2012 INTERNATIONAL BUILDING CODE VOLUMES 1-2 AND 2013 CALIFORNIA AMENDMENTS) 2013 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R. (2011 NATIONAL ELECTRICAL CODE AND 2010 CALIFORNIA AMENDMENTS) 2013 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R. (2012 UNIFORM MECHANICAL CODE AND 2010 CALIFORNiAAMENDMENTS) 2013 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE24 C.C.R. (2012 UNIFORM PLUMBING CODE AND 2010 CALIFORNIA AMENDMENTS) 2013 CALIFORNIA ENERGY CODE (CEC), PART 6, TITLE 24 C.C.R. 2013 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R. (2012 INTERNATIONAL FIRE CODE AND 2010 CALIFORNIA AMENDMENTS) 2013 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R. TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS. OWNER OLIVENHAIN MUNICIPAL WATER DISTRICT 1966 OLIVENHAIN RD ENCINITAS, CA 92024 CONTACT: GEORGE BRIEST (760) 753-6466 EMAIL: GBRIEST@OLIVENHAIN.COM ARCHITECT HB&AARCHITECTS, INC. 240 N. MARKET PLACE ESCONDIDO, CA 92029 P: (760)738-8608 F: (760)738-8619 CONTACT: MARK BAKER EMAIL: mark@hba-architects.com CIVIL ENGINEER INFRASTRUCTURE ENGINEERING CORPORATION 14271 DANIELSON STREET POWAY, CA 92064 P: (858) 413-2400 F: (858) 413-2440 CONTACT: DAVE PADILLA EMAIL: DPADILLA@IECORPORATION.COM STRUCTURAL ENGINEER WYNN ENGINEERING, INC. 27315 VALLEY CENTER ROAD VALLEY CENTER, CA 92082 P: (760)749-8722 F: (760)749-9412 CONTACT: JACK STARLIN, S.E. EMAIL: jack@wynnengineering.com DI RECTORY MECHANICAL/PLUMBING DESIGN DEC ENGINEERS 7360 CARROLL ROAD, SUITE 100 SAN DIEGO, CA 92121 P: (858) 578-3270 CONTACT: MARIO RUIZ EMAIL: MRUIZ@DECENGINEERS.COM ELECTRICAL DESIGN EPI 9565 WAPLES STREET, SUITE 100 SAN DIEGO, CA 92121 P: (858) 824-1761 F: (858) 824-1768 CONTACT: BOBBY EUGENIO EMAIL: BOBBY@ENGINEERINGPARTNERS.COM LANDSCAPE DESIGN RICK ENGINEERING COMPANY 5620 FRIARS ROAD SAN DIEGO, CA92110 P: (619) 291-0707 F: (619) 908-3581 CONTACT: TIMOTHY PRUSS EMAIL: TPRUSS@RICKENGINEERING.COM SHEET INDEX GENERAL PLANS T1 .OP TITLE SHEET C I V I L G-100 G-101 C-100 C-101 C-102 C-102.1 C-103 TITLE SHEET CIVIL NOTES EXISTING CONDITIONS PLAN CIVIL DEMOLITION PLAN CIVIL SITE PLAN (1"=40') CIVIL SITE PLAN -PHASE 1 CIVIL SITE PLAN -PHASE 2 ARCHITECTURAL A0.1 OVERALL SITE PLAN (ULTIMATE BUILDOUT) A1.0 SITE PLAN PHASE 1 A1.1 SITE PLAN PHASE 2 A1.2 SITE DETAILS A2.4P FLOOR PLAN PHASE 1 AZ.SP FLOOR PLAN PHASE 2 A4.1P ROOF PLAN PHASE 1 A4.2P ROOF PLAN PHASE 2 A6.1P EXTERIOR ELEVATIONS PHASE 1 A8.2P EXTERIOR ELEVATIONS PHASE 2 A6.5P MODULAR ELEVATIONS LANDSCAPE L1 ,0 CONCEPTUAL LANDSCAPE PLAN : PHASE 1 L2,0 CONCEPTUAL LANDSCAPE PLAN: PHASE 2 L3.0 CONCEPTUAL LANDSCAPE LEGEND & MATERIALS L4.0 CONCEPTUAL IRRIGATION AND WATER MANAGEMENT PLAN: PHASE 1 L5.0 CONCEPTUAL IRRIGATION AND WATER MANAGEMENT PLAN: PHASE 2 L6.0 WATER MANAGEMENT PLAN LEGEND, NOTES & CALCS LEGAL DESCRIPTION PARCEL A: THAT PORTION OF LOT 10 OF THE SUBDIVISION OF THE RANCHO LAS ENCINITAS, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 848, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JUNE 27, 1898, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT IN THE SOUTHERLY LINE OF SAID LOT 10, DISTANT THEREON NORTH 87°03'30" EAST 509.61 FEET FROM THE SOUTHWESTERLY CORNER OF SAID LOT, SAID POINT BEING THE SOUTHWESTERLY TERMINUS OF A 300 FOOT RADIUS CURVE, IN THE CENTERLINE OF COUNTY ROAD SURVEY NO. 454, AS DESCRIBED IN DEED TO THE COUNTY OF SAN DIEGO, RECORDED JANUARY 21, 1930 IN BOOK 1737, PAGE 4 OF DEEDS; THENCE ALONG SAID CENTERLINE AS FOLLOWS: NORTHEASTERLY ALONG SAID CURVE 256.98 FEET THROUGH A CENTRAL ANGLE OF 49"04'49"; AND TANGENT TO SAID CURVE NORTH 37°58'41" EAST 697.88 FEET TO THE POINT OF INTERSECTION OF THE CENTERLINE OF COUNTY ROADSURVEY NO. 454-AAS DESCRIBED IN DEED TO THE COUNTY OF SAN DIEGO RECORDED MAY 4 1954 IN BOOK 5226, PAGE 582 OF OFFICIAL RECORDS, SAID POINT BEING THE POINT OF TANGENCY OF A350 ' FOOT RADIUS CURVE, CONCAVE EASTERLY AS DESCRIBED IN PARCEL 2 OF SAID DEED; THENCE SOUTHERLY ALONG SAID CURVE 355.37 FEET THROUGH A CENTRAL ANGLE OF 58°10'27"; THENCE TANGENT TO SAID CURVE SOUTH 20°11'46" EAST 311.85 FEET TO THE SOUTHERLY LINE OF SAID LOT 10; THENCE ALONG SAID SOUTHERLY LINE SOUTH 87°03'30" WEST 706.46 FEET TO THE POINT OF BEGINNING. ASSESSOR'S PARCEL NUMBER 255-031-03 PARCEL B: THAT PORTION OF LOT 13 OF THE SUBDIVISION OF RANCHO LAS ENCINITAS, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 848, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY JUNE 27, 1898, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CONNER OF SAID LOT 13, SAID NORTHWEST CORNER BEING THE TRUE POINT -OF BEGINNING: THENCE EASTERLY ALONG THE NORTHERLY LINE OF SAID LOT 13 NORTH 87°03'30" EAST 1,216.68 FEET TO THE CENTERLINE OF ROAD SURVEY 454-AAS DESCRIBED IN DEED TO THE COUNTY OF.SAN DIEGO RECORDED DECEMBER 19, 1930, IN BOOK 1839, PAGE 356 DF DEEDS, RECORDS OF SAID COUNTY, ALSO KNOWN AS RANCHO SANTA FE ROAD; THENCE LEAVING SAID NORTHERLY LINE OF LOT 13 SOUTHERLY ALONG THE CENTERLINE OF SAID ROAD SURVEY 454-A SOUTH 20°09'53" EAST, 280.84 FEET: THENCE LEAVING SAID CENTERLINE OF ROAD SURVEY 454-A WESTERLY ALONG A LINE PARALLEL TO SAID NORTHERLY LINE OF LOT 13 SOUTH 87°03'30" WEST, 518.71 FEET; THENCE LEAVING SAID PARALLEL LINE SOUTHERLY SOUTH 02"56'30" EAST, 150.00 FEET; THENCE WESTERLY ALONG A LINE PARALLEL TO SAID NORTHERLY LINE OF LOT 13 SOUTH 87° 03'30" WEST, 291.59 FEET: THENCE LEAVING SAID PARALLEL LINE NORTHERLY NORTH 02"56'30" WEST, 150.00 FEET; THENCE WESTERLY ALONG A LINE PARALLEL TO SAID NORTHERLY LIME OF LOT 13 SOUTH 87°03'30" WEST, 490.00 FEET TO THE WESTERLY LINE OF SAID LOT 13; THENCE LEAVING SAID PARALLEL LINE NORTHERLY ALONG SAID WESTERLY LINE OF SAID LOT 13 NORTH 02°50'30" WEST, 268.25 FEET TO THE TRUE POINT OF BEGINNING. ASSESSOR'S PARCEL NUMBER 255-040-56 NO.DATE REVISION PARKING BUILDING USE AREA PARKING RATIO REQ. PARKING BUILDING A+B OFFICE 25,278 SF 1:250 SF 102 EXPANSION PHASE 2 BUILDING J EXISTING WAREHOUSE 10,648 SF 1:1000SF 10.6 SERVICE BUILDING (NIC) BUILDING E EXISTING HAY RETAIL 2,000 SF 1 :300 SF 6.7 FEED BUILDING (NIC) BUILDING F EXISTING HAY RETAIL 2,600 SF 1:300 SF 8.7 FEED BUILDING (NIC) TOTAL PARKING REQUIRED: 128 TOTAL PARKING PROVIDED: 171 (INCLUDING 9 ADA) APPROVED THIS IS THE APPROVED TENTATIVE MAP/SITE PLAN FOR PROJECT NO. PER CONDITION NO. ---- PL.i\c"i"NING Dfv1SION DATE ENGINEERING DIVISION DATE T A•Cr<ITECT, HS>A AH;HITECTS INC 1..iBS<1,1 HEREBY R:SERVES TS COMMON LAW C YR IGHT AND OTHER PR02ERTY I GHTS ALL :DEAS, DES GNS, ARRANGEMENTS AND NS NDICATCD o, REPRESENT D aY THESC D'1AWINGS ASE OW"CD ay A'ID ARE PRO,ERTY OF HB~A. AND WE! CREATED. tVO.VED AND )EVELOPED FOR THE USE CO'JNCCTION WITH THE SPECIF! D PROcl:;:T T~E lc>EAS, DESIC>i'<S, ARRANGEMENTS OR a ANS $HAL, NOT EE ASSIGNED TO, USEJ BY, OR i:;1$ClOSED TO ANY TKIRV PARTY, F RM Qi CO'lPORATIQ'I, FOR A.'JY PUP.POSE WHATSOEVER W<THOI.JT THE WRllTEN ? P.MISS 01'-OF HBI.A FILING THESE DP.AWl'JGS W,T'-1 ANY PUilLIC AGCNCY IS NOT f 3LICAT101'-OF SAME AND NO COPYING, P.EPRODI.JCTION OR I.JSe THEREOF IS P ~MISSA3"E W:T'-!CL,T Tl-<E CONSEN7 OF HS&A THI: DP.AWlNGS ARE NOT TO BE C NSIDERED •o 3E FINA, OR TO 6E USED FOR CONSTP.JCTIO~ UNTIL s:GNEJ 8Y T :0 ARCH.~ECT OLIVEN HA IN NEW AND REMODELED OPERATIONS AND ADMINISTRATION FACILITIES 1966 OLIVENHAIN ROAD ENCINITAS CA 92024 AUG 1 ? 201G , ., . A r c h i t e c t s ,,j)'\:;-_; ~-,_ /!~~ (\: .. : "2°4o-'N0lfr'H"1MARKET PLACE ESCONDIDO, CA 92029 PHONE, (760) 738-8608 FAX: (760) 738-8619 EMA I L : mo i I b o x@ h b o -o r c h j t e c I s . c om C-18627--.. 00/3C/17 -?" s-o \ ' CA\ DRAWN CHECKED NH MB PROJECT NO. __ ,.,._-T 1 . 0 P 08.17.16 SHEET NAME TITLE SHEET 2 Q_ .. 0 gJ ~ 0 ,c N "' 0 ;§ 5 ci "' -"' --;;; "' " ·~ D "' " ~ ~ "' " ·~ ~ 5 i5 "' "' -iii -0 \;; ~ § 0 ~ ~ ,\i :li "' ~ ~=============================================:dj======================================::d1========================dh~~===:h==========d2 --· ·-------------------···--- C, I c.:, ~ :r: --2 " -~ ct -- GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PR[VIOUSL Y APPROVED BY TH[ CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE TH[ DEVELOPER OR ENG!N[ER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO OMISSIONS DISCOVERED DURING CONSTRUCT/ON. ALL PLAN REVISIONS SHALL 8[ PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY [NG/NEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A GER TIFICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENOORSEMEN T MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HA VE A RA TING OF "A-" OR BETTER ANO A SIZE CA TE GORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY ANO OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER 00£5 NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED ANO A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO THE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY or THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABOR A TORY WORK SHEETS ANO (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER or THE STA TE or CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT ANO COMPLIANCE VER/FICA TION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS ANO Tl-![ " EARTHWORK SPECIF/CATIONS " A TT ACHED TO THE PRELIMINARY SO!lS INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCTION MF[TING SHALL BE HELD AT THE SITE PRIOR TO TicJE B[G/NNING OF WORK AND SHAii BF A TT[ND[D BY All RFPR[SfN TA nvrs RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING ANO ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE ANO TIME FDR THE PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST 8[ A VAILABL[ PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. All INSPFCTION REQUESTS OTHER THAN FOR PRFCONSTRUCTION MEETING W/1 L Bf MADE BY CAI I ING TH£ ENGINEERING 24 HOUR INSPECTION REQUEST I IN[ AT (760) 438 3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2:00 PM. ON THE DAY B[FOR[ TH[ /NSP[CT!ON IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. TH[ OWNER AND/OR APPLICANT THROUGH TH[ DEVELOP[R AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS ANO REGULATIONS. 17. TH[ CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENG/N[[R ANO/OR CONCERNED AGENCY SHOWING THE DESIGN or SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CA V/NG GROUND DURING THE EXCAVA T!ON or SUCH TRENCH OR TRENCHES OR DURING TH[ PIPE /NSTALLA TION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE COO£ THE PLAN SHALL BE PREPARED BY A REGISTERED [NGINEFR AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST 8£ SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL 8£ PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING or BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIA TEL 'r'. ANO THE P[RMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTE[ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO 00 SO. 20. ALL OPERATIONS CONDUCTED ON TH[ SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TEO GRADING EQUIPM[NT SHALL B[ LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND 6: 00 P.M. [ACH DAY, MONDAY THRU FRIDAY ANO NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOL/DA YS. (A LIST or CITY HOLIDAYS IS AVAILABLE AT THE [NG/NEERING DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL B[ OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN TH[ PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE P[RCEN T SLOPE. 25. THESE PLANS AR[ SUBJECT TO A SIGNED ANO APPROVED SWPPP AND/OR SET OF [ROS/ON CONTROL PLANS. [ROS/ON CONTROL SHALL BE AS SHOWN ANO AS APPROVED BY THE Ci TY [NG/NEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. TH[ SITE SHALL BE LEFT IN A NEAT ANO ORO[RL Y CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMO V[O ANO 0/SPOS[O OF AT A SIT[ APPROVED OF BY TH[ CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS R[QUIR[O BY THE Cl TY or CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. , AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK or THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND !RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH TH£ LANDSCAPE MANUAL TIME REQUIREMENTS. 30. WH[R[ AN EXISTING PIPE LINE IS TO 8£ ABANDONED AS A RESULT OF TH[ GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET or BUILDING OR STREET AREAS ANO REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGIN[[R. 31. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND ANO UNDER GROUND ) WITHIN TH[ PROJECT SITE SUFFICl[NTL Y AHEAD or GRADING TO PERMIT THE REVISION OF TH[ GRADING PLANS IF IT IS FOUND THAT TH£ ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 32. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACIL/Ti[S ANO SHALL COOROINA TE THE WORK WITH A COMPANY REPRESENTA TIV[ UNDERGROUND SERVICE ALERT (800)422-4133 SOG&E (800)411-7343 AT&T (800)892-0123 TIME WARNER CABLE (760)438-7741 COX COMMUN/CATIONS (619)262-1122 CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980 *CITY or CARLSBAD(SEWER, WATER & RECLAIMED WATER) (760)438-2722 *LEUCADIA WASTEWATER DISTRICT (760]753-0155 OLIV[NHAIN WATER DISTRICT (760)753-6466 *AS APPROPRIATE 33. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS /15.16.120 A.BJ CARLSBAD MUNICIPAL COO[. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA TH[ PROJECT INSPECTOR {15.16.120 A.10} CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING [NG/NEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING ANO IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY CODE ANO THE APPROVED PLANS ( OBTAIN SAMPLE or COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM TH[ SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY or TH[ SOIL, AND SUMMARIES OF FIELD AND LABOR A TORY T[STS. TH[ REPORT SHALL ALSO INCLUDE A STATEMENT BY TH[ SOILS ENGINEER THAT TH[ GRADING WAS DONE IN ACCORDANCE WITH THE REQU/R[M[NTS ANO RECOMMENOA TIONS OUTLINED IN THE PRELIMINARY SOILS REPORT ANO ANY SUPPLEMENTS THERETO. ( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 34. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY [NGINE[R'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 35. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDEO TO PROHIBIT WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDEO TO THE SA TISFACTICN OF THE CITY ENGINEER. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY OECLAR[ THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN or THE PROJECT AS DEFINED IN ·SECTION 6703 OF THE BUSINESS ANO PROFESSIONS CODE, ANO THAT TH£ DESIGN JS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND T.HAT THE CHECK OF PROJECT DRAWINGS ANO SPECIFICATIONS BY TIJE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS [NG!N[[R OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: INFRASTRUCTURE ENGINEERING CORPORATION ADDRESS: 14271 DAN/Fl SON STREET CITY, STA TE: POWA 'r'. CA. 92064 TELEPHONE: (858 4/J 2400 BY.----------------DA V/0 PADILLA DA TE: ______ _ R O rr-~• .C.E. N .:____.:J:J:;J_L.1._ ____________ _ REGISTRATION EXP/RATION DATE: __.c1.e.2_-3,,_,1,__-..1.1,,_6 ____ _ SOILS ENGINEER'S CERTIFICATE I, , A R[G!ST[REO (CIVIL/ GEO TECHNICAL) ENGINEER OF TH[ STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE F"IELD or APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY or TH[ SOIL CONDITIONS PR[VAL[NT WITHIN THIS SITE WAS MAO[ BY M[ OR UNDER MY DIRECTION BETWEEN TH£ DA TES OF --------, 20 ANO , 20 __ . TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY. WITH MY R£COMMENOA TIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY £NG/NEER. SIGNED: G.f./P.£. NO.: ____________ _ DAT[: LICENSE EXP/RATION DA TE: OWNER'S CERTIFICATE I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS B[fN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY ANO ADV/Sf ON THE COMPACTION AND STABILITY OF THIS SIT[. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE- REGULA TED SWPPP, I (WE) ALSO AGREE A QUALIFIED SWPPP PRACTITIONER (OSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISE IMPLEM[NTA TION OF THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER AND MUNICIPAL PERMIT, LA TEST VERSION. GEORGE R. BR/EST SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TEO BY PHOTO GEOMETRIC METHODS FROM INFORMATION GATHERED ON AUGUST 31, 2075, BY AERIAL MAPPING SERVICES, LYONS, CO. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 255-031-03, 255-040-56. THE CALIFORNIA COOROINA TE INDEX or THIS PROJECT IS: N. 1,969,300 £. 6,255,800 DATE EROSION CONTROL NOTES 1. IN CAS[ EMERGENCY WORK IS REQUIRED, CONTACT AT -------(PHONE NUMBER) 2. EQUIPMENT ANO WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING TH[ RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. FOR PROJECTS COVERED BY STATE SWPPP /WD/0, IN ACCORDANCE WITH THE CONSTRUCTION ORDER ISSUED BY TH[ CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE QUALIFIED SWPPP PRACTITIONER (QSP) SHALL UPOA TE AND MAINTAIN TH£ WATER POLLUTION CONTROL (WPC) PLAN TO AOOR[SS UPOA TEO SITE CONDITIONS OF THE PROJECT. THE UPOA TED WPC PLAN ANO UPDATED SWPPP SHALL 8£ KEPT AT THE PROJECT SITE ANO MADE AVAILABLE TO THE CITY INSPECTOR. ADDITIONAL CONSTRUCTION BMP'S BEYOND THE ORIGINAL APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SITE CONDITIONS NOT ANTIC/PA TEO. THE QSP SHALL REPORT BMP OEFICIENCl[S TO THE CITY INSPECTOR. THE QSP SHALL OBTAIN APPROVAL FROM THE QUALIFIED SWPPP DEVELOPER AND THE CITY INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL OEVIC[S TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER [ACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY 8[ REQUIRED BY THE CITY ENGINEER OU£ TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE ANO SHALL TAK£ NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WIJER£ IMPOUNDED WATERS CREA TE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP ANO/OR EROSION CONTROL PLAN SHALL BE /NCORPORA TEO HEREON. 8. GRADED AREAS AROUND THE PROJECT P[RIMET[R MUST DRAIN AWAY FROM TH[ FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLAC[ AT THE ENO or EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT ANO OTHER DEBRIS SHALL 8£ REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL 8£ BURLAP TYPE WITH 3/4 INCH MINIMUM AGGR[GRA TE. 11. SHOULD GERM/NATION OF HYOROSE£0£0 SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZ[O BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE £ROS/ON AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVA T/ON, STA TE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT ANO TEMPORARY EROSION CONTROL PLANTING ANO !RR/GA TION SHALL BE INSTALLED ANO MA!NTA/N[O AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS ANO THE FOLLOWING: A. HYOROSEEDING SHALL 8£ APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THR££ FEET OR MORE IN H£1GHT ANO ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MOR£ IN H£1GHT. 2. AREAS GRADED FLA TT[R THAN 6: 1 WH[N ANY or TH[ FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS ANO RECREATION DIRECTOR AS HIGHLY VISIBLE TO TH[ PUBLIC. c. HAV[ ANY SPECIAL CONDITION IDENTIFIED BY THE CITY £NG/NEER THAT WARRANTS IMMEDIATE TREA TM[N T. B. HYOROSEEO[O AREAS SHALL 8£ /RR/GA TED IN ACCORDANCE WITH TH[ FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER ANO THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HANO WA T[RING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PR[C/PITA TION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. CREA TER THAN 8 FEET IN H[!GH T SHALL BE WA TEREO BY A CONVENTIONAL SYSTEM OF LOW 0R[CIPITA TION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE !RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYOROSEEOING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE !RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES ANO COSTS OF THE ELEM EN TS OF THE TH[ PROPOSED SYSTEM. 3. /RR/GA TION SHALL MAINTAIN THE MOISTURE L[V[L or THE SOIL AT TH[ OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HYOROSEEO!NG MIX SHALL CONSIST OF ALL OF TH[ FOLLOWING: 1. SE[O MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE or ROS[ CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCU[ c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACH/LL[A MILLEFOL/A e. 3 lbs. PER ACR[ OF AL YSSUM (CARPET or SNOW) f. 1 /2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d,e, ANO f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BONG HYOROSEEOEO IS NOT VISIBLE FROM OTHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a or THIS SUBSECTION MUST BE INOCULA TEO WITH A NITROGEN FIXING BACTERIA ANO APPLIED ORY OTHER BY OR/LL/NG OR BROADCASTING BEFORE HYOROSEEOING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH TH[ CALIFORNIA DEPARTMENT or FOOD AND A GR/CUL TUR[ CERT/FICA TION TAG A TT ACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO TH[ HYDROSEEO SLURRY AT THE DISCRETION OF TH[ CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RA TE or NO LESS THAN 2000 lbs PER ACR[. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYORAULICALL Y APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOP[ BY MECHAN/CALL Y PUNCHING NO LESS THAN 50% OF THE STRAW INTO TH[ SOIL. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RA TE or 500 lbs. PER ACRE. 0. AREAS TO BE HYOROSE£0£D SHALL BE PREPARED PRIOR TO HYOROS[[O!NG BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFIC!ENTL Y FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY.· a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROV/0[ A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. HYOROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL TH£ THE PROJECT JS PERMAN[NTL Y LANDSCAPED OR, FOR AREAS WHERE HYOROS[[O!NG IS TH[ THE PERMANENT LANDSCAPING, UNTIL TH[ PROJECT IS COMPLETED AND ALL BONDS RELEASED. LEUCADIA WASTEWATER DISTRICT NOTES 1. LWO APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. 2. ALL DESIGN, MA TE RIALS, AND CONSTRUCTION WORK SHALL CONFORM TO TH[ LEUCADIA WASTEWATER DISTRICT LWO S[WER STANDARDS AND TO TH[ REQUIREMENTS or THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) ANO THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT or CONFLICT THE LWD SEWER STANDARDS GOVERN. 3. OSHA SAFETY ORDERS ANO OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL 8£ FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 4. THE CONTRACTOR SHALL HAVE A COPY OF TH[ DOCUMENTS SPECIFIED IN SEWER NOTES 2 & 3 ON TH[ JOBS/TE AT ALL TIMES. 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD or ONE YEAR AFTER TH[ DATE or FINAL ACCEPTANCE BY LWO ANO SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROV[ DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWO. 6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWO PERMIT FOR CONSTRUCTION ANO SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO LWO PRIOR TO CONSTRUCTION. 7. APPROVAL or THIS PLAN BY LWO 00[$ NOT CONSTITUTE A REPRESENTATION or THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIP[, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 8. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWO 0/SJR/CT £NG/NEER IN WRITING PRIOR TO CONSTRUCTION. 9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY 8£ DON[ IN TH£ DIRECT PRESENCE OF TH[ LWO INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING S[W[R UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWO INSPECTOR, OR AS APPROVED BY DISTRICT [NG/NEER. 10. ALL SERVICE LATERALS SHALL BE LOCA TEO AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWO ON THE PLANS. 11. A 2-INCH HIGH "S" SHALL 8£ INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR. 12. A 10 GAG[ SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. TH£ WIR[ SHALL EXTEND UP TO A 2" COPPER TAG TIED ANO SOLDERED TO THE WIRE. THE TAG OVER TH£ SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRAOE WITH FINAL LOCATION JUST BELOW PAVING. TH£ TAG OVER TH[ CUSTOMER [NO OF THE LA T[RAL SHALL EXTEND ABOV[ GRADE UNTIL CONNECTED ANO SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. 13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. 14. ALL SEWERS ANO LATERALS SHALL 8£ WAYNE BALLED, LOW PRESSURE AIR TESTED, ANO TELEVISED AT TH[ APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWO. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES ANO UTILITY LATERALS. 15. ALL SEWERS ANO LATERALS SHALL BE IN PLACE ANO SHALL HAVE FINAL APPROVAL BY THE LWO INSPECTOR PRIOR TO PAVING. 16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WY[S, MADE WITH CASKETED PVC SADDLE WYE, OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. FOR INSTALLING NEW MANUFACTURED WYES, STANDARD BELL ANO SPIGOT OR PLAIN £ND WYES ANO PLAIN £NO PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY B[ USED FOR INSERTING WYES INTO AN EXISTING SEWER. ALL CONNECTIONS NOT MAO£ TO EXISTING WYES MUST BE !N ACCORDANCE WITH LWO STANDARD DRAWING S-32. 17. IF N[C[SSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND BY-PASSED E'" PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LWO SEWER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRE TEMPORARY PROVISION OF DUTY ANO BYPASS EQUIPMENT WITH FULL -TIME MANNED MONITORING. NO UNMANNED BYPASS SHALL B[ ALLOWED. 18. FOR CONNECTION or PLAIN ENO TO PLAIN ENO PVC SEWER, REPAIR COUPLINGS SHALL 8£ MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIP£ BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHA/ L BE RUBBER CASKETED WITH NO CENTER STOP. PIPE ENOS SHALL 8£ THOROUGHLY CLEANED PRIOR TO INSTALLATION or THE REPAIR COUPLING(S). THE REPAIR COUPLING SHALL BE SUPPED ALL THE WAY ON TO ON[ PLAIN ENO PIPE, THEN TH£ PIP[ ANO ADJOINING PIPES SHALL BE ALIGNED TOGETHER ANO THE REPAIR COUPLING SUPPED BACK INTO A POSITION £QUALL Y SPACED BETWEEN THE TWO PLAIN £NO PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR EQUAL APPROVED BY THE LWO DISTRICT [NG/NEER. 19. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE ANO WY[S MAY BE USED TO TIE-IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN [NO VCP TO VCP OR VCP TO PVC, A ROMAC INDUSTRIES, INC. STYLE 501 OR APPROVED EQUAL SHALL BE USED. FOR CONNECTIONS OF VCP TO PVC, A ROMAG INDUSTRIES, INC. STYLE RC 501 REDUCING COUPLING WITH MATCHING INVERTS, OR APPROVED EQUAL, SHALL BE USED WITH A GASKET RANGE TO MATCH THE OUTSIDE DIAMETER or TH[ PIP[ ON THAT SIDE OF THE COUPLING BONG JOINED. TH[ CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A536, GRADE 65-45-12 ANO SHALL 8£ PROVIDED WITH 16 MILS FUSION BONDED EPOXY COLOR COOED TO THE TYPE OF CONNECTING PIP[. GASKETS SHALL B[ SBR PER ASTM 02000 MBA710, COMPOUNDED FDR WATER AND SEWER SERVICE. ALL NUTS ANO BOLTS SHALL BE TYPE 316 STAINLESS STEEL. 20. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO EXCEED ON[ YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF TH[ ONE YEAR TIME LIMIT IS EXPIR[O PRIOR TO START OF CONSTRUCTION, THE OEVELOP[R SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPOA TEO REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE PLAN SHALL 8£ MAO[ AT THE DEVELOPER '5 EXPENSE ANO APPROVED BY THE L WO DISTRICT ENGINEER PRIOR TO TH£ START OF CONSTRUCTION. WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS ANO FILLS REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITl[S, ANO' PLANTING OF PERMANENT LANDSCAPING AND PR[PARA TION OF AS-BUILT GRADING PLANS AS-BUILT GEOLOGIC MAPS ANO REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS RESOLUTIONS ANO ORDINANCES CITED ON THESE PLANS. ' THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH TH[ FOLLOWING DOCUMENTS, CURRENT AT TH[ TIM[ OF CONSTRUCTION AS DIRECTED BY THE CITY ENGINEER. , 1. CARLSBAD MUNICIPAL CODE 2. CITY or CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO. DATED ____ _ 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT ANO RECOMMENDATIONS BY _________ _ _____ DATED _____ _ 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS ANO AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED __________ _ 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED-------- / 0. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY DATED ___ ~_ SWNO. ____ _ WOID NO. 9 375 ___________ _ 11. STORM WATER MANAGEMENT PLAN PREPARED BY DA TEO ____ _ SWMP NO. ____ ~ 12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK ANO CAL TRANS CONSTRUCTION SITE BMP MANUAL. VICINITY CITY OF OCEANSIDE HIGHWAY -78 ~o PACIFIC OCEAN MAP CITY OF ENCINITAS SHEET LIST TABLE Sheet Number Sheet Title G-100 COVER SHEET G-101 CIVIL NOTES C-100 DEMOLITION PLAN C-101 DEMOLITION PLAN C-102 SITE PLAN C-103 PLAN C-104 PLAN C-105 BUILDING PAO C-106 PLAN C-107 ROAD PLAN & PROFILE C-108 ROAD PLAN & PROFILE C-109 ROAD PLAN & PROFILE NOT TO SCALE CITY OF VISTA SITE SHEET NO 1 2 3 4 5 6 7 8 9 10 1 1 12 f----+~-+-~~~~~~~~---4~--+-~+-----+----llsH~ETl.c_1_T_Y~o-F~c=A~R-L~s~B-A_D~~ _ ENGINEERING DEPARTMENT L____1-=-J GRADING PLANS FOR: OLIVENHAIN M.W.D. BUILDING D EXPANSION TITLE SHEET APPROVED: JASON S. GELDERT CITY ENGINEER RCE 63912 EXPIRES 9 /30 /15 DATE PROJECT NO. I DRAWING NO. . G-100 DATE INITIAL OWN BY: CHKD BY: __ _ RVWD BY: DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL CITY APPROVAL Q._ ________________________________________________________________________________________________________________________________________________________________ .;;. ________________ ...;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;J --------------------------------- PROJECT ADDRESS 1966 OLIVENHAIN ROAD ENCINITAS, CA. 92024 760-753-6466 OWNER NAM[: OL/V[NHAIN MUNICIPAL WATER DISTRICT ADDRESS: 1966 OL/VENHAIN RO., ENCINITAS, CA. PHONE NO.: (760) 753-6466 REFERENCE DRAWINGS 231-7 336-5 399- 433-SA 433-SL 433-SM EARTHWORK QUANTITIES CUT: CY FILL: CY IMPORT: CY EXPORT: CY REMEDIAL: CY BENCH MARK 92024 DESCRIPTION: A MAG NAIL SET IN THE PAVEMENT IN TH[ NORTHWEST PART OF TH[ JOG LEG BENO IN TH£ WEST DR/V[WA Y ENTRANCE TO TH[ OMWD DISTRICT OFFICES. [LEVA TION: _1_19~._92 _________ 0A TUM: NGVO 1929 A SHOWN ON EXISTING CONDITION SIT[ PLAN LEGAL DESCRIPTION ABBREVATIONS AB AGGR[GAT[ BAS[ AC ASPHALTIC CONCRETE BC BEGIN CURVE BF BOTTOM OF FOOTING BFP BACKFLOW PREVENTER BLDG BUILDING BVC B[GIN VERTICAL CURVE co CLEAN OUT COR CORNER CP CONTROL POINT OJ DUCTILE IRON DIA DIAMETER 0/W DRIVEWAY [C END CURVE £, £L[C ELECTRIC [LEV ELEVATION [SMT EASEMENT EXIST, [X [XISTING £VG [ND VERTICAL CURVE F FIRE FOG FIRE DEPARTMENT CONNECTION FF FINISH FLOOR FG FINISH GRAD[ FL FLOW LIN£ FS FINISH SURFACE FT FEET G GAS GB GRAD[ BREAK I[ INVERT ELEVATION /RR IRRIGATION LAT LATERAL LF LINEAL FEET LT LEFT MECH MECHANICAL MH MANHOLE QC ON CENTER OR OFFICIAL RECORD PCC PORTLAND CEMENT CONCRETE PED PEDESTRIAN PIV POST INDICATOR VALVE POC POINT OF CONNECTION PROP PROPOSED PVC POLYVINYL CHLORIDE PVI POINT OF VERTICAL INTERSECTION R RADIUS RET RETAINING RT RIGHT S, SWR SEWER so STORM DRAIN SOR STANDARD DIMENSION RATIO SDRSD SAN DIEGO REGIONAL STANDARD DRAWINGS SDUSD SAN DIEGO UNIFIED SCHOOL DISTRICT so SQUARE TBR TO 8£ REMOVED TC TOP OF CURB TF TOP OF FOOTING TC TOP OF GRAT[ TS TOP OF SLOP[ TW TOP OF WALL TYP TYPICAL vu VAULT W, WTR WATER POST-CONSTRUCTION BMP TABLE STORM WATER REQUIREMENTS THAT APPLY: B TYPE STANDARD STORMWA TER REQUIREMENTS PRIORITY PROJECT REQUIREMENTS DESCRIPTION OWNERSHIP EXEMPT FROM HYDROMOO/FICA T/ON? D YES (SE£ SWMP FOR DOCUMENTATION) D NO MAIN TEN AN CE AGREEMENT SHEET NO. MAINTENANCE FREQUENCY ---•---OLl'(_~!fAIN Municipal Water District 1966 Olivenhain Road Encinitas,CA 92024 (760)753-6466 f----+----+------------+--+--+------1---11 SHiET I CITY OF CARLSBAD ~ :====='--'=====E=N=G=IN=E=E=R=IN=G::::::::D=E=P=A=R=TM=E=N=T======--=L____1_2__J=====: 1----+----!------------------1----1----!f-----!----I GRADING PLANS FOR: OLIVENHAIN M.W.D. BUILDING D EXPANSION G-101 CIVIL NOTES APPROVED: JASON S. GELDERT CITY ENGINEER RCE 63912 EXPIRES 9 /30 /16 DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL C KO l------'---+---..L_---1, ~..c'H-".".-'!._!Bce_Y!.c:;;~~=-=-=.J ' ---------' G-101 OTHER APPROVAL CITY APPROVAL ._13VWD BY: _ I (f) 0 <( <( I-co -(f) z -1 -er. (.) <( m (.) U...1' LL 00 ?'!?' 5\5 lpr-20' EASEMENT FOR ~.CCESS ROAD GRANTED TO THE CITY OF CARLSBAD ON •1AY 2, 1996 AS DOC,#1996-0222579 AND ON OCT. 5, 2004 AS DOC.#2004-094.3382 q1 1,J 1 1··( . ······· .. . ······ ...... . \ 14271 Danielson Street Poway, California 92064 T 858.413.2400 F 858.41.3.2440 www.iecorporation.com . ,o~W~CSOS<il.,~ ,~,-wSNo'-Y"~-•"" / ' . E*ISTING ·~~ BIORETENT:ON BAS,N OUVENHAIN ROAD DEDICATED PER MAPS 10856 AND 11018---,,_ I I /. / - i DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 12' WIDE EASEMENT AND RIGHT-OF-WAY TC SDG&E PER DEED ,,EC. 6-28-2005 AS DOC NO. 2005-0543441 . \·\ 4' WIDE EASEMEW ~a SDG&E FOR POLES ·°""'D WIR::S PER DEED RECORDED 12-01-1971 AS DCC NO. 279388 O.R. DATE iN!TlAL DATE INITIAL OTHER APPROVAL CITY APPROVAL 0 50" 100' I SHEET I CITY OF CARLSBAD I SHtETS I ENGINEERING DEPARTMENT IMPRO'VEMENT PLANS FOR: OUVENHAIN M.W.D. BUILDING D EXPANSION EXISTING CONDITION SITE PLAN APPROVED: JASON S. GELDERT CITY ENGINEER RCE 63912 EXPIRES 9/30/16 DATE OWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: RVWD BY: C-100 0 I u / en C "O 0 ~ C, \ \ \ i I ' \ \ ' \ GENERAL DEMOLITION NOTES L THE CONTRACTOR SHALL RETAIN PRIVATE UTILITY LOCATOR SERVICE PRICR TO S~ART ING WORK AND SHALL ARRANGE FOR AND COORCINATE SHUT DOWN. DISCON'JECTION AND CAPPING OF EXISTING UTJLITIES WITH THE APPROPRJATE UT!UTY OWNEZS PR[OR TO COMMENC[NG THE WOPY. 2. THE LOCATJONS OF EXISTH-K; UNDERGROUND i'"ACIUTIES SHOWN ON THE DRAWINGS WERE OBTAH·ED FROM A SEARCH OF AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL POTHOLE EXISTING UTILITIES AT POINTS OF CDNNECTJONS. OE'AOLITJON LIMITS, AND AT ALL UTILlTY CROSSINGS TO DETERMINE EXACT LCCAT!ONS PRIOR TO START! NG ANY WORK. 3, PROTECT lN PLACE ALL EXIST:NG lMP20VEMENTS, STRUCTURES AND UNDERGROUND UT!LIT;ES TO REMAIN. :JR THAT ARE NOT INDICATED TO BE DEMOLISHED. EXIST!l,G UTILITY SYSTEMS TKAT SERVE EXISTING BULD!NGS TO REMAIN SHALL BE PROTECTED iN PLACE OR TEMP:JRARY UTILI Ti SYSTEMS SHALL BE INSTALLED TO PROVIDE CONTINUOUS SERVJCE DURING CONSTRLICT!ON. 4. ALL ~XlSTJNG "DRY" AND IRRIGATION UTIUTIES SHOWN HEREON ARE =OR INFO,MATION PURPOSES ONLY. REFER TO ELECTRICAL. LANIJSCAPE, ANO PLUMBING PLANS AND APPROPRIHE UTILITY COWAN¥ PL,A.NS FOR ANY WORK ON OR WITH THESE UTIUTIES. DEMOLITION NOTES: (D ,RD!OVE WATER LINE AND APPURTENANCES. 0 REMOVE PRIVATE SANITARY SEWER. 0 REl'OVE ASPHALT PAVING. 0 REMOVE WHEEL STOPS. G) RDAOVE MODU:.AR TRAILER AND RAf,IPS. © REMOVE FENCE. 0 RE~WVE CONCRETE PAD 0 REMOVE PIPE BOLLARDS. 0 REMOVE STORM DRAIN. @ REflOVE SEDIMENT TRAP. @ REMOVE WASH BAY BUILDING AND APPURTENANCES. @ REMOVE TRAFFIC DETECTCR LOOP. @ Si'LVAGE GATE CONTROLLER, @ RELOCATE EMERGENCY 8ENERATOR. @ REMOVE LIGHT STANDARD. @ REMOVE RETAINING WALL @ REMCVE CONCRETE ?AVING. @ 'lCcOCAJE ELEC, FACILITES PcR ELEC. PLANS. @ RELOCATE CELLUcP,R COMM. FACILITIES BY OTHERS. @ RELOCATE EXISTING FUEL TANK AND i'UEUNG STATION. @ REMOVE EXISTING MODULAR BUILDING. @ RELOCATE EXISTING FIRE HYDRANT ASSEMBLY, @ TEMP. STORAGE TBR BY OTHERS. @ ~El!OVE PCC CURB AND GUITER. LEGEND AC PAVEMENT ,BR PCC PAVEMENT ,BR STAMPED PAVEMENT TBR ;i; CD I ..;;; ~ 0 ·"'-0 ~ '", \~ "-.. PARCEL APN 255-031-03 APN 255-040-56 PROJEC, AREfa,S GROSS AREA DISTURBED AREA 106837.19 S.F/2.45 ACRES 66320.51 S F/1.52 ACRES 352387 .69 S.F/8.09 ACRES 8451.93 S.F/0.19 ACRES ! 0 40' 80' - \ \. - I SHEET I CITY OF CARLSBAD I SHEETS I 1----+---f------------------'-----J---t---t---J ENGINEERING DEPARTMENT 1----+---+----------------+---,----t----i-----i GRADING PLANS FOR: OLIVENHAIN M.W.D. BUILDING D EXPANSION CIVIL SITE PLAN -PHASE 1 APPROVED: JASON S. GELDERT CITY ENGINEER RCE 63912 EXPIRES 9 30 16 DATE OWN BY: __ _ CHKD BY: __ _ DA TE INITIAL REVISION DESCRIPTION DA TE l INITIAL DATE INl11AL PROJECT NO. ~1.. __________________________________________________________________________________________________________________________ .!;;;;;;;;;~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:.1 ' OTHER AP 0 ROVAL CITY APPRC-VAL RVWD BY: I DRAWING NO . . C-102 ~--------ENGINEER OF WORK -------------·---------------------------------------------- [J ' I , . . . .. / : /'' PROPERTY LINE EXISTING WATER EXISTING RECYCLED WATER PROPOSED WATER EXISTING SANITA.RY PROPOSED SANITARY EXISTING STORM PROPOSED STORM LIMIT OF WORK / / / ' ' ---------w-- -RW--RY.I - -----------w-------- -ss--ss- -SS:-. -. -ss:- --SD-- ------------------------------ ' .• < BIOFILTRATION ';' BASIN 1 /•:. '"ii. ,_,,--~,'1'~~-::e::::::~:;;;,:>::> ~ .""~·;:;:;:~ .•. :~"c .. · .... , EXISTING BUILDING ".A" .--ELECTRIC FF=122.12 SWITCHBOARD --- TURF BLOCK !:~J~_~;~~~··;. :~ ..... ~i AC P/WING I i PERVIOUS CONC PAVING 1: 0L/Vf:NHA/N \ ROAD ----- PROPOSED BUILDING "D" FF=122.12 ·-"-·' -· ' ' \ ·, \ PROP. > MODULAR BLDG. -.. ! . - ............... ,,., :::::.::::::·:··•.,::::···:·· ........... . ........... ·.·~~;@ -'-.---'<~1: 'ss,x ./r \ . ~. \- \ \ I "' CJ .. ,--------w -----i:-----w------- \ i I CONNECT TO EXISTING X" WATER (OMWD) I . ' . ' ! C / .· ' ' BIORETENTION BASIN SUMMARY BASIN No. 'TYPE AREA (SF) SECTION* ! i BIOFILTRATIQN '11/ PARTIAL RETENTION 190 SECTION D 2 BIOFILTRATICN W/ PARTIAL RETENTION 280 SECTION D .3 BIOF!LTRATION '11/ PARTIAL RETENTION 4-10 SECTION D 4 BIOfllTRATfON W/ PARTiAL RETENTION 810 SECTION D 5 SIOFILTRATION W/ PARTIAL RETENTION 145 SECTION D I 6 BIO•ILTRATION W/ PARTIAL RETENTION 3'.! 5 SECTION D LINED NO NO NO NO NO NO 1----+---+-------------i----i---t---i-----i I SHEET I CITY OF CARLSBAD I SHEETS I ENG'NEERING DEPARTMENT ::====--===================:'...===::::; GRADING PLANS FOR OLIVENHAIN M.W.D. BUILDING D EXPANSION ClVIL SITE PLAN -PHASE 1 APPROVED: JASON S. GELDERT •, ,,.,. ·,.,_ ''·,.< ' ', ' -::·;:; <> LIMIT OF WORK ''~,,,.,, ,,:::·,~: ·-., "· ' . ' ---; ---- \, -i:'.)\ LEGEND PROPERTY LINE EXISTING WATER --II'---------- EXISTING RECYCLED WATER -RW--RW- PROPOSED WATER EXISTING SANITARY -ss -ss - PROPOSED S1'1NITARY . -SS: - . - . -SS, -. EXISTING STORM --s;:i-- PROPOSED STORM TURF BLOCK AC PAVING < BIOFILTRATION ·"BASIN 1 - PER~OUS CONC PA~NG EXISTING BUILDING "A,, FF=122. 12 ,, i ·-.,.~ ... -,r-··· OLIVENHAJN \ RO Ao ~,,as·---- / ----- PROPOSED BUILDING "D" FF=122.12 PHASE 1 \ \ EXISTING BUILD "8" FF=122.2 ------i PROPOSED BUILDING "D" PHASE 2 -~~,·--}'.~,,., 0 i- i \ - I '1 . I \j' -- \ ,, ' ,' \ \ ' --so-PERVIOIJS INTERLOCKING ... .,/ '{\ i CONC PAVERS l ··,, "'\ \ 20' 40' PROPOSED CONTOUR ---------xxx----------FILL SLOPE ' ' ' ' // ""' ' ' DATE ' ' \ \ / lNITIAL ENGINEER OF WORK REVISION ; / DESCRIPTION ' @ii ....... '"'"" ..... \·· ,,_ \ ,, ----\ I \ \ \ I Vl 0 \ I ~:,;: f ·) ' t• ' ' I I -I ,·0/ ·_ I I'' I ·-/ ·,_ I ,,', \J r ;I I.·-I '•,, ! /, ···--_Ii / I ·,_·z" .-_·· ... /l __ l f & I , -r;;J;_-j-I ~ ' '• 0:,_q ---I- -_,_! " !) ' ' -----------t ,1: '\ f I A1 • ..... / ,, I -- / '<= I I I I / I ' \ -------------,.-----w ---------!-------w -------- ,, I I I -& I I j J '/·· ····--·--& ' I BAS1N N ! TYPE AREA (SF) SECTION• LINED (i.) ,/ BlORETENTION BASIN SUMMARY 1 1, BIOFILTRATIDN W/ PARTIAL RETENTION 190 SECTION D NO 2 ! BiOFILffiATICN W/ PARTiAL RETENTION 280 \ SECflON D NO .3 BIOFILTRATICN W/ PART1AL RETENTION 410 SECTION D NO 4 BIO<ILTRATION W / PARTIAL RETENTION 81G i SECTION D NO 5 BIOFILffiATJON 'II/ PARTIAL RETENTION 145 SECTION D NO 6 BIOFILTRATION W/ PARTIAL RETENTION 315 SECTION D NO CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING PLANS FOR: OLIVENHAIN M.W.D. BUILDING D EXPANSION CIVIL SITE PLAN -PHASE 2 APPROVEu: JASON S. GELDERT CITY ENGINEER RCE 63912 EXPIRES 9 30 16 DATE DATE INITIAL DATE INlTi,il-,L OTHER APPROVAL CITY APPROVAL D'v'IN BY: CHKD BY: __ _ R\IWD BY: PROJECT NO. DRA\IANG NO. C-103 ---- ' () ' 'I/; I I I I I / OVERALL SITE PLAN PHASE 2 (ULTIMATE BUILDOUT} FOR REFERENCE SCALE l " =40 -0 II I I I I I N DATE . . \:'.:) • f ,. i~ f-1 ~""'.,-· Li i _,, f/ " i l : / fl.,, .~ r • < ' • ' i f • • • ,., i I j~ • ' I i f i f l • • --- CITY OF CARLSBAD Administrative Permit Case No . ..=.S"_.DLL? __c..l (,.:..._-_o_, ___ ~ Exibit No."Pl't -"Y '' Date REV I S I ON THE ARCHITECT, HB&A ARCHITECTS, INC. (HBA) HEREBY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE THE PROPERTY OF HB&A, AND WERE CREATED, EVOLVED AND DEVELOPED FOR THE USE IN CONNECTION WITH THE SPECIFIED PROJECT. THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL NOT BE ASSIGNED TO, USED BY, OR DISCLOSED TO ANY THIRD PARTY, FIRM OR CORPORATION, FOR ANY PURPOSE WHATSOEVER, WITHOUT THE WRITTEN PERMISSION OF HB&A. FILING THESE DRAWINGS WITH ANY PUBLIC AGENCY IS NOT PUBLICATION OF SAME AND NO COPYING, REPRODUCTION OR USE THEREOF IS PERMISSIBLE WITHOUT THE CONSENT OF HB&A. THE DRAWINGS ARE NOT TO BE CONSIDERED TO BE FINAL OR TO BE USED FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT. OL IVENHAIN MUNICIPAL WATER DISTRICT 1966 OLIVENHAIN RD. 9 2 0 2 4 ENCINITAS, CA A r C h t e C t s 240 MARKET PLACE ESCONDIDO, CA. 92029 (760) 738-8608 FAX: [760) 738-8619 E-MAIL: mol lbox@hbc-orchi lects. com DRAWING No. ,; W I S DRAWN NH CADD CHECKED MB F I L E NO. A0.1 C-18627 C~/Ja/17 PROJECT NO. l 5 1 6. 0 I v n OA DATE 06-28-16 H PLAN \ ) ' /.~"°":',,_ ? ) - I RELOCATED CULAR SECURITY '., GATE - ----------------- - -- filEMERbENOY 1GENERATOR : ~~~~---,-j PHASE 1 LIMIT OF WORK -- I I I I I , I I 7 , , , I _./' / _./' ---r I I I I I I I ,_ "'" ¢ a I I I I ,,, 1..-, -I / --- / / / , ----\ .... .... , ---- , , , , , , , , , -- '®. OLIVENHAIN ROAD PHAS MIT \ l OFWOR 100-YEAR FLOODPLAIN PER CLOMRDATED JUNE 2007 '$ ; ' ,' / /ff /'' \ 100-YEAR FLOODPLAIN P CLOMR DATED UNE 2007 .... ---- ; ; ; FIRE TRUCK HAM~RHEAD TURN~tUND ,;~ , I 7 I I I 19 P, 0 6 ct I I LU ii I I I I I I I I I I I I I I I ~ 0 :r u 2 ~ I CITY OF CARLSBAD Administrative Permit I --------------------------- CaseNo?DQ if,-01 Date (o/if(('1 APPROVED I I I nus IS THE APPROVED TENTATIVE MAP/SITE PLAN I FOR PROJECT NO, __________ PER CONDITION NO, ____ ,, __ _ PLA.;~NING DIVISION Dt\TF E)H'JlNEJ::ltlNG l)l\'ISIC))I I I OJ [lJ []] II] [[] [[] rn [[] []] [IQ] [II] Bl] ~ [HJ [j]] [ill [TI] [ill [J]] [2Q] [TI ~ ~ ~ ~ ~ [lll ~ ~ @Q] @TI @2l ~ KEYNOTES (E) SDG&E TRANSFORMER (N) CONCRETE FLATWORK PER CIVIL PLANS. (E) ELECTRICAL ROOM (N) CONCRETE WHEEL STOP, SEE DETAIL 3/A1.2 (N) ACCESSIBLE PARKING SPACE, SEE DETAIL 6/A1.2 (NJ LANDSCAPE PLANTER SEE LANDSCAPE PLANS -SEE CIVIL FOR LOCATIONS OF STORM WATER RETENTION AREAS (NJ 6" P.C.C. CURB PER CIVIL PLANS (NJ ACCESSIBLE SITE SIGNAGE, SEE DETAIL 1/A1.2 (NJ PARKING STALL TYP . (E) PARKING STALL TO REMAIN TYP. (NJ TRUNCATED DOMES FOR 36" CONTINUOUS IN DIRECTION OF TRAVEL, SEE DETAIL4/A1.2 (NJ VAN ACCESSIBLE STALL SIGNAGE PER CITY STANDARDS (NJ ACCESSIBILITY STALL SIGNAGE PER CITY STANDARDS, SEE DETAIL 2/A1 .2 (NJ 4" WIDE HIGHWAY WHITE PARKING STRIPING (NJ 4" WIDE BLUE TRAFFIC PAINT DIAGONAL STRIPING (N) PAINT ACCESSIBILITY LOGO IN BLUE TRAFFIC PAINT, SEE DETAIL 5/A1.2 (E) SITE TO REMAIN U.OH "TYP:' (N) A.G. PAVING PER CIVIL PLANS (E) TREE TO REMAIN PER LANDSCAPE PLANS (N) ACCESSIBLE CURB RAMP (N) MODULAR BUILDING AND RAMP (E) SDG&E HV TERMINAL CABINET TO REMAIN (N) SWITCHBOARD LOCATION (N) ELECTRICAL HANDHOLE (E) GENERATOR TO BE RELOCATED (E) SWITCHBOARD TO BE RELOCATED (E) TRANSFER SWITCH TO BE RELOCATED (N) PERVIOUS CONCRETE PAVING PER CIVIL PLANS (N) PERVIOUS INTERLOCKING CONG. PAYERS PER CIVIL PLANS (N) MECH. UNITS ON GROUND (N) TURF BLOCK -REFER TO LANDSCAPE DRAWINGS (N) TREE GRATE -REFER TO LANDSCAPE DRAWINGS (N) RETAINING WALL-REFER TO STRUCTURAL LEGEND _,,_,,_ ,_,,_,,_ ACCESSIBLE PATH OF TRAVEL AS DEFINED BELOW: ACCESSIBLE PATH OF TRAVEL AS INDICATED ON PLAN IS A BARRIER-FREE ACCESS ROUTE WITHOUT ANY ABRUPT LEVEL CHANGES THAT WILL BE GREATER THEN Y:, WHEN CHANGES TO OCCUR, THEY SHALL BE BEVELED WITH A MAX. SLOPE OF 1:2. LEVEL CHANGES LESS THAN A)(, MAX MAY BE VERTICAL, AND AT LEAST 48" IN WIDTH. SURFACE IS STABLE, FIRM, AND SLIP RESISTANT. THE MAXIMUM PERMITIED CROSS SLOPE SHALL NOT EXCEED 1:48, AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 5%, IF GREATER THAN 5% THEY MUST COMPLY RAMP REQUIREMENTS PER SECTION 116-402.2. ACCESSIBLE PATH OF TRAVEL SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM, AND PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM WALL AND ABOVE 27" AND LESS THAN 80". ARCHITECT SHALL VERIFY THAT THERE ARE NO BARRIERS IN THE PATH OF TRAVEL. I' 6 6 6 NC DATE REV I S 1 ON THE ARCHITECT, HB&A ARCHITECTS, INC. {HBA} HEREBY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE THE PROPERTY OF HB&A, AND WERE CREATED, EVOLVED AND DEVELOPED FOR THE USE IN CONNECTION WITH THE SPECIFIED PROJECT. THE !DEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL NOT BE ASSIGNED TO, USED BY, OR DISCLOSED TO ANY THIRD PARTY, FIRM OR CORPORATION, FOR ANY PURPOSE WHATSOEVER, WITHOUT THE WRITTEN PERMISSION OF HB&A. FILING THESE DRAWINGS WITH ANY PUBLIC AGENCY IS NOT PUBLICATION Of SAME AND NO COPYING, REPRODUCTION OR USE THEREOF IS PERMISSIBLE WITHOUT THE CONSENT OF HB&A. THE DRAWINGS ARE NOT TO BE CONSIDERED TO BE FINAL OR TO BE USED FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT. OLIVENHAIN MUNICIPAL WATER DISTRICT 1966 OLIVENHAIN RD. ENCINITAS, CA 92024 A r c h t e c t s 240 MARKET PLACE ESCONDIDO, CA. 92029 (760) 738-8608 FAX: (760) 738-8619 E-MAIL: mai lbax@hba-or~hitects.com C-18627 0~/30117 DRAWN CHECKED NH MB CADD F I L E NO. PROJECT NO. 1 5 1 6. 0 I v n QA DRAWING Al No. .0 DATE SITE PLAN PHASE 06-28-1 6 ~ C ~ :;:; • I ./ J ('""\ ( ), .. ,.,\..,_~ ---- 100 -YEAR FLOODPLAIN PER CLOMRDATED JUNE 2007 ...... ' ... -· . ..,._ · . ... . -' ' I 7' I I \ 100 -YEAR FLOODPLAIN P CLOMRDATED UNE 2007 ----- I I I I I I I I I I I I I I I I I I I I I ' a 6 er ft! I ~ 2 I 0 0 :r: () 2 : I I CARLSBAD I --------------------------- Case No. "J Qe=\=;-,{,,-::-01:------.::ru:lr-,,-- ------·,, ,:,, _ ''Y" Date to/ t1-(l& Exibit No. 1" • APPROVED I I I I THIS IS THE APPROVED TENT A TTVE M.AP!SlTE PLAN I ' FOR PROJECT NO._____ PER CO!--iDITfON NO. __ PLi\NNlNG-I)IVISI()N DATE ENGINfER.fN(i DlV!$J(IN 'DATE I I' KEYNOTES SEE PHASE 1 SITE PLAN FOR INITIAL SITE WORK EXISTING SITE TO REMAIN U.O.N. "TYP." (N) CONCRETE FLATWORK PER CIVIL PLANS. (N) LANDSCAPE PLANTER SEE LANDSCAPE PLANS -SEE CIVIL FOR LOCATIONS OF STORM WATER RETENTION AREAS LEGEND ACCESSIBLE PATH OF TRAVEL AS DEFINED BELOW: ACCESSIBLE PATH OF TRAVEL AS INDICATED ON PLAN IS A BARRIER-FREE ACCESS ROUTE WITHOUT ANY ABRUPT LEVEL CHANGES THAT WILL BE GREATER THEN Y," WHEN CHANGES TO OCCUR, THEY SHALL BE BEVELED WITH A MAX. SLOPE OF 1:2. LEVEL CHANGES LESS THAN A Y," MAX MAY BE VERTICAL, AND AT LEAST 48" IN WIDTH. SURFACE IS STABLE. FIRM, AND SLIP RESISTANT. THE MAXIMUM PERMITTED CROSS SLOPE SHALL NOT EXCEED 1 :48, AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 5%, IF GREATER THAN 5% THEY MUST COMPLY RAMP REQUIREMENTS PER SECTION 118-402.2. ACCESSIBLE PATH OF TRAVEL SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM, AND PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM WALL AND ABOVE 27" AND LESS THAN 80". ARCHITECT SHALL VERIFY THAT THERE ARE NO BARRIERS IN THE PATH OF TRAVEL. L L L NC DATE REV I S I ON THE ARCHITECT, HB&A ARCHITECTS, INC. (HBA) HEREBY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE THE PROPERTY OF HB&A, AND WERE CREATED, EVOLVED AND DEVELOPED FOR THE USE JN CONNECT10N WITH THE SPECIFIED PROJECT. THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL NOT BE ASSIGNED TO, USED BY, OR DISCLOSED TO ANY THIRD PARTY, FIRM OR CORPORATION, FOR ANY PURPOSE WHATSOEVER, WITHOUT THE WRITTEN PERMISSION OF HB&A. FI LING THESE DRAWINGS WITH ANY PUBLIC AGENCY IS NOT PUBLICATION OF SAME AND NO COPYING, REPRODUCTION OR USE THEREOF IS PERMISSIBLE WITHOUT THE CONSENT OF HB&A. THE DRAWINGS ARE NOT TO BE CONSIDERED TO BE FINAL OR TO BE USED FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT. OLIVENHAIN MUNICIPAL WATER DISTRICT IVENHAIN RD. 1966 OL ENCINITAS, CA 92024 Ar c h t e C t S 240 MARKET PLACE [760} 738-8608 ESCONDIDO, CA. 92029 FAX: (760) 738-8619 E-MAIL: mai lbox@hba-arch i !eels. com • w ' , C-18627 06/JD/ll DRAWN CHECKED DRAWi NG No. XXX XXX A 1.1 CADD FI LE NO. XXX. XXX.XXX PROJECT NO. 1 5 1 6. 0 I v n OA DATE SITE PLAN PHASE 2 06-28-16 9 1/4" 12" MINIMUM WIDTH APPROX. 314" EXCEPT APPROX. 1 112" ON SLOPING PORTION OF RAMP. GROOVING DETAIL A 1 . 2 SCALE:3/8"= 1 '-0" 1 0 Al . 2 l l A 1 . 2 0 0 ...., CJ 00 0 0 0 12" N.T.S. -----A.C. PAVING 8" ~-1/2" RADIUS ON CONCRETE ~-TACK COAT PAVING TO CONCRETE • • CONC. SLAB, PART OF SITE CONTRACT UNLESS NOTED OTHERWISE ON SITE PLAN ' ~-#-~ff~-'-..-_-_-.. . " ,· ' COMPACTED BASE PER SOILS REPORT FLUSH CONCRETE CURBING DETAIL SCALE:1-1/2"=1 '-0" 6 ACCESSIBLE~ PARKING STALL SIGNAGE, SEE DTL. 2/A1 .3 ----- 3'-0" 4"WIDE BLUE PAINT TYPICAL 9'-0" ACCESSIBLE 9'-0" ACCESSIBLE~ PARKING STALL SIGNAGE, SEE DTL. 2/A1.3 ----- THE WORDS "NO PARKING" TO BE PAINTED IN WHITE WI 12" HIGH LETTERS 9'-0" PARKING STALL Al. 2SCALE: 3/16"=1 '-0" 7 r--VEHICLE OVERHANG -'le----__ / __ ------- 1:, ' N I l I t -'lc------' I 8'-6" ---------- £'"00,0COM,,o ! "'I ~ 4" WIDE PAINT jiV STRIPING PER ii CITY SPECIFICATIONS 8'-6" T i I ;; I 1 l !. PARKING STALL w/CURBING A 1 . 2 SCALE: 1 I 4' = 1 ' 0 II 1 CONCRETE SIDEWALK: -·-·------_ -··-~·• MIN.4'x4' LEVEL LANDING SLOPE MAX. 2%, SEE ---;--: @ TOP OF RAMP BUILDING PLANS. , 5'-0" SIDE FLAIRES: -~ MAX. 10% SLOPE. MEDIUM BROOM FINISH. BOTTOM OF RAMP: CONCRETE CURB FLUSH WITH PAVING® ' 6'-0" BORDER: 12' WIDE WI 114" DEEP x 1/4" WIDE GROOVES@ 3/4" 0.C. TAPERED CONCRETE 8 CURB ~ ~---CONCRETE RAMP: MAX. 8.33% SLOPE. HEAVY BROOM FINISH. ~-----TRUNCATED DOMES PER DETAIL E9 NOTE: • RAMP & SLOPES MUST COMPLY WI CBC REQUIREMENTS. 1. SURFACE SHALL BE STABLE, FIRM, SLIP-RESISTANT AND OF CONTRASTING FINISH FROM THAT OF ADJACENT SIDEWALK -TYPICAL. 2. SEE BUILDING PLANS FOR SIZE AND LOCATIONS CONCRETE CURB RAMP DETAIL 2 SCALE:1/4"=1 '-0" ·--------- PAINT STRIPING PER PLAN ( 4' LONG CONC. WHEEL STOP ~ wlREINF. PER MANUF. ~~>---__ o:::::::::::::o::::::::::::o::~ RECOMMENDATIONS ~-----------------"' NOTE: . . . l l ALL WHEEL STOPS TO BE ·• • PLACED ON DRIVERS SIDE j, 6" 0 4._0, ,-~O_F_S_T_AL_L_TY_P_. -----~ 3 PLAN VIEW TOP OF PARKING LOT FINISH SURFACE FRONT ELEVATION WHEEL STOP 7" . II II II r THIS DIMENSION POINTS 2'-0" 2'-0" FROM EDGE OF STALL, BLDG, OR PROPERTY LINE U.N.0. / /' / ./ .// INSTALL ANCHORS PER MANUF. INSTRUCTIONS SIDE ELEVATION Al.2 SCALE:3/4"=1'-0' 4 A 1 . 2 5 2. II A rt TILE JOINT ----, TAPERED EDGES WHERE EXPOSED .45" DIA. at top 2.35" ~ .9" DIA.at base Apart Section T R U N C A T E D A-D'O M E S SCALE:%"=1 '-0" 3'-0" NOTES: 1. PROVIDE YELLOW COLOR #33538 PER FEDERAL STD. 595B 2. PROVIDE 5 YEAR MANUFACTURERS WARRANTY -----1--2" WIDE WHITE REFLECTORIZED PAINT STRIPING -----1--BLUE BACKGROUND NOTES 1. SYMBOL PAINTED HIGHWAY WHITE (TWO COATS). 2. BACKGROUND PAINTED BLUE OR EQUAL TO COLOR #15090 IN FED. STD. 595A 3. STENCIL ON SYMBOL ONTO PARKING SURFACE IN EACH ACCESSIBLE STALL. 4. LOCATE PER ACCESSIBLE PARKING STALL DETAILS. DISABLED PARKING SIGNAGE Al. 2 SCALE: 1 "=1 '-0" . 1 C," .s " " -CC rn ~ -o "' "' "= ~ rn u. ,: - ---.2 .E - - CC ~~ b ki ~"' THIS DETAIL IS TO SHOW MINIMUM DIMENSIONS AND REQUIRED TEXT SEE PLAN FOR ACTUAL LOCATIONS THIS SIGN SHALL READ IN 1" HIGH LEITERS: "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHED PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT OR BY TELEPHONING ---- 2 112" SQUARE STEEL TUBE RECLAMATION SITE AND TELEPHONE NUMBER TO BE DETERMINED BY OWNER SIGN TO BE POSTED IN A CONSPICUOUS PLACE AT EACH ENTRANCE TO THE OFF STREET PARKING FACILITY SIGN SHALL COMPLY WITH CALIFORNIA BUILDING CODE TITLE 24 PART 2 SECTION 1129.84 (1" MIN LEITERS) ACCESSIBLE S I T E SIGNAGE Al. 2 SCALE: l /2"=1' -0" 2 A 1 . 2 17" MIN. MOUNT SIGNS WI (2) ts" DIA. CARRIAGE BOLTS WI PEENED THREADS INTERNATIONAL ACCESSIBILITY SYMBOL: OCCUPANT IN WHITE ON DARK BLUE BACKGROUND L THIS SIGN SHALL READ: z (A) "PARKING ONLY'' ~ xxxxx (B) "PASSANGER LOADING ZONE ONLY'' 11----J" WIDE WHITE BORDER ;; • (A) THIS SIGN TO READ: "MINIMUM FINE $250" (A) THIS SIGN TO BE ADDED WHEN STALL IS VAN ACCESSIBLE TO READ: 'VAN ACCESSIBLE" ,__ __ 2 112" SQUARE STEEL TUBE ACCESS SIGN SHALL CONFORM TO THE FOLLOWING: 1. REFLECTORIZED OF PORCELAIN STEEL WITH BEADED TEXT OR EQ. 2. CORNERS SHALL HAVE AY," RADIUS 3. AREA OF SIGN TO BE A MIN. OF 70 SQ. IN. 4. SIGN MAY ALSO BE CENTERED AT THE INTERIOR END OF PARKING SPACES. 5. THERE SHALL BE AN UNOBSTRUCTED VIEW OF THE SIGN FROM THE PARKING STALL 6. SIGN BACKGROUND SHALL BE BLUE 7. VAN ACCESSIBLE SPACES SHALL HAVE AN ADDITIONAL SIGN "VAN-ACCESSIBLE" MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY, SEE ELEVATION ABOVE. 8. IN ADDITION, THE SURFACE OF EACH ACCESSIBLE SPACE IS REQUIRED TO BE MARKED WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. B L E STALL SIGNAGE SCALE: 1/2"=1' -0" NODA TE REV I S I ON THE ARCHITECT, HB&A ARCHITECTS, INC. {HBA) HEREBY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. ALL !DEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE THE PROPERTY OF HB&A, AND WERE CREATED, EVOLVED AND DEVELOPED FOR THE USE IN CONNECTION WITH THE SPECIFIED PROJECT. THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL NOT BE ASSIGNED TO, USED BY, OR DISCLOSED TO ANY THIRD PARTY, FIRM OR CORPORATION, FOR ANY PURPOSE WHATSOEVER, WITHOUT THE WRITTEN PERMISSION OF HB&A. FILING THESE DRAWINGS WITH ANY PUBLIC AGENCY IS NOT PUBLICATION OF SAME AND NO COPYING, REPRODUCTION OR USE THEREOF lS PERMISSIBLE WITHOUT THE CONSENT OF HB&A. THE DRAWINGS ARE NOT TO BE CONSIDERED TO BE FINAL OR TO BE USED FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT. OLIVENHAIN MUNICIPAL WATER DISTRICT 1966 OLIVENHAIN RD. ENCINITAS, CA 92024 Arch t e C t S 240 MARKET PLACE ESCONDIDO, CA. 92029 (760) 738-8608 FAX: {760} 738-8619 E-MAIL: moi lbox@hbo-archi tee ts. com "!c 'II ' s C-18627 D ! I 3 D I 1 7 DRAWN CHECKED DRAWi NG No. CADD Fl LE NO. PROJECT NO. A 1.2 1 5 l 6. 0 I v n OA DATE SITE DETAILS 05-02-16 --------- ; ...... J····· FINANCE MANGR .... ... ............ ...... iJ FIN. ANALYST ===,a;;:c:::::;,:··:::···:::····: :::::o·:··· ACCT1 ACCT1 ... i' //' :;: :-;, ____ _ ·········--" -~~~-~-o-·-•~~o~~~-~~-- '--------,,----'·· (·H-tHt\ . .------1 ········----.. ----- PUB.AFF. ~ c 11··· ... MiJ;~S ~ . ~· SUPR. H ,,., '" l;; ... ············----~u----.---------_ r,__...~---····-····=····=··=··====== ACCTSUPR ii C.S.STOR. !L1c .. =="- 1il I3 H = :q br.===== ___ ._i,1 ... _ • .. ,r rr,~111 TEMP OFFICE !1 ii ........ J~:.·· •.••. G____ u C.S. MNGR ED.ICONS. COOR. c.s. 1 ! ! >···-···,aa· == i OPS. MNGR. OPS.SUPR. CONF. OPS. SUPR. • • "' / ...... "' SYS.ADMIN ,1 I SAFETY I RISK • I:" . I.: Li Li · .••• ! •• .. -----·" . ·:: :: / :;.......-"' DEPT.ASST. .... 11 ..................... tclSTING :: ................. :. ; 1·-'°'I.T. COORD. ; ' CUBICLES TO . • REMAIN :: ·············.·'. ~~\ ..... r-w···o·i !. '';': l ·,·,·; ''wdMEfli·s \_ iii ~gg~~~ ·:1 R-E-MAIN .. .i W. 1! !! I~. ~--1 ~-' : ; ....................... ··-···-···:··-··-' .... .l EXISTING CUBICLES TO REMAIN D i I~ Jr\.!h___,, ·--···-"J::. : ... ~ ti=======cc::::=!,;:,~ ::-:·::.:::.:.·::::.:·::.:::.:.' .. ::::•::·:.· .. · .. ·.:.::.: ·::: ·:·!.·.:.:.::.:. :.:.:.:.:.:.: .. :.: .. · .. ·.:.'.':: ..... -... ;:··:··'':·.·:.·.:.·:.·.·.·:.·:::· : ;:r:==~::::::·::::C:l::::::::'F" '''.:;::::i......~--'1:::·:·:·:~ ..... ,,,, . .,., ......... , ...... ···--................................. ~-+, CONF. A6.1 P 4 ACCT1 PRJ.ACCT2 A6.3 P 4 b·················· -~··-4--. ===--= I.T. SUPR ------··-··--------"'''' [, STOR. I ii [L/; i [ :i' COMPUTER :..a===.:--,c·--: J_':=;:_J ! HARDWARE ;; ,i ,i UTIL. 1 c.s. 1 LOBBY UTIL. 1 C.S.1 ACCOUNTING RECEPTION ENGINEERING COUNTER 0 MEDIUM CONFERENCE ROOM 1\5 ,, .' ·. ·< BREAKROOM TO REMAIN BOARDROO STORAGE 1 l) •; '.·-: ', . -, : 0 , : b .. , . -,. : -~,;,o.rJ . '.. -, oo,;,.,,.... . ,ow'-' · · -, W'-.J[J , .. I A6.5 P 6 D ::>ooCObO ·:,· _··· 90-q(jOi:f : .. · , · · · · cCO · · · Oot; · -· · · .· . "If-----'-'---. ·. coo . :. . : . . Ooo . ·. •· ·-. ~ao\JP, •--· OtJoo;.;.: -_-. ·-· Ov O O . '-.J[J" -• . ·. 6oP? • ... : :r;roo0 -:.-. : -· .. 0 , · ·. · · :BOARD ROOM. · . · · · · 0 · ,fl--,-,-----~ . ·_: j_ 12 j-·.·• . . . . :. , ·. ·1900 'SP' . : ··. ·.'ON .. · . · .. , · . ·.· ' · c . . ·. DN-. , · D . -. ' ~ '· -. D 3 3 A6.3P A6.1 P DN DN ENG --------------------------------------------c-------~·-····-·····----·-··· MODULAR2 ENG G.M. c.s. c.s. -------------I MODULAR3 I ...... FINANCE H.R. NEW WING AND BUILDING A REMODEL -FLOOR PLAN ~-----------------------------------------------------~P~H~A~S~E=--!_1.....:._!P~LA~3~:~:~~~:~~'......,(i) -----·"~~ NO. EXISTING CUBICLES TO REMAIN REVISION SCHEDULE DATE REVISION D ' ' ' ' ' . ' ' ' ' ' . ' MODUµR1 OFIS ' ' . : . ' . . . . . . ' • . ' . • . . • ' . ' ' ' ' ' . ' ' ' . ' ' ' ' ' • ' ' ' ' ' . . ' ' . ' • . ' ' A6.5P ~~~y;~~~T•T;~,~ HB.'I.A ASCHITECTS, INC I e&A/ HER!cOY RicSERVES ITS COMMON AW ~" ~"~ OTHER ?<OPERTY P.IGHTS LL IDEAS, DESIGNS, ARRANGEMEl-i"S ND PLA.'-13 IND\CATEcl OR REPRESENTED BY THESE D AWING$ ARE OWNED BY A.'-10 A1aE E PROP:RTY O!' H3&A. AND WE<E CREATED vo,vED AND DEVELOPED FOR THE u e IN CONNE~CION WllH THE SFECIFIE;O PROJE: TKI: IDEAS, DE:SIG"<S. ARRANGEMENT OR PLANS SHALL NOT eE ASSIGNED TO, \.JSED BY, R Dl~CLOSED ~o ANY ~HIRD PARTY. FIRM OR CORPORATION, FOR ANY PUP.POSE WH TSOEl/cR WITHOUT THE WRIT~EN PERMISS:ON Of ~B&A <i.ll'<G THESE DRAWINGS WITH AV PUBLIC AGE'.CY IS NOT PUBLICATION CF SAME Al'-0 NO COPYiNG REP<ODUCTION OR us THER(Of IS PE<MISSABLE w,rHOUT THC COt<5ENT OS HB&A THC D,Aw;"'GS ARC NCJT TO Bt CONSIDERED TO BE F NAL OR TO BE USED FOP. CONSTRL·C~ION ue..-; ( SIGNi:D BY THC l\ffCl"lfECT OLIVENHAIN NEW AND REMODELED OPERATIONS AND ADMINISTRATION FACILITIES PLANNING SUBMITTAL A r c h t e C t S 240 NORTH MARKET PLACE ESCONDIDO, CA 92029 PHONE: (760) 738-8608 FAX: (760) 738-8619 < < " EMA I L : ma , I b a x@ f-, b a -o r c: f-, i t e c: t s c om C • ' C . 1 8 6 2 7 J0/3C/17 DRAWN CHECKED Author PROJECT NO . -'·'·---A2 .4 P DATE 05.16.16 SHEET NAME PHASE 1 PROPOSED FLOOR PLAN PLANNING z A6.2 P 4 A6.4 P 4 ---------------~--~-... :=-..... -..... :.:·.=·==-... -... -. -:-.. -.=-··------... -.. -.. -_.--··-··-····----··:···::·:·====: .... :=::; FINANCE MAN GR /.·: ... :::.::.::.:::.: [/: FIN. ANALYST CONF. 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HT AND 07HEI PROPERTY R GHTS AL, IDEAS, DEsrGNS, ARRANGEMENTS ANO PLANS '" " ED OP-P-1:P~ESENTED BY~ !:SE 0.!AWIJ,;0$ ARE OWNED BY AND AiE THE no " Y Of HB&A, A"'D WEP-E CRATED, EVOtVEO AND OEVl:lOPED FOS: Tc!E IJSE IN cors: " ON Wl7n T"E s•ec, Fl ED ROJECT THE l~EAS, DESIGNS, ARRANGEMENTS OR PLAN5 "' ' OT BE ASSIGNED 70, LJSED HY, OR ;)ISCLOSED TO A'IY THIRD ?A<~Y. fl RM OR COR °' TION, co, ANY PURPOSE WHATso:vE• WITHOUT THE WRITTEN PESMISOION OF H B & IL NG T-IESE ~RA\\'INGS 'NITH ANv PUO,.C AGENCY'S NOT PUO(ICATION OF SAMO Ar<D NO COPYING, REPRODUCTION Oil LSE THEREOF IS PERMISSABLC WITrlOUT TKE COr<SENT 0,0 HB&" THE DRAWINGS ARC NOT TO BC CO"ISIDESED TO BE FINAL OS TO BO USED FOR CONS7~UCT ION UNT, L SIGN!D 3Y THC ASCrllTECT OLIVENHAIN NEW AND REMODELED OPERATIONS AND ADMINISTRATION FACILITIES PLANNING SUBMITTAL Ar c h t e C t S 240 NORTH MARKET PLACE ESCONDIDO, CA 92029 PHONE, {760) 738-8608 FAX: (760) 738-8619 EMAIL: mailbox@hba-architecfs_com DRAWN CHECKED Author PROJECT NO. ,11--' ·' ·------1A2 . 5 p DATE C-18627 06/3~/17 05, 16. 16 SHEET NAME PHASE 2 ULTIMATE BUI LDOUT PROPOSED FLOOR PLAN PLANNING .o,zi:sr..:::u1CJ 4:Ul:ti!:.l rlM 0 ' n ,. < on : 00 '~ N ~ _.,v, 0 ~ ' -~ .. ~ 0 I .. -, m mlo. ..... 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Jt 1.1i:t.,L t , , ... ,:t·, fr•+:JftH:fUSi,J_U_lr},..,_J·.:_\(J" .;:; .. _:.;.~g-.'~.~,-J,1::·- s.::;nn1ti,:r;;:;t::t?:t11s.:ri1tr,1:::-:l[jgf[gnJifftf:!fr.t{{if(]j}'. i''. ;,>-, :r-'"J-_, -• ,. tit't:t11f::1t;i:1qt:t:tit,U':n:i~-,.,_,,_,_,,.,,, .. ,, ,, ,:-: . ' •: '· .. \..-. ..).._ '-· r ..... .,... -"'<~ ..,...,. ..I.,..!,.,' . .i.. . ...1.,-~ • .1...4 ..,., . -c-,._ ' . ._,,..... ··=-f'· ... '-· .-'· ·-' .:.1... ~ 131/2" I 1'-0" . .,,.. . .:..r· .,,...., ..i.-1.,..i,-J.,.l, ..... ....... .,.._.,..,._...;.... ;.,_.r . .,_.,,,..~_.\.. ~- ~,' ~,.·~";"" ' -r· ::: . ·"r"· -- '··;,/'·<ii :~ :~ ' : I·"''. 2 2 2 2 REVISION SCHEDULE NO. DATE REVISION N EB KEYNOTES EXJSTING CONCRETE "S" TILE ROOF TO REMAIN NEW CONCRETE "S" TILE ROOF TO MATCH EXISTING. COLOR SIMILAR TO FRAZEE "BAJA" CL 1484M EXISTING MECHANICAL WELL AND CONDENSING UNITS TO REMAIN -ALL UNITS UNDER PARAPET HEIGHT :HE ARCH1~u::r. ~B&A ARCKITECTS, lNC ( B&AI HEREBY RCSERVES ITS COMMON LAW COPYRIG~T AND OTHCR PROPEil" RIGHTS L. IDEAS, DES:GNi, ARRANGEMENTS AND PLAN5 NDICATED OR P.EPRESEN"ED BY TH1:SE D -'WINGS ARE OWNCD ET AND A~E ThC PROPERTY OF H2&A, AN:J WERE C~E-'Tf:J, VOLVED AhD DEVELO"ED FOR THE USE IN CONNECTION WITH THE SPCCIFIED PSOJECT THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SMALL NOT BE ASS,GNED 10, USED BY, OR DISCLOSCD TO ANY -HIR:J PAR•V Fl?-M OR CORPOR,.TION, FOP. ANY PURPOSE WHATSOEVCR WIT"'iOUT THE WRITTEN PERMISS'ON o< HB&A Fl LING THESE DR-'WINGS W' TH ANT •UBL IC AGENCY IS NOT FUBL ICA~ ON OF SAME "ND NO CQPVING. REP<ODUCTION OR USE THEREOF IS PEllM S""BLE WITHO'JT Ti-,E CONSENT OF HO&A T~E DllAWlr'G5 ARE NO~ TO BE CO>JSIDE~ED TO BE f,NAl QR -o BE USE:> FO~ CONSTRUCTIO>J U'iTll OIC:SNE:J BY THE ARCHITCCT OLIVENHAIN NEW AND REMODELED OPERATIONS AND ADMINISTRATION FACILITIES PLANNING SUBMITTAL A r c h t e C t S 240 NORTH MARKET PLACE ESCONDIDO, CA 92029 PHONE. (760] 738-8608 FAX, (760) 738-8619 EMA I l moilbox@i1bo-orchitects.com DRAWN CHECKED Author PROJECT NO. 1---' • "----1A4. 2 p DATE OS. 16. 16 SHEET NAME ROOF PLAN PHASE 2 ·------- 2 <( co -co "' oj "' -0 N "' -"' EXISTING 2ND FLOOR 11' -311 ,a, Level 1 ...-u~o'-0" -- 3 : ;. u " -·~-r_~_·: . • L • a . l~_-Jc·--····"··· ----· 3 -.. · . ,.. " ,·,•--'-----••-•'-••••••-•••• ·,, •·•••••-•••-•••-M••• EXISTING 2ND FLOOR 11' -3" r··· + ~Level 1 ~ 01 -on 1 4 4 4 1 4 6 4 4 1 4 PLANNING NORTH -PHASE 1 CD -------------------------------------~1 ~ ->-I l'.> "' b uJ N I ro w -ti: _, 0. 0 12 2 7 2 3 ' ' ' ' ' ' ' ' ' ' . - ---------------. ------. ---,, ___ ---'-'-~- 3 '1: "' t; a, EXISTING 2ND -"' FLOOR ..,_ ro -~ + N 11' -3" + 9 4 1 4 3/32" = 1 '-0" 3 9 12 ~ t:! "' a, - "' ro ..,_ N + ..,_ + Le el 1 O' -011 PLANNING EAST -PHASE 1 ® ----------------~2 5 6 '1: -N "' 1 7 3/32" = 1 '-0" PHASE 1 3/32" = 1 '-0" ~ >--I 0 ,2 "' w I N "' w ti: _, 0. Level 1 01 -0" ® Level 1 O' -0" ~ PLANNING SOUTH BUILDING A PHASE 1 ® ------------6 3/32" = 1 '-0" PLANNING WEST -PHASE 1 0 ------------------------------, 4 3/32" = 1 '-0" THE ARCHITECT HSSA A'lCHITECT5, INC 1-B&Ai HC:/E8 Rl:Sl:~Vl:S IT$ COMMON LAW COPYSIGHT ANO OTKES PSOPERTY RIGHTS Ale IDEAS, ESl<;SNS, AP.•ANGEMENTS h'•D ~cANS INDICATE:> o, ~E"RCSENTED ay THESE D~AW NGS AR OWNED BY AND A?.E THE PROPERTY OF HS.SA, ANO WERE CREATEO, EVOtVCO AN 01:VELO?ED Fa:>R THE .;SE IN CO'INECTION WITH THE SPECli'l(O P<o;ECT "TH: IDE:A o:SIGNS, ARRANGEMEN~S OR PLANS $HALL r.OT SE A5SIGNCJ ~o. wSCD av, OR OISCLOSEO TO ANY THISD PAP.TY FIRM OR KEYNOTES OJ 0 [TI GJ 0 [I] [I] m 0 ~ [DJ @] STUCCO· FRAZEE "DORN IX" CL2722W -TYP. EXISTING CONCRETE "S" TILE ROOF TO REMAIN NEW CONCRETE "S" TILE ROOF TO MATCH EXISTING· COLOR SIMILAR TO FRAZEE "BAJA" CL 1484M NEW BRONZE ANODIZED ALUMINUM STOREFRONT WINDOW DOOR PAINTED· FRAZEE "WRINKLE" CL2724D FASCIA (EXISTING IS WOOD· NEW TO BE STUCCO)· FRAZEE "MUD PUDDLE" CL2645A NEW PILASTER ARCH I ELEMENT ON EXISTING BUILDING· STUCCO· FRAZEE "DORNIX" CL2722W NEW PILASTER ARCH· STUCCO· FRAZEE "DORNIX" CL2722W EXISTING BRONZE ANODIZED ALUMINUM WINDOW TO REMAIN MODULAR BUILDING IN FOREGROUND NEW STONE TILE ACCENT EXISTING UNITS IN MECHANICAL WELL TO REMAIN REVISION SCHEDULE NO. DATE REVISION -. -·------------------------~ CORPOR,'\T•ON FOR ANY PUP.F05E WHAlSOEVES WITHOUT THE Wi!ITTCN PEPMCSS•:)N Of ~S&A fllll'<G T1ESE DRAWINGS WITH ANY P'JBLIC AGENCY IS NOT ?lJBl:CATION OF SAME AND NO COPY N(o, REFSODUCTION 0! USE T1ERE0f IS PE,MISSABLE WITHOU7 THE CONSENT Of 1-1:l~A THC DRAWINGS ARi: >.JOT TO BE CONSIDERED TO BE FINAL OR TO BE VSi:D FOR CONSTRUCTIO!', sl"71L SIGr-.:CD BY THE ARCHITECT. OLIVENHAIN NEW AND REMODELED OPERATIONS AND ADMINISTRATION FACILITIES PLANNING SUBMITTAL Ar c h t e C t S 240 NORTH MARKET PLACE ESCONDIDO, CA 92029 PHONE (760] 738-8608 FAX, (760) 738-8619 EMA I L , mo , I b o x@ h b o -o r c h i t e c t s . c om DRAWN CHECKED Author PROJECT NO. .--' · " _ ___,A6. 1 P DATE SHEET NAME EXTERIOR ELEVATIONS PHASE 1 :', <( Q? N io "' "' <O -G N <O -<O EXISTING 2ND FLOOR 11' -3" rill, Level 1 -u""l-'co;,"· -o" -- ITYP 4 4 4 PLANNING SOUTH BUILDING A -PHASE 2 ® ~~~~~~~~~~~6 3/32" = 1 '-0" ~.·.·.2···· .. ·.···TY· P. JT .. Level 1 O' -O" PLANNING NORTH -PHASE 2 CD ~~~~~~~~~~~~~~~~~~~~~~~1 3 4 8 4 4 4 3 6 4 1 3/32" = 1 '-0" Level 1 Ill"\ O' =;_ O"'" ~\.Jff._ PLANNING EAST -PHASE 2 ® ~~~~~~~~~~~~~~~~~~~~~~~~~~---2 ..,_ + 11' -3" 3 6 3 4 8 4 1 4 3/32" = 1 '-0" Level 1 O' - 0 11 PLANNING SOUTH -PHASE 2 ® ~~~~~~~~~~~~~~~~~~~~~~~~~3 l )1 "' N 3/32" = 1 '-0" --"'--"-'-~-=--"k-Level 1 1fO O' --0~,~, --1\J,-. .. PLANNING WEST -PHASE 2 0 ~~~~~~~~~~~~~~~~~~~~~~~~4 Tl'E ~CH•TCCT HB&A ARCt-lTECTS. ,NC iHS&AI HCP.ES RESERVES ITS COMMON AW COPY ,GHT AND OTHER •RO?ER~V RI Hrs. ALL l:>EAS, ESl<;SNS, ARRANGEMENTS ND PLANS KEYNOTES OJ 0 [TI [I] 0 IT] IT] [I] [I] STUCCO -FRAZEE "DORNIX" CL2722W -TYP. EXISTING CONCRETE "S" TILE ROOF TO REMAIN NEW CONCRETE "S" TILE ROOF TO MATCH EXISTING - COLOR SIMILAR TO FRAZEE "BAJA" CL 1484M NEW BRONZE ANODIZED ALUMINUM STOREFRONT WINDOW DOOR PAINTED -FRAZEE 'WRINKLE" CL2724D FASCIA (EXISTING IS WOOD -NEW TO BE STUCCO) - FRAZEE "MUD PUDDLE" CL2645A NEW PILASTER ARCH I ELEMENT ON EXISTING BUILDING- STUCCO -FRAZEE "DORNIX" CL2722W NEW PILASTER ARCH-STUCCO-FRAZEE "DORN IX" CL2722W EXISTING BRONZE ANODIZED ALUMINUM WINDOW TO REMAIN 3/32" = 1 '-0" REVISION SCHEDULE NO. DATE REVISION IND: ATEc> OR REP<ES0N1ED a~ Tt-SE DRAWINGS />.;! OWNE;D 6Y AND ASE T E PROP RTY 0" H3&A AN:J WERE CSE TED, EVOLVE:> ,u, DEVl:LOPED fOR THE V E IN CONN CTION WITH THE SPEC:flfD P OJECT THC IDEA DESIG/>.S ARRANGEMENT OR PLANS SHAL NOT CE ASSIGNED TC, USED Y, oa D15C'.CSED TO ANY :HIRD PARTY FIRM or. CORP RATION FOR ANY P'JRPOSE Wl'-ATSOCVER WITHOUT THE W!ITTSN PERM S510N OF PO&A Fi(ING THESE DR .. WINGS w,rr ANY PUBLIC AGENCY IS NOT 'UB~ICATION OF SAME At-D NO COPYING, REPRODUCTION OR USE THEREOF IS PERMISSABLE WITHOUl THE COt<SENT o= HB&A T'-IE D<AWINGS AXE NOT TO BE CONSIDERED TO BE FINAL OR TO BE USED FOR CONST~uc• ION UNTIL s IGNED B~ T~E ARCHITECT OLIVENHAIN NEW AND REMODELED OPERATIONS AND ADMINISTRATION FACILITIES PLANNING SUBMITTAL A r c h t e C t S 240 NORTH MARKET PLACE ES CONDI DO, CA 92029 PHONE, (760) 738-8608 FAX, (760] 738-8619 EMA I L : mo i I b ox@ h b o -o r c h i t e c I s . C om DRAWN CHECKED Author PROJECT NO -·" ·--A6. 2 P DATE 05.16.16 SHEET NAME EXTERIOR ELEVATION PHASE 2 T ., .. / '• ·-~[f \ ' ( ____ .., i \ ........• ,................ -;: ' MODULAR 1 -NORTH ® -----------~3 1/8" = 1'-0" MODULAR2&3-EAST 0 ------------4 3/32" = 1 '-0" \ Level 1 01 -011 MODULAR 1 -EAST CD -------1 1/8" = 1 '-0" I 0 1 Level 1 O' - 0 11 MODULAR2&3-SOUTH ® ----------------,5 3/32" = 1 '-0" KEYNOTES [JJ MODULAR PAINTED WOOD SIDING 0 MODULAR ROOF 0 MODULARA/CUNIT 0 LANDSCAPING PER LANDSCAPE PLANS m UNDER-MODULAR SCREEN [I] MODULAR RAMP AND RAILING ~-- NO. Ci l MODULAR 1 -SOUTH ® ---------2 3/32" = 1 '-0" Level 1 o· -O" MODULAR 2&3 -WEST ® -----------~6 3/32" = 1 '-0" REVISION SCHEDULE DATE REVISION THE ARCH TECT, HB&A ARC TECTS ,NC lrlB&AI HEREBY RE5CRVES ITS COMMON (AW CO?vR DHT AND C~~ER PRO R~Y R GHTS ALL IDEAS, c>ESIGNS, ARRANGEMENTS AND PLANS IND1CATED OR REPSESCNT llY T i;SE DRAWINGS A<E CV/NED 3Y AN~ ARE THE PROPERTY CF H6&A, ANc) RE CR ATE~. EVOLv,o AND DEVELOPED FOR THE USE IN CCNNEC~:ON WIT!-< THO SPE Fl[:D RO,ECT THC IDEAS DCSIGSJS, AP.P.ANGEMENTS OR PLANS SHALL NOT BC ASSIGNED T USEcl BY OR DISC.OSEc) TO ANY THl'lD PARTY, FIRA'. OS CORPORA~ION FOR Ae.Y P~RPOSE WHATSOEVE! WITHOUl THE WRIT~CN PERMISSION 0~ H6&A. llNG ThCIE DRAWINGS Wl-h ANY PUBLIC AGENCY IS NOT PUBLICATION 01' SAME ANO NC ~OfYIJ'G, RE?RODl.iC:T Or' OR USE ThEREOF IS ~ERMIS$1'.BlE Wl~HOUT THC CONSE"T OF HB&A l'-IE D~AWINGS A•E NOT TO !E C:ONSIDEREO TO BE F,NI\L OR TO BE USED FOR CONSTRUCT ION UNTIL SIGNED BY THE ARCH TEC:T OL I VENHA IN NEW AND REMODELED OPERATIONS AND ADMINISTRATION FACILITIES PLANNING SUBMITTAL Ar c h t e C t S 240 NORTH MARKET PLACE ES CONDI DO, CA 92029 PHONE· (760] 738-8608 FAX: (760) 738·8619 EMAIL: mailbox@hba·architects.com DRAWN CHECKED Author PROJECT NO. 111--' ·' ·----1A6. 5 p DATE 05. 16. 16 SHEET NAME MODULAR ELEVATIONS -----------• --OLIVENHAIN ROAD ~--=--PROPE~ ~~:: ~ --~-EMPLOYEE PICNIC GARDEN------------==y__=-,~-!:::"';·· ~. -~;::..,.;Xe,.-·~·~~··~=· ;:; \ IT~FWOJ ~ --...::....__ • DEMONSTRATION GARDEN WEATHER STATION I I DEMONSTRATION GARDEN I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLE S THOS REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. PLANO: 2281 EXP. DATE: 1-31-18 RICK EN NEERING L NDSCAPE ARCHITECTURE DIVISION 5620 IARS ROAD SAN DIEGO, CA. 92110 619-291-0707 (PH.) 619-908-3581 (FAX) DATE CATCH BASIN> ~ \ POROUS PAVERSTYP. x ___ OMWD':.'CoriC9 tual Landsca e Plan: -~-------~-£ @--- -"':·,,.~--- --- MODULAR BUILDING 40'X48' I~~ ALL WOODY PLANT MATERIAL WITHIN THE LIMIT-OF-WORK\ SHALL BE REMOVED, EXCEPT FOR TREES TO BE ~\ / PROTECTED IN PLACE. I ~ ~ • MODULAR BUltD!NG 40'X48' \ ·, \ \ I I i \ ---~ I\ T RFBLOCK --..,1 ...,\ _ P I • • . l++:::::o:~ + + ."+ + .. I I i -, I I I I b''I I I I I I I + + ... ... · I I I I . I I. 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'/Ci ~~~~-+~-,--~-R_c_.i.E~f.rn_._.o_M~·~~-,---1--~~-~-1--~-~~-1--~-~---c-1 Bi.Of-t\:;l'B,STf9N":'q\i/PARTtAt 145 SECT:_-oN D ~ 810 4 NO Rmr,rnor"i 20 40 60 N 20 10 0 --- -SCALE 1" = 20' 8 I 8 / 16 -3rd Submtl. < • LEGEND SYMBOL BOT AN I CAL I COMMON NAME MAIN ENTRY I DRIVE COOR/DOR· MATURE HEIGHT XS ACCENT I SPECIMEN TREES: FLOWERING/FOILAGE ACCENT TREES FOR COLOR AND TEXTURE 24" BOX SUCH AS: ARBUTUS X MARINA I STRAWBERRY TREE (MUL Tl) CERCIS OCCIDENT ALIS /WESTERN REDBUD QUERCUS ENGELMANII / ENGELMANN OAK ARBUTUS X 'MARINA' I STRAWBERRY TREE CASSIA LEPTOPHYLA I GOLDEN MEDALLION TREE ERIOBOTRYA DEFLEXA f BRONZE LOQUAT MAGNOLIA G. 'LIL GEM' I DWARF MAGNOLIA RHUS LANCEA I AFRICAN SUMAC 0 GEIJERA PARVIFLORA I AUSTRAUAN WILLOW LAGESTROMIA HYBRIDS f CRAPE MYRTLE NOTE: All_ TREES (EXCEPT ON SLOPES 3:1 OR STEEPER) SHALL BE A MINIMUM 15 GAL SIZE. EXISTING TREE§~. TC) ~E PROTECTED IN PLACE UNLESS OTHERWISE NOTED OLEA EUROPEA 'SWAN HILL' PLAT ANUS RACEMOSA PINUS SPECIES . ·:. POPULUS SPECIES SYMBOL BOTANICAL/ COMMON NAME SHRUBS & GROUND COVERS SHRUB MASSINGS FOR COLOR AND TEXTURE, ACCENT PLANTS THROUGHOUT SUCH AS: & LARGE EVERGREEN 'Ii$' RHUS INTEGRIFOLIA f LEMONADEBERRY (US) PHASE 1 COTONEASTER SPP. I COTONEASTER PRUNUS CAROLINA/ CAROLINA CHERRY /0',MEDIUM FOUNDATION I FLOWERING 'OJ ARTEMISIA CALIFORNICA f CALIFORNIA SAGEBRUSH ERIOGONUM FASCICULATUM I FLAT-TOPPED BUCHWHEAT EPILOBIUM CANUM I CALIFORNIA FUSHIA ROSA FLORI BUNDA/ ICEBERG ROSE MUHLENBERG IA RIGENS I DEER GRASS CALISTEMON 'LIL JOHN' f DWARF BOTILE BRUSH PHORMIUM SPECIES I NEW ZEALAND FL,£1.X SALVIA SPECIES I SAGE HELICTOTRICHON SEMPERVIRENS I BLUE OAT GRASS \NESTRINGIA FRUTICOSA I WESTRINGIA ELK BLUE GREY RUSH JUNCUS PATENS 'ELK BLUE' ROCKROSE CISTUS x SKANBERGII 0 SMALL & ACCENT SHRUBS ENCELIA CALIFORNICA f BUSH SUNFLOWER MIMULUS AURANTIACUS I COAST MONKEY FLOWER ALOE SPECIES I ALOE MUHLENBERGIA RIGENS I DEER GRASS HEMOCALLIS I DAYLILLIES ISLAND ALUM ROOT HEUCHERA 'WENDY' ANIGOZANTHOS FLJl...VIDUS f KANGAROO PAW ~ GROUND COVER ~ SISYRINCHIUM BELLUM ! BLUE-EYED GRASS BACCHARIS PILULJl...RIS I COYOTE BRUSH LUPI NUS SUCCULENTUS I LUPINE BACCHARIS PILULARIS 'TWIN PEAKS' I DWARF COYOTE BUSH ROSMARINUS 'PROSTRATUS' f ROSEMARY SENECIO MANDRALISCAE ! SENECIO CALIF. FIELD SEDGE CAREX PRAEGRACILIS BOUGANVlLLEA SPP. f BOUGANVILLEA CEANOTHUS G. HORIZONT AUS f CARMEL CREEPER COTONEASTER DAMERI 'LOWFAST' I COTONEASTER BIOFILTRATION BASIN MIX CAR EX PRAEGRACILLIS I CAUFORNIA FIELD HEDGE JUNCUS PA TENS 'ELK BLUE' I ELK BLUE GREY RUSH BACCi-iARIS DOUGLASII f MARSH BACCAHRIS MAHON IA NEVINII f NEVIN'S BARBERRY NOTE" PLANTING WITHIN SIGHT DISTANCE AREA TO BE MAINTAINED UNDER 30" SEE SHEET L3.0 FOR COMPLETE PU\NT LEGEND LJ\NOSCAPE MATERIAL LEGEND SYMBOL DESCRIPTION SUCH AS: -NATURAL STONE COBBLE ~t'll NATURJl..L BOULDERS NOTE: ALL SYMBOLS ARE TYPICAL I-ZICK 5620 FRIARS ROAD SAN DIEGO, CA 92110 619.291.0707 (FAX)619.291.4165 ........ rlckenglneerlng.com ~. Oranee. San Lull Obispo. s.kenfteld. !iaaamento-Phoenix-Tuc:son I\ 6 6 6 0 JATE 'EVISION THE ARCHITECT, HB&A ARCHITECTS, INC. (HBA) HEREBY RESERVES ITS COMMON LAW COPYRIGHT AND OlHER PROPERTY RIGHTS. ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE THE PROPERTY OF HB&A, ANO WERE CREATED, EVOLVED AND DEVELOPED FOR THE USE IN CONNECTION WITH THE SPECIFIED PROJECT. THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL NOT BE ASSIGNED TO, USED BY, OR DISCLOSED TO ANY THIRD PARTY, FIRM OR CORPORATION, FOR ANY PURPOSE 'li1-IATSOEVER, WITHOUT THE WRITTEN PERMISSION OF HB&A. FILING THESE DRAWINGS WITH ANY PUBLIC AGENCY IS NOT PUBLICATION OF SAME AND NO COPYING, REPRODUCTION OR USE THEREOF IS PERMISSIBLE WITHOUT lHE CONSENT OF HB&A. THE DRAWINGS ARE NOT TO BE CONSIDERED TO BE FINAL OR TO BE USED FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT. OLIVENHAIN MUNICIPAL WATER OISCTRICT 1966 OLIVENHAIN RD. ENCINITAS, CA 92024 Architects 240 MARKET PLACE ESCONDIDO, CA. 92029 (760) 738-8608 FAX: (760) 738-8619 E-MAIL; moilbox@hbo-orc.hitec.ts.c.om GADD FILE NO. PROJECT NO. 17286 DATE 08.17.16 L 1.0 ~------------ LIMIT-OF-WORK TYP.----------= eee ___ = • "· 7"'--/ EMPLOYEE PICNIC GARDEN • STANDARD SID WEATHER STATION I I . DEMONSTRATION GARDEN -,, --,, _ --ss- 1 LANDSCAPE ARCHITECT DECLARATION OF RESPONSIBLE CHARGE I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLE S THOS REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. PLANO: 2281 EXP. DATE: 1-31-18 DATE NEERING LANDSCAPE ARCHITECTURE DIVISION 5620 IARS ROAD SAN DIEGO.CA. 92110 619-291-0707 (PH.) 619-908-3581 (FAX) I OLIVENHAIN ROAD ....----,-·'.-------. ; .··. -~.~. -.. -._}\ . •• / ,==--PROPERTY LINES TYP. OMWD':.'CohC9 tual Landsca e Plan: ---------· -------------·-·-·-···---- . . . ... I) • I I I I I I I I I I I I I I I I I I jp' "' fJi' f.;.1 c.i),' I I I + ... .. .. ... 0£.K: •. ..., •• . .· :::::~\:ji -~,:;;;::;;;;;::;;,;;;,i~· . " . . . . . ~ ~.:.·:·::~, ....... ... . . . ...... ........ .If...,..~~~· .. /11"' ... .. ' I I I I I I I I I I I " I I I I • I I I I I • /, I I I I I I G. T~E~AND .REMAIN TYP. I I I I I I I I • H ~_J,r... ... --1'1-tl__~-~~~~~_::,.---tj, UC ciTILvh' I EM1NT/ ·I -X~ \(fl V -~,.., + +. \;;.,1 I I I ALL WOODY PLANT MATERIAL WITHIN THE LIMIT-OF-WORK ,' SHALL BE REMOVED, EXCEPT FOR TREES TO BE I I \ \ I ', I ."-... I ;BlD~iETcMtiON B .. ASTN S.Uflill\1ARY &.A$,!f.f ~o. TYPE I 5l0f!LB:A TIDN Vl/P.~;~;:f(P,L R:ETENTiON " SiO fiLTRA:TtQr{)'V/PA,Fl"Tt.A 1, RfiEMT:oM ,' .3 BlOFil: TR4 no ;1:\/V/PAR7t4 L RETEN.t·ON 4' SfO f\tTRA TION:-\IV /p AFl:TtAL %.ETENTlON I ARB\ \Si=) 'SE(TfON" UNED 190 SECT\DN 0-N-0 .2-S;.J Sj:cnq:.r-4 D NO 41{) .S.ECTlON.D NO S10: 5'.:t":,TI(Hf J) NO 5 s1of!_1.tfAnON 1ivJPfl;tn:tAt. -145 .SECTfO'ft D ·cro :~ETENT'.ON /f---+---~~-r--=-+-===-+-~ 6 _5/0FiLTF!ATl.Gii·\(i//j)?,R'f~At 315 S'.EC'HO~i"D !'ID :'ii1EiEN"i°fbN. 20 10 0 20 40 60 N SCALE 1" = 20' 8 I 8 / 16 -3rd Submtl. < • • BS LEGEND SYMBOL BOTANICAL I COMMON NAME MATURE HEIGHT X OLEA EUROPEA 'SWAN HILL' I FRUITLESS OLIVE 6""~DUERCUS SUBER I CORK OAK ACCENT I SPECIMEN TREES: FLOWERING/FOIL.AGE ACCENT TREES FOR COLOR AND TEXTURE 24" BOX SUCH AS: ARBUTUS X MARINA f STRAWBERRY TREE (MULTI) CERCIS OCCIDENT ALIS I WESTERN REDBUD QUERCUS ENGELMAN I! I ENGELMANN OAK ARBUTUS X 'MARINA' I STRAWBERRY TREE CASSIA LEPTOPHYLA I GOLDEN MEDALLION TREE ERIOBOTRYA DEFLEXA f BRONZE LOQUAT GE!JERA PARVIFLORA f AUSTRALIAN WILLOW 0 LAGESTROMIA HYBRIDS I CRAPE MYRTLE MAGNOLIA G. 'LIL GEM' I DWARF MAGNOLIA RHUS LANCEA I AFRICAN SUMAC NOTE: All TREES (EXCEPT ON SLOPES 3·1 OR STEEPER) SHALL BE A MINIMUM 15 GAL SIZE EXISTING TREES Ip .BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED OLEA EUROPEA 'SWAN HILL' PLATANUS RACEMOSA PINUS SPECIES .... ·=-POPULUS SPECIES SYMBOL BOTANICAL I COMMON NAME SHRUBS & GROUND COVERS SHRUB MASSINGS FOR COLOR AND TEXTURE, ACCENT PLANTS THROUGHOUT SUCH AS: &,LARGE EVERGREEN ~ RHUS INTEGRIFOLIA/LEMONADEBERRY (US) PHASE 2 COTONEASTER SPP. I COTONEASTER PRUNUS CAROLINA I CAROLINA CHERRY l'OI.MEDIUM FOUNDATION I FLOWERING \61 ARTEM!SIA CALIFORNICA/CALIFORNIASAGEBRUSH ERIOGONUM FASCICULATUM I FLAT-TOPPED BUCHWHEAT EPILOBIUM CANUM f CALIFORNIA FUSHIA ROSA FLORIBUNDA/ ICEBERG ROSE MUHLENBERGIA RIGENS I DEER GRASS CALISTEMON 'LIL JOHN'/ DWARF BOTTLE BRUSH PHORMIUM SPECIES f NEW ZEALAND FLAX SALVIA SPECIES I SAGE HELICTOTRICHON SEMPERVIRENS I BLUE OAT GRASS WESTRINGIA FRUTICOSA/ WESTRING!A ELK BLUE GREY RUSH JUNCUS PATENS 'ELK BLUE' ROCKROSE CISTUS x SKANBERGII 0 SMALL & ACCENT SHRUBS ENCELIA CALIFORNICA I BUSH SUNFLOWER MIMULUS AURANTIACUS f COAST MONKEY FLOWER ALOE SPECIES I ALOE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MUHLENBERG IA RIGENS I DEER GRASS HEMOCALLIS f DAYLILLIES ISLAND ALUM ROOT HEUCHERA WENDY' ANIGOZANTHOS FLAVIDUS I KANGAROO PAW GROUND COVER SISYRINCHIUM BELLUM I BLUE-EYED GRASS BACCHARIS PILULARIS I COYOTE BRUSH LUPI NUS SUCCULENTUS I LUPINE BACCHARIS PILULARIS 'TWIN PEAKS' I DWARF COYOTE BUSH ROSMARINUS 'PROSTRATUS' f ROSEMARY SENECIO MANDRALISCAE I SENECIO CALIF. FIELD SEDGE CAREX PRAEGRACILIS BOUGANVILLEA SPP. f BOUGANVILLEA CEANOTHUS G. HORIZONT ALIS f CARMEL CREEPER COTONEASTER DAMERI 'LOWFAST" I COTON EASTER BIOFILTRATION BASIN MIX CAREX PRAEGRACILLIS I CALIFORNIA FIELD HEDGE JUNCUS PATE NS 'ELK BLUE' f ELK BLUE GREY RUSH BACCHARIS OOUGLASII I MARSH BACCAHRIS MAHONIA NEVINII / NEVIN'S BARBERRY NOTE: PLANTING WITHIN SIGHT DISTANCE AREA TO BE MAINTAINED UNDER 30" SEE SHEET L3.0 FOR COMPLETE PLANT LEGEND Parking Area/Lands. Sq. Ft. v~ 111111111111111 AREA PAVING PLTG. PROVIDED PLTG REQ 3% TOTALS SQ. FT. 28230 2559 847 1-Z I C K 5620 FRIARS ROAD SAN DIEGO, CA 92110 619.291.0707 (FAX)619.291.4165 ENGlNEBlUNGCoMPANY !!!""!'!'"'!!'""""'!!'""!"!"!!"""'!!''!""!'!'!"!!"lllii''•"'•"~"'~'"m"ij"'•'"j"i·"iiiom 5;n Diego Rlvenlde-Orange-San I.Ilk Obispo-Bmnfleld -Saaamento-Phoenb:-Tuaon I\ 6. 6. 6. 0 ATE REv1S10N THE ARCHITECT, HB&A ARCHITECTS, !NC. (HBA) HEREBY RESERVES ITS COMMON LAW COPYRIGHT ANO OTHER PROPERTY RIGHTS. ALL IDEAS, DESIGNS, ARRANGEMENTS ANO PL.ANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE THE PROPERTY OF HB&A, ANO WERE CREATED, EVOLVED AND DEVELOPED FOR THE USE IN CONNECTION WITH THE SPECIFIED PROJECT. THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL NOT BE ASSIGNED TO, USED BY, OR DISCLOSED TO ANY THIRD PARTY, FIRM OR CORPORATION, FOR ANY PURPOSE 'M---lATSOEVER, WITHOUT THE WRITTEN PERMISSION OF HB&A. FILING THESE DRAWINGS WITH ANY PUBLIC AGENCY IS NOT PUBLICATION OF SAME AND NO COPYING, REPRODUCTION OR USE THEREOF IS PERMISSIBLE WITHOUT THE CONSENT OF HB&A. THE DRAWINGS ARE NOT TO BE CONSIDERED TO BE FINAL OR TO BE USED FOR CONSTRUCTION UNTIL SIGNED BY TI-IE ARCHITECT • OLIVENHAIN MUNICIPAL WATER OISCTRICT 1966 OLIVENHAIN RD. ENCINITAS, CA 92024 Architects 240 MARKET PLACE ESCONDIDO, CA. 92029 (760) 738-8608 FAX; (760) 738-8619 E-MAIL: mciilbox@hbo-architects.com GADD FILE NO. PROJECT NO. 17286 DATE 08.17.16 L2.0 LANDSCAPE PLANTING LEGEND SYMBOL BOTANICAL I COMMON NAME MATURE HEIGHT X SPREAD WUCOLS Ill SYMBOL BOTANICAL I COMMON NAME MATURE HEIGHT X SPREAD WUCOLS 111 MAIN ENTRY I DRIVE COORIDOR: 24-36" UCH AS: OLEA EUROPEA 'SWAN HILL' I FRUITLESS OLIVE ~:::-"1':lUERCUSSUBER/CORKOAK ACCENT I SPECIMEN TREES: FLOWERING/FOi LAGE ACCENT TREES FOR COLOR AND TEXTURE 24" BOX SUCH AS: ARBUTUS X MARINA I STRAWBERRY TREE (MUL Tl) CERCIS OCCIDENTALIS I WESTERN REDBUD QUERCUS ENGELMANII / ENGELMANN OAK ARBUTUS X 'MARINA' I STRAWBERRY TREE CASSIA LEPTOPHYLA I GOLDEN MEDALLION TREE ERIOBOTRYA DEFLEXA/ BRONZE LOQUAT GEIJERA PARVIFLORA I AUSTRALIAN WILLOW LAGESTROMIA HYBRIDS I CRAPE MYRTLE MAGNOLIA G. 'LIL GEM' I DWARF MAGNOLIA RHUS LANCEA I AFRICAN SUMAC NOTE: ALL TREES (EXCEPT ON SLOPES 3:1 OR STEEPER) SHALL BE A MINIMUM 15 GAL SIZE. EXISTING TREES: TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED O" • • WEATHER STATION OLEA EUROPEA 'SWAN HILL' .. PLATANUS RACEMOSA PINUS SPECIES POPULUS SPECIES PLANT ID SIGNAGE LANDSCAPE MATERIALS LEGEND SYMBOL SUCH AS: - DESCRIPTION INTERLOCKING PERMEABLE PAVERS DECOMPOSED GRANITE NATURAL STONE COBBLE PICNIC TABLE BENCHES NATURAL BOULDERS TRASH RECEPTACLE NOTE: ALL SYMBOLS ARE TYPICAL NATURAL STONE COBBLE DECOMPOSED GRANITE SECTION: BIOFILTRATION W/ PARTIAL RETENTION BASIN SCALE 1/2" = 1' 0 TREES 30X 30 30X 30 60X40 36X 30 40X20 25X25 25X25 20X20 30X30 20X20 20X 10 25X25 L L M L L M M M L M M L WATER QUALITY BASIN PLANT LEGEND Appendix E: BMP Design Fact Sheets E.21. PL Plant List SHRUBS & GROUND COVERS SHRUB MASSINGS FOR LARGE EVERGREEN, MEDIUM FOUNDATION I FLOWERING, SMALL, ACCENT & GROUND COVER SUCH AS LARGE EVERGREEN 1SJA RHUS INTEGRIFOLIA I LEMONADEBERRY (US) 12 X 12 VL IZ[S;1 COTONEASTER SPP. I COTONEASTER 6 X 8 L PRU NUS CAROLINA I CAROLINA CHERRY 8 X 4 M MEDIUM FOUNDATION I FLOWERING r:::;,, ARTEMISIA CALIFORNICA I CALIFORNIA SAGEBRUSH '61 ERIOGONUM FASCICULATUM I FLAT-TOPPED BUCHWHEAT EPILOBIUM CAN UM I CALIFORNIA FUSHIA ROSA FLORI BUNDA/ ICEBERG ROSE MUHLENBERGIA RIGENS I DEER GRASS CALISTEMON 'LIL JOHN' I DWARF BOTTLE BRUSH PHORMIUM SPECIES I NEW ZEALAND FLAX SALVIA SPECIES I SAGE HELICTOTRICHON SEMPERVIRENS I BLUE OAT GRASS WESTRINGIA FRUTICOSA I WESTRINGIA ELK BLUE GREY RUSH JUNCUS PATENS 'ELK BLUE' ROCKROSE CISTUS x SKANBERGII SMALL & ACCENT SHRUBS (} ENCELIA CALIFORNICA I BUSH SUNFLOWER MIMULUS AURANTIACUS I COAST MONKEY FLOWER ALOE SPECIES I ALOE MUHLENBERGIA RIGENS I DEER GRASS SENECIO MANDRALISCAE I SENECIO HEMOCALLIS I DAYLILLIES ISLAND ALUM ROOT HEUCHERA 'WENDY' ANIGOZANTHOS FLAVIDUS I KANGAROO PAW GROUND COVER SISYRINCHIUM BELLUM I BLUE-EYED GRASS BACCHARIS PILULARIS I COYOTE BRUSH LUPINUS SUCCULENTUS I LUPINE BACCHARIS PILULARIS 'TWIN PEAKS' I DWARF COYOTE BUSH ROSMARINUS 'PROSTRATUS' I ROSEMARY CALIF. FIELD SEDGE CAREX PRAEGRACILIS BOUGANVILLEA SPP. I BOUGANVILLEA CEANOTHUS G. HORIZONTALIS I CARMEL CREEPER COTONEASTER DAMERI 'LOWFAST' I COTONEASTER BIOFILTRATION BASIN MIX CAREX PRAEGRACILLIS I CALIFORNIA FIELD HEDGE JUNCUS PATENS 'ELK BLUE' I ELK BLUE GREY RUSH BACCHARIS DOUGLASII I MARSH BACCAHRIS MAHONIA NEVINII / NEVIN'S BARBERRY 3X5 4X6 2X2 3X6 3X4 3X4 3X3 3X3 2X3 3X3 3X2 2X3 2X4 2X3 3X3 2X3 1 X 3 2X2 1 X 1 2X3 1 X 2 2X6 2X4 2X4 1X3 1X2 4X4 3X6 1X6 1 X 1 2X3 2X3 1 X 1 J% OF THE SHRUBS ( EXCEPT ON SLOPES 3:1 OR STEEPER) SHALL BE A MINIMUM 5 GALLON SIZE. LANTING TO BE MAINTAINED UNDER 30" WITHIN SIGHT DISTANCE AREA L VL VL L L L M L M L L L VL L L L L M M L L L L L L M L L L L L L L Plant Name Irrigation Requirements Preferred Location in Basin Applicable Bioretenti on Sections (Un-Lined Fa ci 1 iti es) Applicability to Flow-Through Planter? Lined Faci!itvl Temporary Irrigation Section A Treatment-Section B Treatment-Section C Section D NO YES during Plant Permanent Only Bioretention in Only Bioretention in Treatment Pl us Flow Treatment Plus Flow Applicable to Un-Can Use in Lined or Establishment Basin Side Hydrologic Soil Group A Hydrologic Soil Group Control Bioretention in Control Bioretention lined Facilities Only Un-Lined Facility Irrigation {Drip Period I Spray)'' Slopes or B Soils C or D soils Hydrologic Soil Group in HydrologlcSoil (Bioretention Only) (Flow-Through Aor BSoi!s Group C or D Soils Planter OR Latin Name Common Name Ba;c;in Bottom -· TREES''' Al nus rhombifolio White Alder X X X X X X X X Platanus racemosa California S"camore X X X X X X X X Salix lasioie"sis Afrovo Willow X X X X X X X Salix lucida Lance-Leaf Willow X X X X X X X Sambucus mexicana Blue Elderberr11 X X X X X X X SHRUBS f GROUNDCOVER Achi!lea millefolium Yarrow X X X X X Aarostis nalens Thinc-rass X X X X X X X Anemo"sis californica Verba Manza X X X X X X X Baccharis douolasii Marsh Baccahris X X X X X X X X Carex ~ra"''Tacillis California Field SedP-e X X X X X X X X Ci3rex snissi3 San Die<>o Sedcre X X X X X X X I X Carex subfusca Rustv SedP-e X X X X X X X X X Distichlis snicata Salt Grass X X X X X X X X Eleocharis Pale Spike Rush X X X X X X X X macro~tach"a Festuca rubra Red Fescue X X X X X X X Festuca californica California Fescue X X I X X X X Iva ha"esiana Ha"es Iva X X X X X Juncus Mexicana Mexican Rush X X X X X X X X X Jucus natens California Gra11 Rush X X X X X X X X X Leymus condensatus Canyon Prince Wi Id Rye X X X X X X X X X 'Can"on Prince' Mahonia nevinii Nevin's Barberr" X X X X X X X Muhlenburrria ricrens Deercrrass X X X X X X X X X Mimulus cardinalis Scarlet Monke"flower X X ' X X X X Ribes s"eciosurn FLishia Flowerin"'Goose. X X X X X Rosa californica California Wild Rose X X X X X X Sci rnus cen u us Low Bui I rush X X X X X X X X Sis"rinchium bell um Bl ue-e"ed Grass X i X X X X 1. All plants will benefit from some supplemental irrigation during hot dry summer months, particularly those on basin side sloP,es and further in!a nd. 2. Al I trees s hou Id be planted a min. of 10' amy from any drain pipes or structures. LANDSCAPE DESIGN STATEMENT: THE CONCEPTUAL DESIGN FOR THE GROUNDS OF THE NEWLY RENOVATED OLIVENHAIN WATER DISTRICT HEADQUARTERS WJLL EMULATE FROM THE EXISTING CHARACTER OF THE SITE WITHIN THE CONTEXT OF THE ADJACENT COMMUNITY. THE CURRENT BUILDINGS A AND B WILL BE CONSOLIDATED INTO ONE CONTINUOUS FOOTPRINT WJTH NEW BUILDING D AND WILL BE GREATLY ENHANCED WITH ARCHITECTURAL DETAIL, NEW AMENITIES AND CIRCULATION ELEMENTS. CLOSE COLLABORATION OF MULTI-DISCIPLINED PROFESSIONALS WELL BE REQUIRED TO CREATE INNOVATIVE SOLUTIONS FOR SUSTAINABLE DESIGN AND THESE PROFESSIONALS MUST RELY HEAVILY UPON ONE ANOTHER FOR THEIR RESPECTIVE EXPERTISE. CURRENTLY, THE SITE BOASTS OF SEVERAL MATURE STANDS OF TREES CONSISTING OF CALIFORNIA SYCAMORE, POPLAR, COAST LIVE OAK, PINES AND EUCALYTUS WHICH SHALL BE MAINTAINED IN PLACE ALONG OLIVENHAIN ROAD AND UP NEAR THE STAFF PARKING AREA. SPECIAL ACCOMMODATIONS HAVE BEEN MADE TO ENSURE THE TWO MATURE CALIFORNIA SYCAMORE TREES WILL REMAIN IN PLACE AND PROVIDE UNIQUE FRAMING OF THE NEW ARCHITECTURE AT THE MAIN ENTRY. A LEGACY OLIVE TREE WILL BE HAND SELECTED TO POSITION IN THE CENTER PLANTER OF THE MAIN ENTRY TURN AROUND. TAKING ADVANTAGE OF THE ORIENTATION OF THE NEW BUILDING FROM EAST TO WEST WITH DECIDUOUS TREES PLANTED ON THE SOUTH SIDE OF THE BUILDING. IN OUR BEAUTIFUL SOUTHERN CALIFORNIA WEATHER, THIS PLANNING PRINCIPLE ALLOWS THE SHADE OF THE TREES TO PROVIDE BOTH NATURAL COOLING OF THE BUILDING IN THE SUMMER MONTHS AND HEAT TO THE BUILDING IN THE WJNTER MONTHS. THIS CONCEPT IS CERTAINLY NOT NEW, BUT OVER TIME, SEEMS TO HAVE BEEN FORGOTTEN OR PLACED AS A LOW PRIORITY. A STRONG EMPHASIS SHALL BE PLACED ON ADDING TREES THROUGHOUT THE PROJECT, PARTICULARLY ALONG THE ACCESS ROAD LEADING TO BUILDING J, NEAR AND AROUND EACH WATER QUALITY BASIN, NEW SLOPES AND AT PARKING ISLANDS AS WELL. A NATURAL LAYER OF SHREDDED BARK MULCH WJLL BE APPLIED THROUGHOUT THE LANDSCAPE FOR FUNCTION AND COHESIVE AESTHETIC MAINTAINING SOIL MOISTURE, TEMPERATURE AND PROVIDING NUTRIENTS AS IT DECOMPOSES AND IS REPLENISHED. OVERALL. A NATIVE IN CONJUNCTION WJTH REGIONALLY ADAPTIVE PLANT PALETTE SHALL BE UTILIZED FOR THE UNDERSTORY OF SHRUBS AND GROUNDCOVER THROUGHOUT THE LANDSCAPE. A SPECIAL DEMONSTRATION AND WATER QUALITY BASIN GARDEN WILL BE PROMINENTLY FEATURED AT THE FRONT ENTRY TO SHOW AND SHARE WITH VISITORS THE MANY VIRTUES OF CALIFORNIA PLANT MATERIAL, EFFICIENT IRRIGATION SYSTEMS, NATURAL PAVING TREATMENTS SUCH AS DECOMPOSED GRANITE OR POROUS PAVING WJTH DISCRETE INTERPRETIVE WAY-FINDING/SIGNAGE BENCHES WITHIN THE GARDEN WJLL AFFORD THE USER TO CASUALLY MEANDER AND ENJOY THE VARIOUS RESPITES \NJTHIN THE LANDSCAPE. A FOCUS ON MINIMIZING THE AMOUNT OF IMPERIOUS HARDSCAPE AREAS WITHIN THE SITE IN ORDER TO LIMIT THE HEAT ISLAND EFFECT WILL ALSO BE A COMMON GOAL THIS DESIGN APPROACH \NJLL REDUCE HEAT ISLAND EFFECT IN NON-IMPERIOUS HARDSCAPE AREAS SUCH AS PARKING LOTS AND COURTYARD'S, IN ADDITION TO THE CAREFUL USE OF EVERGREEN SHADE TREES. IMPERIOUS AREAS ALSO HAVE THE ADDED BENEFIT OF IMPROVING STORM WATER QUANTITY AND RUNOFF QUALITY CONTROL. THE SITE \NJLL CONTINUE TO SOURCE AND UTILIZE EXISTING RECYCLED WATER IRRIGATION THROUGHOUT THE LANDSCAPE AND \NJLL CONTINUE TO INCORPORATE ADVANCED WATER CONSERVATION METHODOLOGY. LANDSCAPE MAINTENANCE SPECIFICATIONS SHALL ALSO BE AN INTEGRAL PART OF THE MASTER PLAN IN ORDER TO PRESERVE THE INTEGRITY OF THE OVERALL SITE DESIGN AND PROVIDE A SUSTAINABLE PATH FOR THE SHORT AND LONG TERM VISION FOR THE LANDSCAPE THE INTENT OF LANDSCAPE SPECIFICATIONS IS TO PROVIDE CONCISE SET OF GUIDELINES TO ASSISTANCE THE LANDSCAPE MAINTENANCE CONTRACTOR AS THE LANDSCAPE MA TURES. STANDARD LANDSCAPE NOTES: A ALL LANDSCAPE AND IRRIGATION SHALL CONFORM TO THE GENERAL REQUIREMENTS OF THE CITY OF CARLSBAD LANDSCAPE MANUAL, DATED FEBRUARY 2016. B. IRRIGATION: AN IRRIGATION SYSTEM SHALL BE PROVIDED AS REQUIRED FOR PROPER IRRIGATION, DEVELOPMENT AND MAINTENANCE OF THE VEGETATION. THE DESIGN OF THE SYSTEM SHALL PROVIDE ADEQUATE SUPPORT FOR THE VEGETATION SELECTED. C. THE IRRIGATION SYSTEM SHALL OPERATE WITHIN THE APPROVED WATER BUDGET. D. AN IRRIGATION AUDIT WILL BE REQUIRED TO CERTIFY THAT ALL PLANT MATERIAL, IRRIGATION SYSTEMS AND LANDSCAPE FEATURES HAVE BEEN INSTALLED AND OPERATE AS APPROVED BY THE CITY. AUDIT SHALL BE SUBMITTED TO THE CITY PRIOR TO TURNOVER E. MAINTENANCE: ALL REQUIRED LANDSCAPED AREAS SHALL BE MAINTAINED FREE OF DEBRIS AND LITTER AND ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY GROWING CONDITION. DISEASED OR DEAD PLANT MATERIAL SHALL BE SATISFACTORILY TREATED OR REPLACED WITHIN 30 DAYS WITH SIMILAR MATERIAL. F. ALL PLANTING AREAS SHALL RECIEVEA 3-INCH LAYER OF BARK MULCH, TYP. G. LONG TERM MAINTENANCE RESPONSIBILITY: ALL LANDSCAPING/BRUSH MANAGMENT AS SHOWN ON THESE PLANS SHALL BE THE RESPONSIBILITY OF THE OWNER H. ALL CANOPY TREES SHALL BE PROVIDED WITH 40 SQ. FT OF ROOT ZONE AND PLANTED IN AN AIR AND WATER PERMEABLE LANDSCAPE AREA THE MINIMUM DIMENSION OF THIS AREA SHALL BE FIVE FEET I. POSITIVE SURFACE DRAINAGE (2% GRADE IN PLANTING AREAS) AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. J. SLOPE PLANTING REQUIREMENTS ARE MET: 1. SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: a. STANDARD 1 -COVER CROP/REINFORCED STRAW MATTING: COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS. AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. TYPE OF REINFORCED STRAW MATTING SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15 THE COVER CROP AND/OR REINFORCED STRAW MAT SHALL BE USED THE REMAINDER OF THE YEAR b. STANDARD #2 -GROUND COVER ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). c. STANDARD #3 -LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-314 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). d. STANDARD #4-TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED (200) SQUARE FEET 2. SLOPES -6:1 OR STEEPER AND: a. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1. b. 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS 31 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2 AND 33. c. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2, #3 AND #4. 3. AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER CROP) WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: a. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING b. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. c. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT K. SHRUBS WITHIN BUILDING DISTANCE COORIDOR SHALL BE MAINTAINED BELOW 30". TREE SHALL BE LIMBED UP ABOVE 6'-0" TYP. MINIMUM TREE SEPARATION DISTANCE TRAFFIC SIGNALS (STOP SIGN) -20 FEET UNDERGROUND UTILITY LINES - 5 FEET' LEGEND rZIC1' 5620 FRIAR.$ ROAD SAN DIEGO, CA 92110 619..291 IJ707 (FAX)619.291 Al 65 ENGINEERING CciMPANY rlckenrlneerlnf.com San Diego RIY61ide-Oranp-San Luis Obilpo-Bakenfield -Saaa.1..s11D -Phoenbc-Tuaon I\ I\ I'-, I\ 0 CATE REVISION THE ARCHITECT, HB&:A ARCHlTECTS, INC. {HBA) HEREBY RESERVES ITS COMMON LAW COPYRIGHT ANO OTHER PROPERTY RIGHTS. ALL IDEAS, DESlGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE THE PROPERTY OF HB&A, AND Vi£RE CREATED, EVOLVED AND DEVEL.OPED FOR THE USE IN CONNECTlON WITH THE SPECIFIED PROJECT. THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL NOT BE ASSIGNED TO, USED BY, OR DISCLOSED TO ANY THIRD PARTY, FIRM OR CORPORATION, FOR ANY PURPOSE WHATSOEVER, WlTHOUT THE WRITTEN PERMISSION OF HB&A. FILING THESE DRAWINGS wn1-, ANY PUBLIC AGENCY IS NOT PUBLICATION OF SAME AND NO COPYING, REPRODUCTION OR USE THEREOF IS PERMISSIBLE WITHOUT THE CONSENT OF HB&A. THE DRAWINGS ARE NOT TO BE CONSIDERED TO BE FINAL OR TO BE USED FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT. OLIVENHAIN MUNICIPAL WATER DISCTRICT 1966 OLIVENHAIN RD. ENCINITAS, CA 92024 Ar-chi tee ts 240 MARKET PLACE ESCONDIDO, CA. 92029 (760) 738-8608 FAX: (760) 738-8619 E-MAIL: moilbox@hbo-orchitects.com ABOVE GROUND UTILITY STRUCTURE-10 FEET >-z DRIVEWAY (ENTRIES) -10 FEET 0::: Q ~;;---:::;;::;:;;;;;::---,rcDiiiR:AAV\W~Nncci=iHEECCKKEBDJlDDRRAiiiwNiis1NicGi"NN°o;;:.---i INTERSECTIONS (INTERSECTING CURB LINES OF TWO STREETS -25 FEET <( b REC REC OMWD -Cance tual Landsca e Le end & Mater·1als ~~~:~Z~~~~~!~~:~o~:~Ls::::~:L~~:~::::DALLNEWSTREET ~_Jla: TREES WITHIN FIVE FEET OF CURBS OR OTHER HARDSCAPE. ................................................................................................................................................................................ ,,,. .......................................................................................................................................................................................... ...,iUJ~ GADD FILE NO. PROJECT NO. 17286 L3.0 ---· --··--------·------·· . ___ ,, ____ _ 6 I 13 / 16 -2nd Submtl 0::: b o.._z -----·~----···--------------- DATE 08.17.16 ----------·------ --·. . . I .··· ,..,. ----:--,' ------'--- / / LANDSCAPE ARCHITECT DECLARATION OF RESPONSIBLE CHARGE I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLE S THOS REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. 5620 PLANO: 2281 EXP. DATE: 1-31-18 NDSCAPE ARCHITECTURE DIVISION SAN DIEGO, CA. 92110 619-291-0707 (PH.) 619-908-3581 (FAX) 6-23-16 DATE OLIVENHAIN ROAD OMWD -Cance tual lrri ation And Water -----------· -------------------- -------- ---- -- // / / / / I -' . I / t· I .. '··. I / ·; I /; /! I "'1' f ,,..._ I ' ...... f . ·· ........ _..... i .1· ' .... ' l' .,,,,1 , I . .. ,· I . }. .. / I// I I I I •:/ ! J Ji t.· j! I i I / I ~,./. / J ; -' I ;' y < Phase 1 6 / 27 / 16 SCALE 1" = 20' N LEGEND IRRIGATION HYDROZONE ZONE LEG. SYMBOL AREA SQ. FT. 3,947 BUBBLER ~ TBD MP ROTATOR ~ 29,081 SPRAY ~o COMMENT NOTE: ALL SYMBOL IN-LINE OR POINT SOURCE DRIP IRRIGATION DEDUCTED TREE BUBBLER 24" BORDER TO EXIST FROM HARDSCAPE FINAL IRRIGATION DESIGN WILL BE PER CONSTRUCTION DOCUMENTS. SEE SHEET L6.0 FOR LANDSCAPE IRRIGATION LEGEND AND NOTES NOTES: 1) SUBSURFACE IRRIGATION SHALL BE USED TO IRRIGATE ANY VEGETATION WITHIN TWENTY-FOUR INCHES OF AN IMPERMEABLE SURFACE UNLESS THE ADJACENT IMPERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPED AREA. 2) ALL HYDROZONES ARE WITHIN SPECIAL LANDSCAPE AREAS (SLA) rz IC K 5620 FRIARS ROAD SAN DIEGO, CA 92110 619.291.0707 (FAX)619.291.4165 ENGINEERING COMPANY rlckenfflneerlnff.com San Diego RIYl!nlde-Oranse-San will Obkpo • Bakerdeld-Sac.:a.1.adb-Phoenbi • Turmn /\ 6. (' 6. NO ATE EVISION THE ARCHITECT, HB&A ARCHITECTS, INC. (HBA} HEREBY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE THE PROPERTY OF HB&A, AND WERE CREATED, EVOLVED AND DEVELOPED FOR THE USE IN CONNECllON V11TH THE SPECIFIED PROJECT. THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL NOT BE ASSIGNED TO, USED BY, OR DISCLOSED TO ANY THIRD PARTY, FIRM OR CORPORATION, FOR ANY PURPOSE WHATSOEVER, WITHOUT THE WRITTEN PERMISSION OF HB&A. FIUNG TI--!ESE DRAWINGS WITH ANY PUBLIC AGENCY IS NOT PUBLICATION OF SAME AND NO COPYING, REPRODUCTION OR USE THEREOF IS PERMISSIBLE WITHOUT THE CONSENT OF HB&A. THE DRAWINGS ARE NOT TO BE CONSIDERED TO BE FINAL OR TO BE USED FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT . OLIVENHAIN MUNICIPAL WATER DISCTRICT 1966 OLIVENHAIN RD. ENCINITAS, CA 92024 Architects 240 MARKET PLACE ESCONDIDO, CA. 92029 (760) 7.38-8608 FAX: {760) 7.38-8619 E-MAIL: mailbox@hbo-architects.com DRAWN CHECKED REC REC CADD FILE NO. PROJECT NO. DATE 08.17.16 DRAWING No. L4.0 ·--···-------------- -----------I ------ LANDSCAPE ARCHITECT DECLARATION OF RESPONSIBLE CHARGE I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLE S THOS REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. 6-23-16 PLANO: 2281 EXP. DATE, 1-31-18 DATE RICKE NDSCAPE ARCHITECTURE DIVISION 5620 IARS ROAD SAN DIEGO, CA. 92110 619-291-0707 (PH.) 619-908-3581 (FAX) ---- . -•/ ...•......•.... ----·······················-······· ····· ,., 1. -~-.:e-=-C:-~ ~.-:.'.'<~·~'.~,:i:~ :::: -·::·:.:.::::.:--~ :::..··:::.:..::-- -'·-.. '~' --------=~-=~;;:~;:: .. ,····. ,-,.-. --~-_'!Ill. "- OLIVENHAIN ROAD -------------~---_-_-_-_-_-_:-~~ "-, ---"--" ~~--------~ --- -_-_-_-_-_-_-_-_-_-_ -_-_-_-_-_-_ -_ -'~· .... -----------_ ___r--fc. -==========-~----_--. -======-::-:-::---~===~-·· .. ·. ---- --_--_--_-::-""-_ ··-·- ~-.. -- I .· .. r· . ~ . I ~ 0 0 0 @ -- ii . .. --- - -\------~~ {-=-:-::-:: -c_-_---::::::::::::::::::::::~ : :========::===} '1 ::: =:: === ::: :: == =I . ...-,-~· - - --..-----------------------G--~==1~=:=:::: ~:::: :::::: ::=:::: ==-=----_-- , ............ -·· ............. • .1· · .. , ...... 1,' ,,.""I I . I I, •. "= .•...... ,/ / I I I /i I. I .! ' I I I i / I -; I I I ~;/_ ,-I • c I -l I I ./ \1 I j, l l / I !' I i i I I . . I . I I I I lari: 6 I 27 / 16 OMWD ana_ement P Phase 2 -Cance tual lrri ation And Water SCALE 1" = 20' N LEGEND IRRIGATION HYDROZONE ZONE LEG . SYMBOL AREA SQ. FT. 3,472 BUBBLER ~ TBD MP ROTATOR ~ 25,541 SPRAY ~o COMMENT IN-LINE OR POINT SOURCE DRIP IRRIGATION DEDUCTED TREE BUBBLER 24" BORDER TO EXIST FROM HARDSCAPE FINAL IRRIGATION DESIGN WILL BE PER CONSTRUCTION DOCUMENTS. SEE SHEET L6.0 FOR LANDSCAPE IRRIGATION LEGEND AND NOTES NOTES: 1) SUBSURFACE IRRIGATION SHALL BE USED TO IRRIGATE ANY VEGETATION WITHIN TWENTY-FOUR INCHES OF AN IMPERMEABLE SURFACE UNLESS THE ADJACENT IMPERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPED AREA. 2) ALL HYDROZONES ARE WITHIN SPECIAL LANDSCAPE AREAS (SLA) rz 1 c ~ 5620 FRIARS ROAD SAN DIEGO, CA 92110 619.291.0707 (FAX)619.291.4165 ENGINEERmO COMPANY rlckenffneerlng,com San Dle&o Rlvenlde · Orange· San !JIii Oblipo. Bakersffeld. S...amadu -Phoenix. Tucson /\ 6 6 6 10 )ATE ,EVlSION THE ARCHl"TECT, HB&A ARCHITECTS, INC. (HBA) HEREBY RESERVES !TS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE THE PROPERTY OF HB&A, AND WERE CREATED, EVOLVED AND DEVELOPED FOR THE USE IN CONNECTION WITH THE SPECIFIED PROJECT. THE !DEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL NOT BE ASSIGNED TO, USED BY, OR DISCLOSED TO ANY THIRD PARTY, FIRM OR CORPORATION, FOR ANY PURPOSE WHATSOEVER, WITHOUT THE WRITTEN PERMISSION OF HB&A. FILING n-lESE DRAWINGS WITH ANY PUBLIC AGENCY IS NOT PUBLICATION OF SAME ANO NO COPYING, REPRODUCTION OR USE TI--IEREOF IS PERMISSIBLE WITHOUT THE CONSENT OF HB&A. THE DRAWINGS ARE NOT TO BE CONSIDERED TD BE F1NAL OR TO BE USED FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT. OLIVENHAIN MUNICIPAL WATER DISCTRICT 1966 OLIVENHAIN RD. ENCINITAS, CA 92024 Architects 240 MARKET PLACE ESCONDIDO, CA. 92029 (760) 738-8608 FAX: (760) 738-8619 E-MAIL: moilbox@hbo-orchitects.com DRAWN CHECKED REC REC GADD FILE NO. PROJECT NO. DATE 08.17.16 DRAWING No. L5.0 IRRIGATION LEGEND: ROTORS SYMBOL Q H F MANUFACT. MODEL NO./ DESCRIPTION GPM PRECIP PSI ® ® @ HUNTER PROS-12-PRS40-CV-R W/ MP1000 / 12' HIGH POP SHRUB ROTOR HEAD .19, .37, .75 .45 PROS-OO-PRS40-CV-R W/ MP1000 I SHRUB ROTOR HEAD ® ® C8) HUNTER PROS-12-PRS40-CV-R W/ MP2000 / 12' HIGH POP SHRUB ROTOR HEAD .4, .74, 1.47 .45 PROS-OO-PRS40-CV-R W/ MP2000 I SHRUB ROTOR HEAD CD Q) © HUNTER PROS-12-PRS40-CV-R W/ MP3000 / 12' HIGH POP SHRUB ROTOR HEAD .86, 1.82, 3.64 .45 PROS-OO-PRS40-CV-R W/ MP3000 I SHRUB ROTOR HEAD ®® HUNTER PGP ULTRA PGP-12-CV-R-5.0 12" HIGH POP SHRUB ROTOR HEAD 5.0 .63 PGP ULTRA PGP-00-CV-R-5.0 SHRUB ROTOR HEAD IRRIGATION CALCULATIONS: PHASE 1 City of Carl$bad Water Use Cailculatlons Phase2 PROJECT NAME: WATER TYPE: Olivenhain Municipal \Nater Dlst.rict Recycled METER: CONTROLLER: WATER BUDGET Formula: WB = (ETo)(0.62) x ((045)(LA) + (0 3)<SlA)) = Gal I Yf . Eta ... lA ....... SlA 47.0 0,62 0.45 32,553 0.3 0 Water Budget Estimated To1al Water Use , S.urplus _i D-efi< PHASE 2 City of Carlsbad Water Lise Calculations ····· ·;, Evapotranspimtion (Eto Map/Table 6) = Conversion Factor to gallons = Evapotranspiration Adjustment Factor = lA Landscape Arna (Sq. Ft) • . . = Additional Evap. Adj. Factor for Special Lands. Areas = SlA Special Landscape Area (Sq. Ft.) Active 1 Passive rec areas; dedicated fruit I veg. prod.I areas ·;nig_~tetj_ wi _reclajmed wateL 426,867 Gat I Yr. MAWA 376,908 Gal. I Yr. . -----"==~ ETWU +j._ ___ 4_9~,9_.59_,I Gal. I Yr. ~----5_0_,4h-tCF(Yr. {Hundred Cubic Feet)) .... J ____ 1_._,2jActe F(I Y_r, . Phase 1 PRO.iECT NAME: WATER TYPE: Olivenhain Municipal Waler D.istrict Recycled METER: CONTROLLER: WATER BUDGET Formula: WB = (ETo)(O 62) x {(0.45j(LA) + (0.3)(SLA):) = GaL/Yc . Eta . lA SlA 47.0 0 .. 62 0.45 36,568 0.3 0 Water Budget Estimated To1al Water Use Surplus i ue,,:::." = Evaj)otranspiration (Eto Map I Ta.ble 6) = Conversion Factor to gallons = Evapotranspiration Adjustment Factor = LA Landscape Area (Sq. Ft.) · = Additional Evap. Adj. Factor k>r Special Lands. Areas = SL.A Special Landscape Area (Sq: Ft.) Active I Passiwiec areas: dedioated fruit 1 veg. prodJ areas i~gated w/ ~cl~imed wat_6:, 479,516 Gal. I Yr. MAWA ---'---''--- 423,361 Ga!. I Yr. ----~-ETWU +~I ___ 5_6~,1_5~5] Gaf. / Yr. '-----~5_66_,]HCF I Yr. (Hundred Cubic Feet)) t.3]Acre Ft. I Yr, . '------~ Landscape PCJC"A" (Extg. Retmfi!) . ESTIMATED TOTAL WATER USE Formula ETv\lU = [(ETo) x {OJ52)J[((Pf'. x HA)/ IE)): SlA] ETo = 47.0 Evapotranspiration (Eto Map i Table 6) = 0.62 Conversion factor to gallons PF (WUCOLS Ill) = -0.3 Low water using plants 0.5 Medium water using plants 0,8 High water using plants HA = Hydrozone Area (See below f()r Square Footage) IE = 0,8 Drip (point Source) 0:75 Bubblers :0,8 Drip Irrigation 0.75 MP Rotators 0.7 MicroSprays, Rotors, Rotator Spray 0.72 Spray Heads 0.72 Fixed Spr,a,, SLA = 1.0 Special Landscape Area (Sq. Ft.) I 0 ]Sq. Ft. . ,,,., Hydrozone Type ,\n,a (Sq. Ft.) DRIP 3,472 E1WU-37,940.28 BUBBLER 3,540 E1WU= 41,262 MP ROTATORS 25,541 E1WU"' 297,705.90 SPRAY 0 E1WU= 0.00 T,,1a1s 32.553 E1WU-j 376,908 Note: Tree bubblers sg, Ft. .is .. c.alculated at 4Cl>iq Ft P"ft_rc,e····················· Landscape POC "A" (Extg. f<etrofit) ESTIMATED TOTAL WATER USE Formula E1Wu =J(EToJ" (0.62/mi;PF x HAJJIEJJ + sLAJ ETo = = PF (WUCOLS IH) = HA = IE = SLA = Hydrozone Type DRIP BUBBLER MP ROTATORS SPRAY Totals .47c'[l 0.$2 -0.3 0.5 0.8 •o.s 0.75 0.8 :0.75 0.7 '0.72 0.72 . :1.0 Evapolranspiration (Eta Mapl Table 6) Conversion factor to gallons Low .water using plants Medium wa.ter using plants High waterusing plants i-ltdrozone Area {See below for Square Footage) Drip (point Source) Bub biers Drip Irrigation :Mp Rotators i Micro Sprays, Rotors, Rotator Spray 'Spray Heads ········ Fixed Spray Special Landscape Area (Sq. fl.) .-----,\sq. Ft. . ..... ... .. . .... I 0 Area (Sq. Ft) 3,947 ElWU-43,.130.84 ·z.540 E1VVU = 41,262 29,081 E1WU= 336,968.14 0 E1WU= 0.00 36.568 E1WU =I 423,361 Note: Tree bubblers Sq. fl. is calculated at 40 Sq, Ft per tree 40 40 40 45 I OMWD -Wt a er M ana:emen t Pl - RADIUS FT. 10 20 30 42 GPY GPY GPY GPY GPY GPY GPY GPY GPY GPY an L e IRRIGATION CONCEPT: DROUGHT RESPONSIVE IRRIGATION STATEMENT: IT IS THE INTENTION OF THIS IRRIGATION PLAN TO LIMIT THE OVERALL WATER CONSUMPTION OF THE PROPOSED LANDSCAPE BY UTILIZING SOUND XERISCAPE PRINCIPLES, WHICH APPLY DIRECTLY TO THE SITE-SPECIFIC LANDSCAPE IN CONJUNCTION WITH THE IRRIGATION SYSTEM. THIS GOAL WILL BE MET BY UTILIZING THE MOST ADVANCED IRRIGATION DESIGN AND STATE OF THE ART TECHNOLOGY, AS WELL AS RETROFITTING THE EXISTING RECYCLED WATER IRRIGATION SYSTEM. THE PROPOSED IRRIGATION WILL BE A PRIVATELY MAINTAINED AUTOMATIC SYSTEM. THE IRRIGATION WILL BE DESIGNED USING HIGHLY EFFICIENT COMPONENTS, SUCH AS WEATHER BASED IRRIGATION CONTROLLERS, LOW PRECIPITATION IRRIGATION AND/OR DRIP IRRIGATION. IRRIGATION DESIGN & COMPONENTS: DROUGHT RESPONSIVE IRRIGATION COMPONENTS: 1. TYPICAL WATER CONSERVATION DESIGN FEATURES WOULD INCLUDE BUT WOULD NOT BE LIMITED TO, AN AUTOMATIC IRRIGATION SYSTEM INCORPORATING DRIP IRRIGATION, BUBBLERS, LOW PRECIPITATION HEADS, RAIN SHUT-OFF DEVICE, MOISTURE SENSING DEVICES, CHECK VALVES AND MASTER REMOTE CONTROL VALVE. 2. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO AVOID RUNOFF, LOW HEAD DRAINAGE, OVERSPRAY, AND OTHER SIMILAR CONDITIONS WHERE WATER FLOWS ONTO ADJACENT PROPERTY, NON-IRRIGATED AREAS, WALKS, ROADWAYS, AND STRUCTURES. 3. 4. 5. 6. 7. 8. PROPER IRRIGATION EQUIPMENT AND SCHEDULES, INCLUDING SUCH FEATURES AS REPEAT CYCLES, SHALL BE USED TO CLOSELY MATCH MAXIMUM APPLICATION RATES TO SITE-SPECIFIC INFILTRATION RATES. ADDITIONALLY, THE IRRIGATION SYSTEM WILL BE SENSITIVE TO THE VARIOUS SOLAR EXPOSURE THROUGHOUT THE YEAR. ALL SITE IRRIGATION SHALL BE SERVICED BY A DEDICATED LANDSCAPE IRRIGATION METER. ALL NEW IRRIGATION WILL BE AN UPGRADE AND RETROFIT OF THE EXISITNG RECYCLED WATER UTILIZED ON THIS PROJECT ALL PLANTING AREAS WILL BE AMENDED WITH ORGANIC MATERIAL DEPENDING UPON ON-SITE SOIL CONDIDTIONS TO AID IN SOIL MOISTURE RETENTION. ALL PLANTING AREAS WILL RECEIVE 3" OF A BARK MATERIAL TO RETAIN SOIL MOISTURE AND MAINTAIN COOLER SOIL TEMPERATURES. THE IRRIGATION DESIGN SHALL CONFORM TO THE CITY OF CARLSBAD WATER EFFICIENT LANDSCAPE ORDINANCE. 9. MAINTENANCE ALL IRRIGATED AREAS SHALL BE THE MAINTENANCE RESPONSIBILITY OF THE PROPERTY OWNER(S). 10. THE PLAN SHALL PROVIDE THAT ONLY SUBSURFACE IRRIGATION SHALL BE USED TO IRRIGATE ANY VEGETATION WITHIN TWENTY-FOUR INCHES OF AN IMPERMEABLE SURFACE UNLESS THE ADJACENT IMPERMEABLE SURFACE(S) ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPE AREA. SPECIAL LANDSCAPE IRRIGATION NOTES: 1. EXISTING. IRRIGATION SYSTEMS SHALL BE PROTECTED IN PLACE DURING RENOVATION. ALL EXISTING IRRI. TO BE DISTURBED DURING CONSTRUCTION SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL DURING ALL PHASES OF CONSTRUCTION. 3. CONTRACTOR SHALL CORDINATE WITH ALL ON-SITE MAINTENANCE PERSONAL DURING CONSTRUCTION. 4. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ALL PROJECT ASSOCIATED CONTRACTORS AND ON-SITE PERSONNEL AS REQUIRED (INCLUDING MEETING, TESTING AND INSPECTIONS ETC.), PRIOR TO AND DURING ALL PHASES OF CONSTRUCTION. 5. CONTRACTOR SHALL PROTECT-IN-PLACE AND MAINTAIN EXISTING SYSTEMS OPERATIONAL DURING DURING CONSTRUCTION AS REQUIRED. 6. CONTRACTOR SHALL REPAIR ANY AND ALL SYSTEMS THAT ARE DISTURBED/DAMAGED DURING CONSTRUCTION AND RESTORE TO ORIGINAL CONDITION SUCH AS CURBS, PAVING, D G, INFRASTRUCTURE, LANDSCAPE IRRIGATION I PLANTING ETC., AT CONTRACTOR'S EXPENSE. RECYCLED WATER IRRIGATION MATERIAL LEGEND SYMBOL ® ~ IT§] - 0 [Em RW ----- -------------------------------------- NOT SHOWN NOT SHOWN NOT SHOWN MANUFACT P.O.C. EXTG. NA DURA HUNTER NELSOr,{ NA AS APPROVED AS APPROVED AS APPROVED AS APPROVED AS APPROVED VALCON KB! KBI MODEL NO. I DESCRIPTION RELOCATE EXISITNG RECYCLED WATER METER, SEE CIVIL PLANS. UTILIZE I UPGRADE EXTG. IRRIGATION CONTROLLER CROSS CONNECTION -TEST STATION SHALL BE INSTALLED IN A 'JUMBO' SIZED VALVE BOX WITH LOCKING PURPLE COVER AND 'TS' HEAT BRANDED ON COVER. ITEM #3 LOCKING BRASS BALL VALVE SHALL BE DIXON BBLV75 OR APPROVED EQUAL TYP. LINE SIZE, MODEL NUMBER TU-2000, TRUE UNION PVC BALL VALVE, 2" AND SMALLER USE 3622 EPDM SEALED NON-THREADED SOCKET ENDS, 2-1/2" AND LARGER USE SEPARATE UNION ON EACH SIDE OF BALL VALVE TYP. ICV-xx1G-AS SERIES PLASTIC PRESSURE REGULATING CONTROL VALVE, SIZE AS SHOWN, INSTALL ONE VALVE PER STD. RECT. VALVE BOX WITH LOCKING COVER AND 'RCV' HEAT BRANDED ON COVER. VALVES SHALL BE INSTALLED IN MANIFOLDS ISOLATED FROM THE MAINLINE BY A BALL VALVE SIZE BALL VALVE PER THE LARGEST RCV IN THE MANIFOLD. USE LEIT SOLENOID ADAPTER 30-922. NELSON 7645 SERIES QUICK COUPLER, INSTALLED IN 10" ROUND VALVE BOX WITH LOCKING PURPLE COVER AND 'QCV' HEAT BRANDED ON COVER. INSTALL QCV ON A 11/2" STUB-OUT OFF MAINLINE. EACH QCV SHALL BE ISOLATED FROM THE MAINLINE BY A 11/2" BALL VALVE AND INSTALLED AT A MAXIMUM OF 250' O.C. PER CITY REQUIREMENTS. QUICK COUPLER TO BE ACME THREAD ONLY. THRUST BLOCK TO BE INSTALLED ON MAINLINE 2" OR LARGER. RECYCLED WATER "DO NOT DRINK SIGNS", LOCATE AS SHOWN ON THE PLANS. VERIFY LOCATION WITH OWNER'S AUTHORIZED REPRESENTATIVE BEFORE COMMENCING ANY WORK. PULL BOXES FOR WIRE SPLICES SHALL BE LOCATED APPROXIMATELY 200' O.C. AND AT THE ENDS OF ALL SLEEVES & EVERY 270 DEGREES OF BEND IN CONDUIT UNDER PAVING. ALL WIRING IN CONDUIT SLEEVES UNDER PAVING. PULL BOXES SHALL BE 12" RECTANGULAR WITH LOCKING LID. ALL PRESSURE MAINLINE FOR PIPE 1-1/2" OR SMALLER SHALL BE SCH. 40 PVC, ALL PRESSURE MAINLINE 2' -3' SHALL BE CLASS 315 PVC. ALL RECYCLED MAINLINE PIPE TO BE COLOR CODED PURPLE RECYCLED WATER PIPE. ALL LATERAL NON-PRESSURE PIPE SHALL BE SCH. 40 PVC. ALL RECYCLED LATERAL PIPE TO BE COLOR CODED PURPLE RECYCLED WATER PIPE PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. 5000 SERIES ADV, USED ON ALL SPRINKLERS WITH LOW HEAD DRAINAGE UNCONTROLLABLE BY FACTORY INTEGRAL SPRINKLER HEAD CHECK VALVE. SPRING TYPE CHECK VALVE, LINE SIZE BY LATERAL LINE, INSTALL DOWNSTREAM OF EACH RCV WHEN RCV IS HIGHER THAN THE SPRINKLER HEADS IN A PURPLE VALVE BOX. SWING TYPE CHECK VALVE, LINE SIZE BY LATERAL LINE, INSTALL DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPRINKLER HEADS IN A PURPLE VALVE BOX. LANDSCAPE ARCHITECT DECLARATION OF RESPONSIBLE CHARGE ,.. en o es -• -d N t I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT . LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLE S THOS REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. & Cale's • PLANO: 2281 EXP. DATE: 1-31-18 NDSCAPE ARCHITECTURE DIVISION --~----- 6-23-16 DATE N 6 I 27 I 16 ' LEGEND 5620 FRIARS ROAD SAN DIEGO, CA 92110 619.291.0707 (FAX)619.291A165 ENOINEERING CoMPANY rlckenflnel!lrlnp.com san Die8D Rlwnkli,-Orana,e-San wls Obispo-Bllbnlli!ld -Sw:.a,a,ro-Phoenix-Tucson /\ 6. 6. I\ ,o )ATE ,E\i1S10N THE ARCHITECT, HB&A ARCHITECTS, INC. (HBA) HEREBY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. ALL IDEAS, DESIGNS. ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE THE PROPERTY OF H8&A, AND WERE CREATED, EVOLVED ANO DEVELOPED FOR THE USE IN CONNECTION WITH THE SPECIFIED PROJECT. THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL NOT BE ASSIGNED TO, USED BY, OR DISCLOSED TO ANY THIRD PARTY, FIRM OR CORPORATION, FOR ANY PURPOSE WHATSOEVER, WITHOUT THE WRITTEN PERMISSION OF HB&A. FILING THESE DRAWINGS WITH ANY PUBLIC AGENCY IS NOT PUBLICATION OF SAME ANO NO COPYlNG, REPRODUCTION OR USE THEREOF IS PERMISSIBLE WITHOUT THE CONSENT OF HB&A • THE DRAWINGS ARE NOT TO BE CONSIDERED TO BE FINAL OR TO BE USED FOR CONSTRUCTION UNTlL SIGNED BY THE ARCHITECT . OL1VENHA1N MUNICIPAL WATER D1SCTR1CT 1966 OLIVENHAIN RD. ENCINITAS, CA 92024 Architects 240 MARKET PLACE ESCONDIDO, CA. 92029 (750) 7.38-8608 FAX: (750) 738-8619 E-MAIL: moilbox@hbo-orchitects.com DRAWN CHECKED DRAWING No. REC REC CADD FILE NO. PROJECT NO. DATE 08.17.16 L6.0