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HomeMy WebLinkAboutDWG 428-6A; PD 05-04; HARTZELL DUPLEX; 01-05GRADING NOTES <IN ADDITI □N T □ THE REQUIREMENTS OF CHAPTER 11.06 □F THE CARLSBAD MUNICIPAL CODE.) I. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVI□USL Y APPROVED BY THE CITY □F CARLSBAD REGARDING GRADING SH□'w'N □N THIS SET □F PLANS. 2. APPROVAL □F THIS PLAN D□ES N□T LESSEN □R 'w'AIVE ANY P□RTI□N □F THE CARLSBAD MUNICIPAL CODE, RES□LUTI □N □F C□NDITI□NAL APPROVAL, CITY STANDARDS □ROTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN T□ THIS PROJECT, THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS 'w'HEN N□N-C□NF□RMANCE IS DISCOVERED, 3. CITY APPROVAL □F PLANS D□ES N□T RELIEVE THE DEVELOPER □R ENGINEER-□F­ 'w'□RK FR □M RESPONSIBILITY F□R THE C□RRECTI□N □F ERRORS AND □MISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISl □NS SHALL BE PR□MPTL Y SUBMITTED T □ THE CITY ENGINEER F□R APPROVAL 4. A RIGHT-□F-'w'AY PERMIT FR□M THE CITY ENGINEER 'w'ILL BE REQUIRED F□R ANY 'w'□RK IN THE PUBLIC RIGHT □F 'w'AY. PRI□R T □ PERMIT ISSUANCE, A CERTIFICATE □F INSURANCE MUST BE FILED NAMING THE CITY □F CARLSBAD AS AN ADDITIONAL INSURED □N THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT □F $1,000,000.00 F □R EACH OCCURRENCE □F LIABILITY, THE INSURANCE COMPANY 'w'RITING THE POLICY MUST HAVE A RATING OF 'A' □R BETTER AND A SIZE CATEGORY □F CLASS V □R BETTER AS ESTABLISHED BY 'BESTS' KEY RA TING GUIDE. S. UNLESS EXEMPTED BY SECTION 301.(lo)S □F THE UNIFORM BUILDING C□DE, RETAINING 'w'ALLS OUTSIDE □F PUBLIC RIGHT □F 'w'AY REQUIRE SEPARATE PERMITS FR□M THE BUILDING DEPARTMENT. 6. N□ 'w'□RK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FR□M THE CITY AND OTHER APPROPRIATE AGENCIES. 7, APPROVAL □F THESE PLANS BY THE CITY ENGINEER D□ES N□T AUTHORIZE ANY 'w'□RK □R GRADING T□ BE PERFORMED UNTIL THE PROPERTY □'w'NER'S PERMISSI □N HAS BEEN OBTAINED AND A VALID GIRADING PERMIT HAS BEEN ISSUED. 8, N□ REVISIONS 'w'ILL BE MADE T□ THESE PLANS 'w'ITH□UT THE 'w'RITTEN APPROVAL □F THE CITY ENGINEER, NOTED 'w'ITHIN THE REVISION BLOCK, □N THE APPROPRIATE SHEET □F THE PLANS ,AND THE TITLE SHEET, 9, ORIGINAL DRA'w'INGS SHALL BECOME THE PROPERTY □F THE CITY UP□N BEING SIGNED BY THE CITY ENGINEER. 10, THE ORIGINAL DRA'w'ING SHALL BE REVISED TD REFLECT AS-BUil T C□NDITI □NS BY THE ENGINEER-□F-'w'□RK PRIOR T □ FINAL ACCEPTANCE □F THE 'w'□RK BY THE CITY. 11. ACCESS FDR FIRE AND □THER EMERGENCY VEHICLES SHALL BE MAINTAINED TD THE PROJECT SITE AT ALL TIMES DURING C□NSTRUCTl□N. 12, 'w'HERE TRENCHES ARE 'w'ITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED □F, (A) SUMMARY SHEET, (B) LABORATORY 'w'□RK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PR□FESSI□NAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FJELD □F APPLIED SOILS MECHANICS, THE SOILS REPORT 'w'ILL BE SUBMITTED TD THE CITY ENGINEERING INSPECTOR 'w'ITHIN T'w'□ 'w'□RKING DAYS OF THE COMPLETION OF FIELD TESTS, 13. A S □ILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE T □ REC□MMENDATI □NS OUTLINED IN THE SOILS REPORT JS REQUIRED PRI□R TD THE ISSUANCE □F A BUILDING PERMIT, ALL CONTROLLED GRADING SHALL BE DONE UNDER THE OBSERVATION OF A PR□FESSI□NAL ENGINEER □F THE STATE □F CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL DR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE 'w'JTH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE • EARTH'w'□RK SPECIFICATIONS ' ATTACHED TD THE PRELIMINARY SOILS JNVESTIGATI□N. DAILY FIELD COMPACTION REPORTS \JILL BE SUBMITTED T□ THE PROJECT INSPECTOR. 14. A PREC□NSTRllCTIQN MEETING SHALL BE HELD AT THE SITE PRIOR T□ THE BEGINNING □E V□RK AND SHAI I BE ATTENDED BY Al I REPRESENTATIVES RESPONSIBLE F □R CONSTRUCTION, INSPECTION, SUPERVISI□N, TESTING AND ALL OTHER ASPECTS DE THE ',,IDRK. THE C□NTRACT□R SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK(760-438-389D AT LEAST FIVE(5) 'w'□RKING DAYS PRI□R TD STARTING C□NSTRUCTI□N, APPROVED DRA'w'INGS MUST BE AVAILABLE PRI□R TD SCHEDULING, THE GRADING PERMIT 'w'ILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING, IS. ALL INSPECTION REQUESTS OTHER THAN FOR PREC □NSTRIJCTION MEETING \JILL BE MADE BY CAI I ING THE ENGINEERING 24 H□I IR INSPECTION REQI !EST LINE AT 760 438 389!.TNSPECTI□N REQUESTS MlJST BE RECEIVED PRIOR TD 2,00 P.M. ON THE DAY BEFORE THE INSPECTION JS NEEDED. INSPECTI □NS 'w'ILL BE MADE THE NEXT 'w'□RK DAY UNLESS YOU REQUEST □THERIJISE. REQUESTS MADE AFTER 2•00 P,M, \JILL BE SCHEDULED FDR T'w'□ FULL 'w'□RK DAYS LATER. 16. THE □'w'NER AND/DR APPLICANT THROUGH THE DEVELOPER AND/DR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FDR CONFORMING TD ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAIJS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TD LABOR CODE SECTI□N 6705 BY SUBMITTING A DETAIL PLANT□ THE CITY ENGINEER AND/DR CONCERNED AGENCY SH□'w'ING THE DESIGN OF SHORING, BRACING SLOPING DR OTHER PR□VISI□NS TD BE MADE OF IJ □RKER PROTECTION FROM THE HAZARD □F CAVING GROUND DURING THE EXCAVATION □F SUCH TRENCH □R TRENCHES □R DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FDR ALL TRENCHES FIVE FEET (S') DR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/DR CONCERNED AGENCY PRI□R TD EXCAVATION. IE THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE, A COPY □F THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TD THE INSPECTOR PRI□R TD EXCAVATI □N. 18. ND BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY □F CARLSBAD. SUBIT APPLICATION FDR BLASTING PERMIT \JELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS, 19. IF ANY ARCHAE□LDGJCAL RESOURCES ARE DISCOVERED 'w'ITHIN ANY 'w'DRK AREA DURING CONSTRUCTION, □PERA TIDNS \JILL CEASE IMMEDIATELY, AND THE PERMITTEE \JILL NOTIFY THE CITY ENGINEER, DPERATI □NS 'w'ILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED IJRITTEN AUTHORITY FR□M THE CITY ENGINEER TD DD S□. 20, ALL OPERATIONS CONDUCTED ON THE SITE DR ADJACENT THERETO, INCLUDING 'w'ARMING UP, REPAIR, ARRIVAL, DEPARTURE DR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TD THE PERI□D BET'w'EEN 7100 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND ND EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED □N 'w'EEKENDS DR HOLIDAYS. <A LIST OF CITY HOLIDAYS JS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER,) 21. ALL OFF SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR T□ THE CITY ENGINEER FDR APPROVAL T'w'□ FULL 'w'□RKING DAYS PRI□R T □ BEGINNING □F 'w'□RK. 22. IMPORT MATERIAL SHALL BE □BT AINED FR□H, AND 'w' ASTE HA TE RIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FDR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES DR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 23, BRUSH SHALL BE REMOVED □NL Y 'w'ITHIN THE AREA TD BE GRADED. N□ TREES ARE T □ BE REMOVED UNLESS SPECIFICALLY NOTED □N THE PLAN, 24, ALL AREAS SHALL BE GRADED T□ DRAIN.GRADING RES UL TING IN THE PONDING □F 'w'ATER IS NOT PERMITTED. ALL EARTHEN S'w'ALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 30, STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE IJITH A MINIMUM D-L□AD OF 1,350, FDR PRIVATE STORM DRAIN PIPES, UP TD 15' PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED IJITH 3/ 4' ROCK PER SDRSD S-4 TYPE 'C' AND PIPE MEETS ASTM STANDARD 3034 FDR SDR 35 SOLID IJ ALL PIPE. 31. 'w'HERE AN EXISTING PIPE LINE JS TD BE ABANDONED AS A RESULT □F THE GRADING OPERATION, IT SHALL BE REMOVED 'w'ITHIN T'w'ENTY FEET OF BUILDING DR STREET AREAS AND REPLACED IJJTH PR□PERL Y COMPACTED SOILS. IN OTHER AREAS THE PIPE \JILL BE PLUGGED 'w'ITH CONCRETE DR REMOVED AS APPROVED BY THE CITY ENGINEER, 32, THE C □NTRACT□ R SHALL VERIFY THE L□CATI □N □F ALL EXISTING FACILITIES <ABOVE GROUND AND UNDER GROUND) 'w'ITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TD PERMIT THE REVISI □N □F THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT IJITH THE PROPOSED IJ □RK. 33, THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES <SEE BEL□IJ) AT LEAST 2 FULL 'w'□RKING DAYS PRI□R TD STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE 'w'□RK 'w'ITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT !-800-422-4133 SDG&E 760-660-7343 SBC 800-892-0123 ADELPHIA COMM. 760-438-7741 CITY □F CARLSBAD(STREETS L STORM DRAIN) 760-434-2980 ,. CITY □F CARLSBAD <SE'w'ER,'w'ATER L RECLAIMED 'w'ATER) 760-438-2722 ,. SAN DIEGUIT□ 'w'ATER DISTRICT 760-633-2650 ,. LEUCADIA COUNTY 'w'ATER DISTRICT 760-753-0lSS ,. VALLECIT□S 'w'ATER DISTRICT 760-744-0460 ,. □LIVENHAIN 'w'ATER DISTRICT 760-753-6466 "BUENA SANITATl □N DISTRICT 760-726-1340 • AS APPROPRIATE 34, PERMIT COMPLIANCE REQUIREMENTS, A. FDR CDNTR□LLED GRADING-THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TD GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE 'w'□RK IN PROGRESS {15.16.120.8) CARLSBAD MUNICIPAL CODE. B. PRIOR T □ FINAL APPROVAL □F A GRADING PERMIT-THE F □LL□'w'ING REPORTS MUST BE SUBMITTED TD THE CITY ENGINEER VIA THE PROJECT INSPECTOR {15.16.120.9 & 10) CARLSBAD MUNICIPAL CODE, (I) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING JS COMPLETE. ALL ER□SI □N CONTROL, SLOPE PLANTING AND IRRIGATION ARE INSTALLED IN CONFORMANCE 'w'ITH CITY CODE AND THE APPROVED PLANS <OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT), (2) AS-BUil T GRADING PLAN. (3) REPORT FROM THE S □ILS ENGINEER, 'w'HICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS T□ THE EXPANSIVE QUALITY □F THE S □IL, AND SUMMARIES OF FIELD AND LABORATORY TESTS, THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING IJAS DONE IN ACCORDANCE IJITH THE REQUIREMENTS AND REC□MMENDA TI□NS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO, (4) REPORT 'w'ITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY, 35, UNLESS A GRADING PERMIT F□R THIS PROJECT IS ISSUED 'w'ITHIN ONE <D YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED T □ BE RESUBMITTED FDR PLANCHECK. PLANCHECK FEES 'w'ILL BE REQUIRED FDR ANY SUCH RECHECK, 36. THE S□ILS REPORT TITLED 'GE □TECHNICAL INVESTIGA TI□N, PR□P□SED HARTZEL DUPLEX, 755 AV□CAD□ LANE, CARSLBAD, CALIFORNIA ', PREPARED BY 'w'ESTERN S□IL AND FOUNDATI □N ENGINEERING INC, DATED NOVEMBER 9, 2004 SHALL BE CONSIDERED AS A PART □F THIS GRADING PLAN, ALL GRADING SHALL BE DONE IN ACCORDANCE 'w'ITH THE REC□MENDATl□NS AND SPECIFICATIONS CONTAINED IN SAID S□ILS REPORT, 37, ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS 'w'□RK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PR□FESSI□NAL LAND SURVEYORS ACT, "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF 'w'□RK FDR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE □VER THE DESIGN □F THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PR□FESSI□NS CODE, AND THAT THE DESIGN IS CONSISTENT 'w'ITH CURRENT STANDARDS, I UNDERSTAND THAT THE CHECK OF PROJECT DRA'w'INGS AND SPECIFICATIONS CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF 'w'□RK, OF MY RESP□NSIBILITIES F □R PROJECT DESIGN. FIRM• AQUA TERRA ENGINEERING INC. ~ ADDRESS• 1843 CAMPESIN□ PLACE CITY, STATE, DE, C os,'Y) No.23880 TELEPHONE• / / ~~~~~30rl,LJ"lJ":,'::,___- R.C,E, N□., 23080 REGISTRATION EXPIRATION DATE, I2/31/0S SOILS ENGINEER'S CERTIFICATE I, DENNIS ZIMMERMAN, A REGISTERED GE □TECHNICAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD □ F APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY □F THE S □IL C□NDITI □NS PREVALENT 'w'ITHIN THIS SITE 'w'AS MADE BY ME DR UNDER MY DIRECTION BET'w'EEN THE DATES □F SEPTEMBER 16, ~ AND SEPTEMBER 16, 2004, JOB N□, 04-54, T'w'□ COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, 'w'ITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TD THE OFFICE □F THE CITY ENGINEER. BY THE 25, THESE PLANS ARE SUBJECT TD A SIGNED AND APPROVED SET □F ER□Sl□N \/[STERN SDIL AND FOUNDATION ENGINEERING, INC CONTROL PLANS, ER□SI □N CONTROL SHALL BE AS SH□'w'N AND AS APPROVED BY 423 HALE AVENUE C?-:,__ ~ •1 ' c. THE CITY ENGINEER □R AS DIRECTED BY THE PROJECT INSPECTOR, ESCONDIDO, CA 92029 SIGNED•~~ --,-jb-0,5 26, ALL SLOPES SHALL BE TRIMMED TD A FINISH GRADE TD PRODUCE A UNIFORM ~..=:cJE.~• 760-746-3553 DENNIS ZIMMERMA DATE SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND /411,()rE:is,1,.c;.: ';-,,_ . _,,.,,___ c 26676 GE 928 EXPIRES 3/31/06 ORDERLY C □NDITI□N. ALL STONES, ROOTS □R OTHER DEBRIS SHALL BE REMOVED ;ff.,,;,✓'.>rii'ii,;:..'.:'.~t"-\ ... 1::;;-,:--····-;~ ' AND DISPOSED □F AT A SITE APPROVED □F BY THE CITY ENGINEER, ~""(£'" · ·. "Ii' ~t:'zi ~· '•,·:':. •:,·,··~ 27 ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED A+ID/□R HYDR□SEEDED ':; _;'$''' 1'/,_ "c-1 .. i .; >;;J'' ~,: ;;<:. ,.\,,\ • IJITHIN TEN <to> DAYS □F THE TIME 'w'HEN EACH SLOPE IS BROUGHT T□ GRADE .J~G No. 928 ~ ~\ /< ,p· '-\~':,il'.\ AS SH□'w'N ON THE APPROVED GRADING PLANS, ~•' ,.,.. ' '· · ··· -' · "~ 28, LANDSCAPING SHALL BE ACCOMPLISHED □N ALL SLOPES AND PADS AS REQUIRED BY ~ f>J3-.~~ "" >·'-;.!=>'.17-_!~J\~7 r:,i THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE APPROVED SLOPE REVEGETA TI□N It 6' ,. 'v/ * '\\''" i, ,;,;\;,:,;\ :\;<,',,, /i: / PLANS AND /DR AS DIRECTED BY THE CITY ENGINEER □R PLANNING DIRECTOR. *1,/'q1f<;_11!':_i"<'-::'5/' \:';:;:>;;::i6i,fo,,ir,'.,,~~~ i 29, THE □'w'NER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE "'.,<OF CAL\t~ "<1~\)f':~·-·,~(Y'~/ 'w'□RK OF THESE GRADING PLANS 'w'ITH THAT SH□'w'N ON APPLICABLE LANDSCAPE AND "'·"=•~ '·~~-(,Al;; .. :;: JRRIGA TI□N PLANS, SLOPE REVEGET A TI□N PLANS AND IMPROVEMENT PLANS AS REQUIRED ,"c. . ..:_.c-- "'"" Yt:,.JtJ, ~ 'H~-05 VICENT GABY DATE CEG 1755 EXPIRES 7 /31/0.lf 7 FDR THIS 'w'□RK IN ACCORDANCE 'w'ITH THE LANDSCAPE MANUAL TIME REQUIREMENTS □R AS □THER'w'ISE DIRECTED BY THE CITY ENGINEER DR PLANNING DIRECTOR, EARTHWORK QUANTITIES .c..uI. EXCAVATION (RAW):. . 647. C.Y . - EMBANKMENT (RAW): PAVEMENT SECTION: 3''.A.C./6"A.B. ~o~. C.Y .. TOTALS: .. 6.47..C.Y .. FILL 13 C.Y. .13. C.Y. EXPORT: REMOVAL AND RECOMPACTION 634 C.Y. 900± C.Y. THE EARTH'w'□RK QUANTITIES SH□'w'N 'w'ERE CALCULATED BASED ON THE PRISMOIDAL (CONTOUR SLJCD METHOD, THE QUANTITIES INCLUDE CONCRETE BUILDING SLABS, STREET PAVEMENT AND BASE (RA'w') VOLUMES, THE EARTH'w'□RK QUANTITIES SH□~N DD NOT ACCOUNT FDR THE IMPACTS □F THE FINAL EARTH MOVING QUANTITIES OF THE F □LLO~ING ITEMS. 1) SHRINK DR S'w'ELL OF THE NATIVE DR IMPORTED MATERIAL 2) EXCAVATION OF BUILDING AND COLUMN FOOTINGS 3) SPOIL MATERIAL CREATED FROM PIPE TRENCHING 4) PLACEMENT OF LANDSCAPING TOP SOILS THE CONTRACTOR SHALL PREPARE SEPARATE EARTH'w'□RK QUANTITY CALCULA TI□NS PRIOR TD BIDDING AND SHALL BASE HIS/HER BASE BID EXCLUSIVELY ON HIS/HER □'w'N CDMPUTATI □N, OWNER'S CERTIFICATE 'w'E HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER DR GEOLOGIST HAS BEEN DR 'w'JLL BE RETAINED TD SUPERVISE □VER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY □F THIS SITE. C&Y&~ !?g1Jcc::ifltc 4009 CRES CARL;SBAD, CA 92008 TEL• 760-729-0702 LEGAL DESCRIPTION LDT 8, BRENT'w'□□D VILLAGE, MAP N □. 4369 DATE CITY OF CARLSBAD, COUNTY □F SAN DIEGO, STATE □F CALIFORNIA APN• 204-210-11 SOURCE OF TOPOGRAPHY TOPOGRAPHY SH□'w'N □N THESE PLANS 'w'AS GENERATED BY FIELD SURVEY METHODS FR □M INFORMATION GATHERED BY MELCHI □R LAND SURVEYING, INC , □N OCTOBER 6, 2004, JOB ND. 2606 TOPOGRAPHY SH□'w'N HEREON CONFORMS T □ NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT JS LOCATED IJITHIN ASSESSORS PARCEL NUMBER• APN• 204-210-11 THE CALIFORNIA COORDINATE INDEX □F THIS PROJECT JS, N 360, E 1660 WORK TO BE DONE THE GRADING 'w'□RK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, ER□SI□N CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SH□'w'N DR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RES□LUTI □NS AND ORDINANCES CITED □N THESE PLANS. THE GRADING 'w'□RK SHALL BE PERFORMED IN ACCORDANCE 'w'ITH THE F□LL□'w'ING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER, I. CARLSBAD MUNICIPAL CODE 2. CITY □F CARLSBAD STANDARDS 3, THIS SET OF PLANS 4. THE STANDARD SPECIFICATIONS FDR PUBLIC 'w'□RKS C□NSTRUCTl□N (GREEN B□□K). S. S□ILS REPORT AND REC□MMENDATI □NS BY IJESTERN SOIL AND F□UNDA TIDN ENGINEERING, INC. DATED NOVEMBER 9, 2004, JOB ND. 04-54 6. THE SAN DIEGO REGIONAL STANDARD DRA'w'INGS AND AS MAY BE MODIFIED BY THE CITY □F CARLSBAD STANDARDS. 7. CALIFORNIA ST□RMIJATER QUALITY ASS□CJATI □N, BEST MANAGEMENT PRACTICE CONSTRUCTION HANDBOOK AND THE STATE OF CALIFORNIA, DEPARTMENT □F TRANSPORTATION CONSTRUCTION SITE BEST MANAGEMENT PRACTICES <BMP) MANUAL LEGEND THE QUANTITIES LISTED BELO'w' ARE PROVIDED FOR REFERENCE □NL Y AND DOES N□T RELIEVE THE CONTRACTOR FROM COMPLETING AN INDEPENDENT ANALYSIS OF THE llUANTITIES AND CDSTS ASSOCIATED \/ITH THE IMPROVEMENTS REQUIRED FDR THIS PRO.£CT. DESCRIPTION D'w'G,N□, SYMBOL DRAINAGE SI/ALE PER DETAIL 'B' □N SHEET 2 STORM DRAIN PIPE (ASTM D3350 DR APPROVED EQUAU SIZE AS SHO\IN ON PLAN PRIVATE CATCH BASIN MASONRY RETAINING \/ALL (BY SEPARATE PERMIT) DRIVE'w'AY PAVEMENT EXIST!Nli CONTOURS PROPOSED CONTOURS DAY LIGHT LINE GRAVEL BAGS (CHEVRON) GRAVEL BAGS (BERM) STABILIZED ACCESS SILT FENCE PROJECT SITE DETAIL 'A' ON SHEET 2 S.D.R.S.D. C-3 AND SPECIAL DESIGN DETAIL •~• ON SHEET 5 DETAIL "N" ON SHEET 5 □ -~-(60) ------ ~65----- C ) M » ,:.; 0 t t I 4 • ) 0 DETAIL iC-1" Of BMP MANUAL DETAIL "R" ON SHEfT 5 --O>----<O>----<:l-0--.--- QUANTITY 41 L.F. 243 L.F. 11 EACH 360 S.F. 737 S.F. 30 EACH 110 EACH 160 S.F. 440 L.F. VICINITY MAP CIVIL ENGINEERING ' LANO PLANNING f!il4mterra Engineerina Inc. SHEET INDEX I TITLE SHEET, NOTES 2 NOTES AND DETAILS 3 GRADING PLAN 4 DEMOLITIDN PLAN ND SCALE ~ 1843 Campesino Phice ~ Oceanside, CA 92054 ~ Tele: (760) 439-2802 1 §§ Fax: (760) 439-2866 PUNNING DEPARTMENT APPROVAL ~ z1w DATE:/O/G M "AS BUILT" (SIGNED) 5 EROSIDN CONTROL N!lTES AND DETAILS ASSl~L ____ , PLANNING DIRECTOR RCE___ EXP,,----DATE _,,¼z d~ DATE:1"/6 /tJS" 1-----------------1 (SIGNED) REVIE'w'ED BY• RECOMIIENDED BY: ~ff ;;;Ji~,L (PRINT NAME) INSPECTOR DATE BENCH MARK DESCRIPTION• CITY □F CARLSBAD CONTROL MONUMENT l---+---1--------------+----+----+----+---I I SHE1ET I CITY OF CARLSBAD I SHE5ETS I :===:..:::==E=N::G::I=NE:::E:::R::I::N:::G=D=E=P=A=R=T::ME:::N=T==:::::...'.==::::::: AT E.S. PINE ST. SCHOOL CHSLD SQUARE IN L□CATl□N• SIDE\JAI K 5' INSIDE Pl , AT S El Y, Bl DG. RECORDED• .J.1CL>UL..<;.2-_________ ~~-- ELEVATI □N1 61.804 DATUM1_,M:,,:,S,,,,,.L'---- CARLSBAD MUNICIPAL WATER DISTRICT ~,,-5, 4-e~ ROBERT J, WOJCIK DA TE DEPUTY CITY ENGINEER R.C.E. 33698 EXP. 8 30 06 GRADING PLANS FOR: HARTZELL DUPLEX 755 AVOCADO LANE APPROVED LLOYC B. HUBBSOr /t,-L....e?r L'.7. ~~ /oU~/oS" l---+----+-..----------------+---1---+---+----I CITY ENGINEE~ 2388ii1Ex""ppcc11RR ..... EE_S_1_2_3_1_05 7 OA TE DA TE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY:'--=-- RVWD BY: PROJECT NO. PD 05-04 I DRAWING NO. _ 428-6A PLOT DATE: 8/30/05 .31 PVC @ 6.7% i ------ SPECIAL NOTES THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF WORK. THE CITY ENGINEER'S SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF THESE SPECIAL NOTES AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. 1) NEITHER THE OWNER NOR THE ENGINEER Of WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY HEALTH STANDARDS, LAWS AND REGULATIONS. 2) CONTRACTOR W!LL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILmES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISION IS NECESSARY BECAUSE OF NEW WORK. 3) CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 4) CONTRACTOR SHALL NOTIFY SAN DIEGO GAS & ELECTRIC CO. PRIOR TO STARTING WORK NEAR COMPANY FACILITIES ANO SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. 5) CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE CO. PRIOR TO STARTING WORK NEAR COMPANY FACILmES AND SHALL COORDINATE HIS WORK NEAR COMPANY FACILITIES ANO SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. 6) CONTRACTOR SHALL NOTIFY THE ADELPHIA COMMUNICATIONS. PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK NEAR COMPANY FACILITIES ANO SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. 7) CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 8) THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT ALL WATER UTILITIES AND STORM DRAINS ARE BUILT IN ACCORDANCE WITH THESE PLANS. IF THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY CALLING THE ENGINEER OF WORK AT (760) 439-2802. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT ANY ADJACENT PROPERTY FROM HIS OPERATIONS BY APPROPRIATE MEANS (GRAVEL BAGS, HAY BALES, TEMPORARY DESILTING BASIN, DIKES, SHORING, ETC.) UNTIL SUCH TIME THAT THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY WHATEVER OWNER, AGENCY OR ASSOCIATION IS TO BE ULTIMATELY RESPONSIBLE FOR MAINTENANCE. CML ENGINEERING • LAND PlANNING lfJUPJJl!terra Engineerina Inc. 10 0 10 I I I I I '\ --N 3.fiS2) .r1snr--- ~ARAGE AND CONSTRUCnON LEGEND 1ST. IJRll'l;"W.,A~Y~ TO REMAIN)- FOUNDATION DRAINAGE PLAN SCALE: 1 "=10' @ TRENCH DRAIN PER DETAIL 'C' ON SHEET 2 W 9'X 9' CATCH BASIN PER DETAIL 'F' ON SHEET 2 i:j) SUMP PUMP ENCLOSURE PER DETAIL "D' ON SHEET 2 @ FOUNDATION \vALL DRAIN PER DETAIL 'E' ON SHEET 2 @ 4' STORM DRAIN CLEANOUT PER S.D.R.S.D. S-3 NOTES 1) ALL PVC DRAIN,IGE PIPES SHALL CONFORM TO ASIM 03350, CELL CLASS 324420C (4" -10" OIA.) & 335420C (12"-15" DIA.\ "SURE-LOK F477" AS MANUFACTURED BY HANCOR INC: MSHTO M252, TYPES (4"-10") AND MSKTO M294, TYPES (12"-15") 2) LENGTHS OF DRAINAGE PIPE ARE FROM CENTER OF STRUCTURE TO CENlIR OF STRUCTURE 3) CONTRACTOR T□ VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING Lt.DERGROUND \/ATER, SE\IER AND STORM DRAINAGE SYSTEMS PRIOR TD TRENCHING F□ R Nfll CONNECTING FACILITIES. IN THE EVENT ACTUAL LOCATION VARIES SIGNIFICANTLY FROM THAT SH□IIN □N PLAN, THE ENGINEER OF \/ORI< SHALL BE NOTIFIED PRIDR TD PROCEEDING \/ITH INSTALLATION, ALL EXIST. FACILITIES SHALL BE PROTECTED DLRING CDNSTRUCTIDN, 20 1843 Campesino Pface Oceanside, CA 92054 ?E¥{i Tele: (760) 439-2B02 ----~ ------=---= Fax: (760) 439-2B66 Seo.le, I' = 10' C: \DWG12\Cl.SB-IP.DWG / 12" X 12" PI.ASTIC SQUARE GRAlI SJ.OPE TO DRAIN (2,: MIN.) COMPACTED SOIL / CONCRffi HARDSCAPE NOS 12' LOW PROflE ilDAP1£R OS UtMRSM. OUTlfT ,,--PVC SANITARY lIE ~ _,.,.--PVC PIPE tn,....e:;, ,-,.,,-CRUSHED STONE IN LINE CONNECTION NOT TO SCALE 12" X 12" PlA.5TIC SQUARE GRAlI SJ.OPE TO DRAIN (2% MIN.) -COMPACTED SOIL / CONCRffi HAROSCAPE NOS 12" LOW PRORLE ilDAP1£R NOS UNl'lffiSAI. OUTlfT ,,.--PVC ELBOW PVC PIPE CRUSHED STONE END CONNECTION NOT TO SCALE @_)TYPICAL 12"X12" CATCH BASIN WITH PARKWAY GRATE FINISH GRADE 4' DIA PERI', PIPE FULL LENGTH NO SCALE 1/ ...,..-DU!LDING \/ALL tt---1-\/ATER PROOF EXTERIOR \/ALL FACE (9 FOUNDATION WALL DRAIN DETAIL 2 NOT TO SCALE GRASS DR TURF LINED OPTION OVER LANDLOK TURF REINFORCEMENT (10, CM) 0"'~ ® TYPICAL DRAINAGE SWALE DETAIL NO SCALE NOTES, 1) PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL 2) FDR GRASS DR TURF OPTION, INSTALL LANDLDK TRM 450 TURF REINFORCEMENT MAT, (£> NOS DURA CHANNEL DRAIN (PRIVATE) NOT TO SCALE 9" X 9" GILVN41Z£D STEEL SQUARE GRAlI SLOPE TO llR,IIN (1% uit!) §!.OP£ TO DRAIN (1~ ~-) •, , "' , Mt~~:t:::_:_·~-' _ _:___:_· ~-~~=~EIE= ---~s UNIVERSAL ounrr ,,,---PVC SANITARY lIE ~ .,,,.---PVC PIPE 1r,....:;. / _,.,,-CRUSHED STON£ IN LINE CONNECTION NOT TO SCALE SLOP£ TO DRAIN (1'1: Mf!) 9" X 9" GILVANIZED STEEL SQUARE GRAlI SJ.OPE TO DRAIN (1% MIN,) • •~CONCREIE FLOOR NOS 9; . LOW . PROflLE ADAPTER t~~T-------------NOS UtWERSAL OUTlfT ,,---PVC ELBOW PVC PIPE CRUSHED STONE END CONNECTION NOT TO SCALE ~ TYPICAL 9''X9" CATCH BASIN '\2J WITH TRAFFIC GRATE ND SCALE No. 23080 1-< AND BACK UP BROO(S PR<DJCJS OOEL 1212 YlllH PI.Rl(WAY OOl'ER J' DIAMETER CONCRElI OR RBERGLASS ENCLOSURE SUMP PUMP DETAIL NOT TO SCALE SYMBOL LEGEND DESCRIPTION SYMBOL ELEVATION, TOP OF FOOTIN,c,_ __ TF ELEVATION, TOP OF WALL ___ TW ELEVATION, TOP OF CURB ___ TC ELEVATION, TOP OF BERM ___ TB ELEVATION, FINISH SURFACE ___ FS ELEVATION, FINISH GRADE ____ FG ELEVATION, TOP OF GRATE ___ TG ELEVATION, HIGH POINT ____ HP ELEVATION, LOW POINT ___ LP ELEVATION, FLOW LINE ____ FL ELEVATION, FINISHED FLOOR, ___ FF ELEVATION, TOP OF STRUCTURE_TOP ELEVATION, INVERT ELEVATION __ IE ELEVATION, TOP OF BERM __ TB ELEVATION, EXISTING ___ (950.50) ELEVATION, PROPOSED ___ 950.50 DETAIL REFERENCE ~DETAIL LABEL ~SHEET NO. ""'~"~"'"' '""'"' " _/_ ___ "!---' -----ATE_,L"!p/p-;- GARY LIP.SKA RCE 23080 EXPIRES 12/31/05 "AS BUIL T11 P.E. __ _ EXP. ___ _ DATE REVIE\vED BY, INSPECTOR DATE l---+--1-------------1---1---+---+------I I SHE2ET I CITY OF CARLSBAD I SHE5ETS I ENGINEERING DEPARTMENT ~=:...::::=::::::=:::===============-===! B(NCH MARK DESCRIPTION• CITY OF CARLSBAD CONTROL MONUMENT AT E.S. PINE ST, SCHOOL CHSLD SQUARE IN LOCATION, SIDE',/AI K 5' INSIDE Pl , AT S El Y, Bl DG. RECORDED, -"""'-"-"''--"-,__ ____________ _ ELEVATION• 61.804 DATUM, M.SL 1-------'f----+-----------------l------l----l------1----.I GRADING PLANS FOR: DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 01\1ER APPROVAL CITY APPROVAL ---------------- HARTZELL DUPLEX 755 AVOCADO LANE APPROVED LLOYD B. HUBBS 8 r .,,d,:__,.,.""6,:;,.,-"'""""-""~"c=d,~,._,--_~==~,q;~-=~,_,-"------Jo(/.;./o~ CITY ENGINEER'?E 238897 EXPIRES 12 31 05 7 DA TE OWN BY: <• CHKD BY: :__:: __ RVWO BY: PROJECT NO. PD 05-04 I DRAWING NO. . 428-6A PLOT DATE· 8/30/05 EASEMENT LEGEND @ 8' IIIDE PUBLIC UTIUlY !EASEMENT PER MAP NO. 4369 @ 8" IIIDE ( 4' ON LOT 8) DRAINAGE EASElof£NT PER MAP NO. 4369 © PACIFIC TELEPHONE ANO TELEGRAPH PUBLIC UTIIJTY EASEMENT REC. 12-10-1959 AS INSTRUMENT NO. 255821 O.R. @ SOG&E PUBLIC UTtulY EASEl,f£NT REC. 1-4-1960 AS INSTRUUENT NO. 410 0.R. LOT 7 / I \ ------- \ -✓ / / / / / EX. HO~SE / / / 6' WOOD flNCE---✓ EE NOTE NO. 3 ELD',/ THIS SHEET HOUSE DIRT TO REMAIN / DIRT / / / / / OVERHA~1-I (TYP) r;;/wooo n:NcE ··m RFM.AIN MULTI-TR TRE{ / / / / ! / BUILDING LINE FOR NEW RESIDENCE AND SUBTERRANEAN GARAGE I LOT 8 I I / BUllDING LINE FOR NEW RESIDENCE AND SUBTERRANEAN GARAGE FFfli/RST FLOOR) = 64 O GF GARAGE! = 54.75 . PA (GARAGE) = 54.08 BUILDING LINE FOR N W RESIDENCE AND SUBTERRANEAN GARAGE =--~ EXISTING HOUSE DIRT FOR EXISTING IMPf?QV[MENTS DESIGNATED FOR REMOVAL S££ OEMOLJnON PIAN (SHEET 4/ ~ MAf' 775 ~ GRADING PLAN SCALE: 1"~10' CONSTRUCTION LEGEND X / 6' WOOD ~T,[NC[ (D 12'X 12' CATCH BASIN PER DETAIL 'A' ON SHEET 2 @ DRAINAGE S'.'ALE PER DETAIL 'B' ON SHEET 2 @ MASONRY RETAINING '.'ALL PER S.D.R.S.D. C-3 (1) MASONRY RETAINING '.'ALL PER SPECIAL DESIGN @ DRIVE'.'AY PAVEMENT @ TRENCH DRAIN PER DETAIL 'C' ON SHEET 2 ' '' .. ~~:-'.,_WJ), f.~y HOUSE ('j) AREA OF OVEREXCAVATION AND RECOMPACTION PER SOILS <[i) SUMP PUMP ENCLOSURE PER DETAIL 'D' ON SHEET 2 o;...-__ __:10 20 Scole= 1 K = 101 CML ENGINEERING * LAND PLANNING rd ~ terra Engineerina Inc. 1843 Campesino Pface Oceanside, CA 92054 ele: (760) 439-2602 I ~3 Fax: (760) 439-2666 c, \DWG12\QSB--IP.OWG NOTES 1) ALL PVC DRAINAGE PIPES SHALL CONFORM TO ASTM 03350, CELL CLASS 324420C (4" -10" DIA.) & 335420C (12•-15• DIA.) "SURE-LOK F477" AS MANUFACTURED BY HANCOR INC: MSHTO M252, TYPES (4"-10") AND MSHTO M294, 1'1\>E S (12"-1S") 2) LENGTIHS OF DRANAGE PIPE ARE FROM CENTER OF STRUCTURE TO CENTER OF STIRUCTURE 3) CONTRACTOR T□ VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UNDERGROUND \/ATER, SE',/ER AND STORM DRAINAGE SYSTEMS PRIOR T□ TRENCHING FOR NEIi CONNECTING FACILITIES. IN THE EVENT ACTUAL LOCATION VARIES SIGNIFICANTLY FROM THAT SHO\IN ON PLAN, THE ENGINEER OF \/ORK SHALL BE NOTIFIED PRIOR TO PROCEEDING \/ITH INSTALLATION. ALL EXIST. FACILITIES SHALL BE PROTECTED DURING CONSTRUCTION. 75 70 65 60 55 A ADO j:::1 cd --'---'--ii-"""""--tsc~--1 ON •p• -"p" ' -t----+-_.1 ___ _ I 75 70 65 60 55 50 HORZ.' 1"=10', T 1" ;,,10' 50 1+so 1·'-:-+~soc--'-----'-'---c1---'+1::::o--1..._~1+_Lso-c--__J_~1+Lsoc---__J_ __ 2_J+Loo _ _J_ __ 2...1+1-o-_L __ 2+J"2"'"'0---j I / , / GRASS BRENTWOO,; DIRT VII LAGE 4309 EX. HOUSE , 6' WOOD >< / -. J[liCc V LOT / DIRT I 0+90 1+00 1+10 1+20 75 ---+-- 70 65 60 55 50 o+90 9 1+00 1+10 EX. GRADE -~ SYMBOL LEGEND 1+20 DESCRIPTION SYMBOL ELEVATION, TOP OF FOOTIN~ __ TF ELEVATION, TOP OF WALL ____ TW ELEVATION, TOP OF CURB ___ TC ELEVATION, TOP OF BERM ___ TB ELEVATION, FINISH SURFACE ___ FS ELEVATION, FINISH GRADE ____ FG ELEVATION, TOP OF GRATE ___ TG ELEVATION, HIGH POINT ____ HP ELEVATION, LOW POINT ___ LP ELEVATION, FLOW LINE ____ FL ELEVATION, FINISHED FLOOR. ___ FF ELEVATION, TOP OF STRUCTURE __ TOP ELEVATION. INVERT ELEVATION __ IE ELEVATION, EXISTING ____ (950.50) ELEVATION, PROPOSED___ 950.50 1+30 1+30 1+40 1+40 I I I flRST FLOOO I /FF 64.oo I I I I I -i--- 1 1.5' GARAGE FLOOO /Gf 54./5 5'±-..,. WALL DRAIN PER 0£TAI. "E" SHEET 2 TEMP(X'!ARY LINE OF ~ILS ,~ONREf®'AL SECnON it-"R" SCALE: HORZ. 1"=5', ~T 1" =5' DETAIL REFERENCE ~DETAIL LABEL ~SHEET NO. 1" =10' 1+70 1+80 1+90 FIRST FLOOR FF 64,00\ GARAGE FLOOO GF 54./5 \ 2+00 2+10 I --1- I 2+20 I I I ,s•'1 I I I '75 70 65 60 55 50 2+30 WALL DRAIN PER DETAIL '[' SHEET 2 TEMPORARY LINE OF -" -5'±---1 Ws~~f~o SEcnON ·s· -·s· SCALE: HORZ. 1"=5', ~T 1• =5' , PRE . i UND~/ReryVISIDN OF, i~ ---~-~TE_'!L~~/p-.;--~ GARY ~KA Rrr 23080 EXPIRES 12/31/05 No.23080 "AS BUILT" P.E. __ _ EXP.----DATE REVIE'.'ED BY, INSPECTOR DATE l---+--f-------------+---+---1---1----11 SHE3ET I CITY OF CARLSBAD I SHE5ETS I ::==='..-==:::::E:::N::::G:::IN:::E:::E:::R::IN::G:::::D:::E:::P::::A:::::RT::::M::E::N::::T==~==~ BENCH MARK DESCRIPTION• CITY OF CARLSBAD CONTROL MONUMENT AT E.S. PINE ST. SCHOOL CHSLD SQUARE IN LOCA TIDN• SIDE\JALK 5' INSIDE PL AT S El Y, Bl DG, RECORDED• ELEVATION, 61.804 DATUM•~M~.S=·=L~-- 1----+----+----------------+--__Je----l-----l----l GRADING PLANS FOR: DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 011,ER APPROVAL CITY APPROVAL HARTZELL DUPLEX 755 AVOCADO LANE APPROVED LLOYD B. HUBBS 6' ,-- /4-,,::..«:e•;,z-;;;:;,.,..,,-r'Z=~✓,7';.,~J,-r.;;,=-:..~~~;.-...,,.4~· L_ ___ ,.,,//;z,,/45 CITY ENGINEEl?PE 238fitJEXPIRES 12 31 05 7 i5ATE OWN BY: PROJECT NO. DRAWING NO. ~~~g ~} """--PD 05-04 428-6A PLOT DATE• B/30/0S 0 w~ 0.Sla,, .,, I\) (J1 cp 0, )> 10 EASEMENT LEGEND @ 8' 'MD£ PUBLIC UTILITY EASEMENT PER MAP NO. 4369 @ 8' WIDE {4' ct. LOT 8) DRAINAGE EASEMENT PER MAP NO. 4369 © PACIFlC TIELEPHONE AND TELEGRAPH PUBLIC UTILITY EASEMENT REG. 12-10-1959 AS INSTRUMENT NO. 255821 O.R. (ID SDG&f PUBLIC UTILITY EASEMENT REC. 1-4-1960 AS INSTRUMENT NO. 410 D.R. LOT 0 10 20 ---- 7 7 I I / c, \DWG12\CLSB-IP.DWG / / / / ' ' ' ' • (,l.8,) \ \ \ \ / \ MAP 775 I I 1,897 TO ~r~~A ' . (:,,JG) \ \ \ EX. CON HOUSl / GRASS RRFNTWOOD M/\P NO. BENCH MARK VILLAGE 4369 I LOT 9 DESCRIPTION• CITY OF CARLSBAD CONTROL MONUMENT AT E.S. PINE ST. SCHOOL CHSLD SQUARE IN LOCATl□N• SIDEWALK 5' INSIDE PL, AT S El Y, Bl DG, RECORDED• ELEVATl□N> 61.804 DATUM• M.S.L. SYMBOL LEGEND DESCRIPTION SYMBOL ELEVATION, TOP OF FOOTIN,~ __ TF ELEVATION, TOP OF WALL ____ TW ELEVATION, TOP OF CURB ____ TC ELEVATION, TOP OF BERM ___ TB ELEVATION, FINISH SURFACE ___ FS ELEVATION, FINISH GRADE ____ FG ELEVATION, TOP OF GRATE. ____ TG ELEVATION, HIGH POINT ____ HP ELEVATION, LOW POINT ____ LP ELEVATION, FLOW LINE ____ FL ELEVATION, FINISHED FLOOR ___ FF ELEVATION, TOP OF STRUCTURE __ TOP ELEVATION, INVERT ELEVATION __ IE ELEVATION, EXISTING ____ (950.50) ELEVATION, PROPOSED____ 950.50 DETAIL REFERENCE fl2<0DETAIL LABEL ~SHEET NO. 11 AS Slf?ElRVISI □ N OF, I __ ' /DATE_ !J/10/c,r 23080 EXPIRES 12/31/05 BUILT" P.E. __ _ EXP.----DATE REVIEWED BY• INSPECTOR DATE l---+---f---------------+-----+---+---+----11 SHE4ET I CITY OF CARLSBAD I SHE5ETS I :==='...'.::=:::E:::N:::G:::IN:::E:::E:::R:::IN::::G:::::::D::::E:::P::::A:::R::::TM:::E:::N::::T==~=== DEMOLITION PLAN FOR: HARTZEU DUPLEX 755 AVOCADO LANE APPROVED LLOYD B. HUBBS 8 'r l----+---1-------------------1----!----1----1-----t 1./4',::-,.;,.,ief;,.,.,,--,, ... ~~d.~.~v.,,;;;,=~...,,i::.~-·-n._ _____ /~ft.J;/4, 5 CITY ENG1NkPE23Ef89EXPIRES 12 31 05 6ATE DA1!E INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. PD 05-04 I DRAWING NO. . 428-6A PLOT DATE> 8/:JO/O~ EASEMENT LEGEND @ 8' l\1DE PUBLIC UTILITY [ASEMENT PER MAP NO. 4369 @ 8' l\1DE ( 4' ON LOT 8) DRAINAGE EASEMENT PER MAP NO. 4369 © PACIFIC llliPHONE ANO TELEGRAPH PUBLIC UTILITY EASEMENT REC. 12-10-1959 AS INSTRUMENT NO. 255821 O.R. (]!) SDG&E PUBLIC UTILITY EASEMENT REC. 1-4-1960 AS INSTRUMENT NO. 410 O.R. LOT 7 I / / EX. HOIJSE / I / 9;-wooo FENCE ro KlMAIN / MULTI-TR / 'Rof / / / " / \ I I \ L AVOOOO } LANE I I I \ / ' , (,RJ I I DIRT •// (cSJill-- I 1 /, / ! / I / / / / 4.9 ± -------~fR 1t~RCi26@iJ%; --- SYMBOL LEGEND / / / HOUSE / I DESCRIPTION SYMBOL ELEVATION, TOP OF FOOTIN,~ __ TF ELEVATION, TOP OF WALL ____ TW ELEVATION, TOP OF CURB ___ TC ELEVATION, TOP OF BERM ___ TB ELEVATION, FINISH SURFACE ___ FS ELEVATION, FINISH GRADE ____ FG ELEVATION, TOP OF GRATE ___ TG ELEVATION, HIGH POINT ____ HP / / 5' WOOD FENCE~,< TO REMAIN / DIRT / / / / / G 9.1 2.0% --- ELEVATION, LOW POINT ___ LP ELEVATION, FLOW LINE ____ FL CATCH BASIN ELEVATION, FINISHED FLOOR ___ FF I I ( I / BUILDING LINE FOR NEW RESIDENCF ANO SIJBlERRANEAN GARAGE LOT 8 FF {f!RST FLOOR) = 64.0 GF I GARAC[) = 54. 75 PAD (GIIRAC[} = 54. 08 ' BUILDING LINE FOR NEW RESIDENCE _! /AND SUBTERRANEAN GARAGE ! , _BUILDING I INE FOR NEW RESIDENCE --.../' I I \ \ ✓-AND SUBTERRANEAN GARAGE ~--~ ,,✓/,,,// HP MAP 775 EROSION CONTROL PLAN SCALE: 1"=10' GRAVEL BA • 1· ,--1 J' .lY.· I I DIRT HOUSE ELEVATION, TOP OF STRUCTURE __ TOP ELEVATION, INVERT ELEVATION __ IE ELEVATION, EXISTING ____ (950.50) PLAN VIEW ELEVATION, PROPOSED___ 950.50 DETAIL REFERENCE ~DETAIL LABEL \1_)(;SHEET NO. 10 o'--___ 10 20 ---=--------=-------_-- Scote, 1' = 10' CML ENGINEERING • LAND PLANNING /jblm/terra Engineerina Inc. 1843 Campesino Phtce Oceanside, CA 92054 Tele: (760) 439-2602 Fax: (760) 439-2866 C, \DWG12\CLSB-IP.DWG 2 LAYERS OF GRAVEL BAGS (TYPICAL) UNLESS OTHERWISE NOTED RUNOFF / GAP BETWEEN BAGS ACTS AS SPILLWAY THREE LAYERS OF GRAVEL BAGS fW7H ENDS OVERLAPPED (I)GRAVEL BAG CHEVRON NOT TO SCALE / FD 3 4' IP STAMPill LS 2789 PER MAP NO. 4369 GRASS / / / ; BR[NTWOCD MAP NO. I VILLA.GE 4369 EX. HOUSE LOI 9 CONSTRUCTION LEGEND @ CATCH BASIN BERM PER DETAIL "If ON SIIEET 5 @ @ © SILT FENCE PER DETAIL "R" ON SHEET 5 STABI.IZED CONSTRUCTION ENJR,INCE PER DETAL "fC-1" OF BMP lWlLW. (ACl1J,\l DIMENSION TO BE DEJERMINID BY ENGINEERING INSPECTOR) GRAVEL BAG CIEVRON PER DETAIL "M" ON SHEET 5 LEGEND fl[SCRIP1IOII GRAVEL BAG (CHEVRONS) IXWj[llY 380 Ct I t I~« Cl I C> GRAVEL 11\G (BERMS) 196 EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CHARLES HARTZELL AT 760-729-0702. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. AUL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIEITT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINEITT. 3. DEVICES SHOWN ON PLANS SHAUL NOT BE IAOVED OR MODIFIED WITHOUT lliE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHAil RESTORE ALL EROSION CONTROL D£111CES TO WORKING ORDER TO lliE SATISFACTION OF THE CllY ENGINEER AFTE:R EACH RUN-OFF PRODUCING RAINFALL 5. TH£ CONTRACTOR SHAll INSTALL ADDITIONAL EROSION CONTROL l.tfASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. lliE CONTRACTOR SHALL BE RESPONSIBLE AND SHAil TAKE NECESSARY PRECAUTIONS TO PREVEITT PUBLIC TRESPASS OITTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. AUL EROSION CONTROL IAEASURES PROI/IDED PER lliE APPROVED GRADING PIAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND TH£ PROJECT PERIMETER IAUST DRAIN AWAY FROM lliE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABL£ PROTECTIVE 0£\IICES SHOWN SHALL BE IN PLACE AT lliE END OF EACH WORKING DAY WHEN THE FlVE (5) DAY RAIN PROBABILllY FORECAST EXCEEDS FORTY PERCEITT ( 40:r.). SILT AND OTHER DEBRIS SHALL BE REIAOVED AFTE:R EACH RAINFALL. 10. ALL GRAVEL BAGS SHAUL BE BURLAP TYPE WITH 3/4 INCH MINIMUl.t AGGREGRATE. 11. SHOULD GERMINATION Of HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE B. C. OF GRADED SLOPES (90r. COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF lliE EROSION ANO SEDIMENT COITTROL HANDBOOK OF THE DEPARTMEITT OF CONSERVATION, STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHAil BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS AND lliE FOULOWING: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6:1 {HORIZOITTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: 2. a. lliREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBUC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. AREAS GRADED FLATTER THAN 6: 1 WHEN Atff OF TH£ FOULOWING CONOITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS{CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO lliE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY lliE CllY ENGINEER THAT WARRANTS IMMEDIATE TREATMEITT. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: I. ALL SLOPES lliAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HANO WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAi.. SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100:r. COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHAUL BE WATERED BY A CONVENTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100,: COVERAGE. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LISS THAN: 2. a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLIEA MILl£FOLIA e. 3 lbs. PER AGRE OF Al.YSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBUC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCUlATED WITH A NITROGEN FIXING BACTERIA ANO APPLIED DRY EITHER BY DRIWNG OR BROADCASTING BEFORE HYOROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYfD-TOXIC WETTING AGENTS MAY BE AOOED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. TYPE 1 MULCH APPLIED AT lliE RATE OF NO LISS THAN 2000 lbs PER AGRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICAULY APPUED FlBER MATERIAL WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICAUL y PUNCHING NO LIESS THAN 50:r. Of THE STRAW INTO THE SOIL. EROSION CONTROL NOTES{continued) 3. FERTILIZER CONSISTING Of AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER AGRE. D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYOROSEEOING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WAI.KING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDmONING ™E SOILS so THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING lliE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. lliE ADDmON OF SOIL AMENDMENTS, PH ADJUSTMEITT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLE CONDmONS FOR GROWTH. E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UITTIL lliE PROJECT IS PERMANEITTLY lANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG 7HE LINE OF POSTS. ----------------~ /..---~ ~~ 2. STAPLE fWRE FENCING TO THE POSTS. J. ATTACH THE FILTER FABRIC TO THE fWRE FENCE AND EXTEND IT INTO 7HE TRENCH. 4. BACKFILL AND COMPACT 7HE EXCAVATED SOIL. ~ SILT FENCE W NOT TO SCALE fE ~ LIP f1! "' Na.23080 * PRr_. ~& U~---E~HE.· ~ERVISl□N OF• 7:. I / I ___ '::_~---~_DATE.frj!!)jb~ GARY6(.IPSKA RCE 23080 EXPIRES 12/31/05 // AS BUIL T 1' P.E. __ _ EXP. ___ _ DATE REVIEWED BY• INSPECTOR DATE SILT FENCE STABUZED EHTRACE 440 0 -o--o>----o-c>-.---1----11-----+-----------t----+--+--+-~ I SHE5ET I CITY OF CARLSBAD fsREIB7 :==='....'.:::==E=N=G=IN=E=E=R=I=NG=D:::E:::P=A=R=TM:::E::N=T==::::'....':l__2_j====: B(NCH MARK DESCRIPTION, CITY OF CARLSBAD CONTROL MONUMENT AT E.S. PINE ST. SCHOOL CHSLD SQUARE IN LOCA TI□N, SIDEWALK 5' INSIDE PL AT S ELY. BLDG, RECORDED• ELEVATIDN• ~6=1=.8=0~4 _______ DATUM• M.S.L. DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL EROSION CONTROL PLANS FOR: HARTZELL DUPLEX 755 AVOCADO LANE APPROVED LLOYD 8. HUBBS ar Ar:<~-~A INEEPE 238BEXPIRES 12 31 05 DATE OWN FlY: A--;;/ CHKD BY: V, RVWll BY: PROJECT NO. PD 05-04 I DRAWING NO. _ 428-6A PLOT DATE, 8/30/05