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2002-7775 G (Plans) GENERAL NOTES GENERAL NOTES 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER GENERAL OR UNDER HIS /HER DIRECTION. HE /SHE SHALL INSPECT AND TEST THE EXCAVATION 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION TRENCHES. HE /SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND Wi.L STANDARDS OF THE CiTY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED GRADING OPERATIONS HE /SHE SHALL STATE THAT OBSERVATIONS AND TESTS WERE BY THE CiTY ENGINEER PRi0R TO ANY REQUEST FOR INSPECTION. MADE BY HIM /HER OR UNDER HiS /HER SUPERVISION AND THAT IN HIS /HER OPINION. THE C/7Y OF ENCINITA CALIFORNIA ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE ' APPROVED GRADING PUNS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE 2. THE SOILS REPORT TITLED 416 �COND ST_ PREPARED B1' - ENCINRAS we VINJE & MIDDL.ETON ENGINEERING WC DATED NOVEMBER 20. 2000 SHALL BE ACCEPTABLE FOR THEIR INTENDED USE. o STRICKLIN WILSON BUILDING F arm CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID POSRNE DRAINAGE AND PREVENT PONDING OF WATER. HE/SHE SHALL CONTROL .o aw Comm Ioew" I REPORT. SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO �tE FINISHED 1" _ 10' 3. APPROVAL OF THIS PLAN DOES i OT CONSTITUTE APPROVAL OF SIZES, LOCATION AND I o� ,�„� o WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF r no MW ffln FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. CONTROL MEASURES HAVE BEEN INSTALLED. I Nov HOLLY l' _ ILL SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN � � � CONJUNCTION WITH IMPROVEMENT PLANS. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FED AND FILL SHALL BE W I � PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE W SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL I I SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED to 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT I c� 61 ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A DESTROYED OF 90 PERCENT. IT SHALL K THE CONTRACTOR'S RESPONSIBILITY TO PLACE. I A. SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH I H SPECIFICATIONS. 6 Vl 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO C _ WHICH IS DISTURBED OR DESTROYED SHALL BE RE ESTABLISHED AND REPLACED BY A PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. EXCAVATIONS AND EMBANKMENTS SHALL BE SHAP ED, PLANTED AND TRIMMED AS DIRECTED IVES ROOTS AND ER O OTHER WORK KS MATTER EXPOSED T AND EX CAVATION ORDERLY CO NDITION. NDiTiON. I NE T STORY � TWO ST ORY I Q 7. THE CONTRACTOR SHALL DESIGN. CONSTRIIICT AND MAINTAIN ALL SAFETY DEVICES, ALL }- T O Z INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, EMBANKMENT SLOPES WITH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED w RESIDENTIAL OFFICES STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. AND DISPOSED OF. THE TOW AND TOP OF ALL SLOPES SHALL BE ROUNDED IN J "low ACCORDANCE WiTH THE GRADING ORDINANCE. �l l i t 9 FfE 6150 XX J a oca�cY I v 8. GRADING AND EQUIPMENT OPERAS WITHIN ONE-HALF ONE -HALF (s) MiLE OF STRUC'R114E 5. ALL TREES, FIRM, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE W < � �eiver+nA� u� B OC�GU°ANGY FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR ® O i AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED I q) APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADiNG MEETING HAS BEEN FiLL SHALL 13E SECURED FROM THE SOILS ENGINEER AND CiTY ENGINEER PRIOR TO I HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL THE DISPOSAL OF ANY SUCH MATERIAL. I FAlH of FATM or K,M PM a ENGINEER, SOILS ENGINEER. GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE ri" Kam MY MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY EROSION CONTROL NOTES: - - b , r - , CALLIN (760) 633 -2770. AC PNAWW 69 10. PRIOR TO HAULING DiRT OR CONSTRUCIM MATERIALS TO ANY PROPOSED 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT 24 HRS. DEXTER WILSON AT CONSTRUCTION SiTE WITHIN THiS PROJECT THE DEVELOPER SHALL SUBMIT TO NO (760) 438 -4422 REFERENCE MAP RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT SCALE: 1 " 10' DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE PROJECT ADDRESS ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID 416 SECOND STREET UTILITY NOTE 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADM PERMIT BUT PRIOR TO CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. ENCINITAS, CAUFORNIA 92024 FiNAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE A DE S CRIPTION: PTi : ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. CERTIFICATION SHALL BE PROVIDED STATING: APPROVAL OF THE ENGINEERING INSPECTOR. - D RAI NAG E N OTE THE GRADING UNDER PERMIT N4. 7775 -G HAS BEEN IN LOT 2 BLOCK 21 ENCINITAS TOWNSITE. IN THE CITY OF ENCiNITAS, COUNTY OF SAN DIEGO, STATE OF 4. THE CONIRACIOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING CALIFORNIA ACCORDING TO MAP THEREOF NO. 148, FILED IN THE OFFICE OF THE COUNTY RECORDER OF NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING SAN DIEGO COUNTY OF JUNE 12. 1883. AND /OR WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF FIVE (5) THE ATTACHED AS -GRADED PLAN. THiS STATEMENT SHALL BE FOLLOWED BY THE RAINFALL ' AR M T AN APPROVED DRAINAGE FACILITY. DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFI SUCH GRADIN 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES As ASSESSO S FEET AT 2 AND BE CONVEYED P ARC EL E L N U 6 E R . OPERATION. ORYUN�FORESEEN E NGINEER MAY ARtSOE.� INCOMPLETE GRADING OPERATION 258 - 085 -02 OWNER'S CERTIFICATE: � HYDROSEEDING NOTES NOTIFICATIONS 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN 1. THE EXISTENCE AND LOCATION OF UNdERUND UTILITY PIPES AND PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATER 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1(HORIZONTAL TO VERTICAL) OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE E {pyyN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RE IDS. TO COMPACTION STABILITY OF THE SITE CREATE A HAZARDOUS CONDITION. OR STEEPER WHEN THEY ARE: . A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT SHOWN 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT �0-3 ON THESE PLANS, HOWEVER: ` SHALL BE INCORPORATED HEREON. TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED DEXTER WILS DATE THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAIRTONARY MEASURES To 0. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE BY THE CITY ENGINEER. PROTECT ANY DttS11NG UTILITIES OR STRUCTURES LOCATED AT THE WORK FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DA Y. 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE SOILS ENGINEER : SITE. IT IS THE CONTRAC'TOR'S RESPONSIBILITY TO CONTACT THE 9. ALL REMCTlABLE DEVICES SHOWN SHALL BE IN PLACE AT THE NEED GROWTH OF THE HYDROSEEDED GROWTH. FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY VINJE do MIDDLETON ENGINEERING, INC. OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS 3. HYDRdSEEDiNG MIX SHALL CONSIST OF ALL THE FOLLOWING: 2450 VINEYARD AVENUE, SUITE 102 EXCAVATION, FOR VERIFICATION AND LOCATION OF U1ILIITiES AND DID�O, CA 92029 NOTIFI FORTY PERCENT (40X). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH 1. SEED MIX SHALL CONSIST OF NO LESS THAN: (760) 743 -1214 SEWS O.. COMMENCEMENT R WORK: (760) RAINFALL A. 20 I.M. PER ACRE OF ROSE CLOVER A. EWER............ENCINITAS SEWER DIET. (760) 633 -7770 B. 20 LBS. PER ACRE OF ZORRO FESCUE B. ELECTRICAL & GAS ..... ..... .......... ...SOG&E (000) 15l-6609 1 -7343 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE C. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNiCA SOILS . ENGINEER'S C E RTI FI CATE C. WATER ............ SAN DIEGUITO WATER DISTRICT (760) 3 -2709 COVERAGE OF GRADED SLOPES (90X COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES D. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA D. TELEPHONE .......................PACIFIC BELL (619) RALPH M. VINJE, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY E. CABLE T.V . . ....................CABLEVISION (000) 3Q3 -3000 SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE F. 1/2 LB. PER ACRE OF OIMORPHOLECA CERTIFY THAT A SAMPLING AND STUDY OF UNDER MY DIRECTION BETWEEN THE DATES OF CALIFORNIA DEPARTMENT OF CONSERVATION. G. ITEI►AS C. 0, E, AND F THiS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE ONE COMPLETE COPY OF THE 2. CONTRACTOR SHALL NOTIFY THE CiTY EF�?NEER'S OFFICE 48 HOURS P R THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633 - 2770 ` RESIDENTIAL STRUCTURES.. . H. ITEM A OF THIS SECTION MUST BE INOCULATED WITH A NITROGEN SUBMITTED TO THE OFFICE OF THE CiTY ENGINEER. FURTHERMORE, I HAVE REVIEWED FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPWON. HYDROSEEDING. SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE G�iADING I S PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSSPECTiON AND SPECIFICATIONS. J' o I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN o �' WILL BE SUBJECT TO REJECTION AND REMOVAL UNOPENED CONTAINERS WiTH THE CALIFORNIA DEPARTMENT OF FOOD AND AiAl 2� l\� ' N AGRICULTURE CERTIFICATION TAG ATTACHED T0, OR PRINTED ON SAID SIGNATUR DATE `m, ENVI RO M ENTAL DATA: No V3 rr ! bd CONTAINERS. C STREET J. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED ' E '�Q 31-05 '* r SLURRY AT THE DISCRETION OF THE CONTRACTOR. RGE NO. 12 2 - U 0 r i . e% M`� STEEPEST EXISTING NATURAL SLOPE: 10X .. f1 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. PER EXPIRATION DATE ` Or MAXIMUM VERTICAL DEPTH OF CUT: 0.5 FT. S`l I CIE. U PE MULCH (STRAW) MAY BE SUBSTITUTED, A LL OR PA FOR BE DECLA RATION F RESPONSIBLE HAR .0 � MAXIMUM VERTICAL DEPTH OF FILL: 0.5 FT. DECLA 0 0 ANCHORED TO THE SLOPE MECHANICALLY PUNCHING NO LESS THAN 5OX OF THE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I STRAW INTO THE SOIL r . HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS EARTHWORKS D � 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0. WITH DE DE F IN ED tS SECTI 6703 CURRENT BU TANDARDS. PROFESSIONS CODE, AND THAT THE CUT: 0 C.Y. 15X SULFUR APPLIED AT THE RATE OF 500 LBS. PER ACRE. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE FILL- 0 C.Y. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING 8Y: CiTY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME. AS REMEDIAL 176 C.Y. _ 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. A. TRACK WALKING SLOPES STEEPER THAN 6:1 /4,714le 12 -30 -02 B. RIPPING AREAS THAT WILL NOT BREAK UP SUING REM "A" ABOVE. SIGNATURE DATE VICINITY MAP 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: NTS A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT ESSlq NOT SATURATED SEED BED. B y� B. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING y REVISIONS APPROVED DATE REFERENCES DATE OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. _ c Na 24765 P . HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL * .12/31 # THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS 0 THE PERMANENT LANDSCAPING. UNTiL THE PROJECT IS COMPLETED AND ALL ��' AF SECURITY RELEASED. W BENCHMARK: OC -0140 BASIS OF ELEVATIONS SAN DIEGUiTO WATER DISTRICT ENCINITAS SANITATION DISTRICT ENCINITAS FIRE DEPARTMENT COMMUNITY DEVELOPMENT DEPARTMENT APPROVALS NO. REVISIONS APPD eY DATE CITY OF ENCINiTAS ENGINEERING DEPARTMENT Drawing No. Description: BRASS DISC STAMPED OC 140 Reviewed By: Reviewed By: Reviewed By: Reviewed By: REC MN4ENDE A ED J PRECISE GRADING PLAN FOR W Location: NORTHEASTERLY CORNER OF RAILROAD BRIDGE - BY DATE STRICKLIN - WILSON BUILDING 7775-6 ABUTMENT AT TNT OF AT & SF RR do ENCINITAS BLVD �� `'ANN I Z3 03 416 SECOND STREET ecord From: � _ IjZ3lo3 Z DATE Sheet 1 lev: 77.489 DATUM: SD COUNTY - M.S.L. SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED SIGNED DATE D TE DATE -� CS2 \ \FS \RHILL \23- 02 \STRICK- WILSON- TITLE.DWG 01 -21 -03 10:46:60 NOTES STRICKLIN WILSON BUILDING D Ex45TIN6 Push,, SIDe4ALK TO wq*pt © STREET c64Tenm a] LNE OF DQSTINS aW, &"M AND PAV I! � THE Cl 7Y OF ENCINI TA S, CA L IFORNIA M Ex15TTN6 PARKWAY STRIP. 0 L.AD%APE ftMr N6 AREA. SM LAD5C w ft M a] CONGft WALKhMY AT PIORGH - SEE WILD1116 MOM. © PROPERTY LNE. GONG" W"NAY. v CONCRETE W b*mxl0 EWMM AT CEIM OF SLAB. CHI CONCRETE STEP'S. SEE axon PL,&M ® WASH 15 CLOSURE W MYJOiD Gi ATE CL PORCH W V FENCE. SCALf- r - ro' ® PRECAST coNCRETE 5YM90l. ® MCK NU IN SIDEKALK - ALIeN WR14 OR WSE 0' 10' 20' OF PORCH O TRENCH DRAM - PRO'VIDE r PvG DRAM THt01J6H FACE OF CURB AT STREET SLOPE DRAM PIPE VD' PER W HK © PREFABRICATED YARD DRAM - PROVIDE T PVC, ORAN THQOUSH FACE OF CAM AT 5TREET SLOPE ORAN PIPE VD' PER I? MN. IL 4• PVG N!i ® receITRl3US wrALL 1'X74' '.Ir1.ASM arorx ED eRtcic an 90 DETALL V 717 ORATE Mao © PLANTER POCKET IL 4' PVC " OWN M DETALL V IRATE dN " M.OD © CONCRETE aARB AND W LK It flfE • b�1 ® CONCRETE PARKINS PAVING. r YRM W 03 oosPa AT VOL. EAC44 WAY. PLACE REINFORM BA" AT Pil MV-M Wff OF SLAD. COMPACT SO-GRADE SOILS AT IafALL lID/iA1K PARKN6 AREAS TO RS MAXIMIM DRY PENSITY M nE TOP wo ws oa�►tMO aocwKx S OVERDRAN Pft b NICA S OF 9th -GRADE SOILS. I 19 E I'1 V FER 0-2t F.L �� No. b O Ib 6 ® CO CRETE an seoe ! ® GONCR£TE am AND STEP OUf SLAD _, 6Rrr155 SY*UILE 15 b w g I ® I ff PANTED PARKAS LOT STRIPING a� co, %w 3 TAs Q 3 MIN. LAS i i N cm 'b '` 21 L• � f 1 �� r B7 _ � I • I !� ® PRBCiA3T comm *m STOP owrw ACCESS S16N LEGEND f _ lift WILL F4 r IF diAM i b I LU ® comm awJ' m FOR ONCE PARps. PROVIDE 3' 6ALVANIID2 RJNS MOlN1 M ON WALL FOR LOCK CAA.E. MST MOUNTED AWSS SIGN P1tUPE1RTY LNt „ ^ �. I1 �. coMKCr fro RGOf , I ~ ® SITE DRAMADE T1fr SLOPE Ad WW 7-� EXISTING CRA1N7 GONTANt i ,' A ,++ VRAn� N" s' fvG ® ND•4 6,�6 M P9t SP6tE 3TAWAllD3. tsT1 T1�GF4 j $: 21 � �® 3 s TO EXISTING PLOW OF WNW(TIOW AT PROPERTY LW_ s' Vii► ca _, G ;' o�mw w1a ® we" El,.> cmc to" METER AND MAM PER well ' •*',. NEN ODIC" , Q rRTl11 . �` - 10 K �m q STADARDS. PROVIDE NEW TRENCH TO PIVMT OF COW" � �' � r- �, 4 N z 0 AT EXISTING 9064E HOLE ;= TWO STORY ca STORY OR LANDSCAPED STORM NATEIt , 3O NerALLK Z © P1ROV1l7E LNIDERbROUnv TELEPHONE SBtvICE PER PAG4FIG ML • uFId45M6 AREA TO BE PRtvATII.Y , w - RESIDENTIAL _ '�. �_...t__ t OFFICES STANDARDS N COMMON TRRIa� WITF► ELECTRICAL gMffE To uiveea�An+ P" STANDARDS 23 b� a — in s �9 a _ � '. -� F.FE. 6 PER No. t,-z1 NEW WALL MOUNTED MPAE. PER PAGIFlG M51 STADARDS. • MRMTAIIED AID NOT MODIFI® WT440VT OEITAINN6 A FERI'1IT FROM THE CITY OF ENGMTAS J Z4 1 be fL • bTb4 - ® 104 4' ADS. SEWBt LNE. WN EGT TO DOSTIN16 Setva C�U ` r 25 BALL WE ° B OCPANGY `� . I AT PROPERTY LW_ SLOPE PIPE V4' MR FOOT. FROVIDE OFFICE USE LU GLEAN our AS SHOWN. ® am HOUR WALL � ON DISTANCE TO PROPERTY LNE F3. M" SUIII<AGE M". i �t d � - � _ - S� � , y � � ` " PETALS AD PROTECTION SEE ALSO FLOOR T. .IINS FAR F.L. FLOW LIE - - g N UM OF PARAPET. `t i ►y,Y r Pee I V4' PVL. WITBt PIPE PROM EXhTM6 MET@t TO POL. IE. PAW B.PMTION j % ;` N8A �' IZISK - 14 AT eUILDIN6. SEI= ALSO PLUM�INd PLANS - - - - - © WEN WATER NrEI'ER MT14 TRAFFIC BOX AD LID DY WATER s 1 WOW W0007FENM Ipp •11' ,c 13 �?� DISTRICT. c DN ZrON OF DRAMA�E j c$,� � I �c �wornir 8 �� ® 5W.A0 LON PREVENTION DEVICE PER MTER DISTRICT STANDARDS 4k O RIM MWATI of S EMM W No. 96 s 601.4 ALL ORAVEL WS C1 HM 4L } © OKA �AMAM W�L.L PER SDRSV TYPE G 6�I.40. SEE GL7N5TRIICTION FOR 1�1 5nTMORlc WAeILIMD n.AN INNIRANCE MTAL SNT. V • a DQ 1d AliN RIDE+' or MY vasnw FENCE s GRADING PLAN 4" THICK CONCRETE WALK PER PLAN 2 OFF SCALE: 1" 10' PROPERTY LINE g N , PAVING AND BASE PER PLAN 2.07' 6� T.G. EL AS NOTED AT 5" 6" 12" X 12 BICYCLE PROOF SITE PLAN 67 TRAFFIC FRAME AND GRATE SHOWN ON PLANS PER ALHAMBRA FOUNDRY GRASS OR TURF LINED OPTION ROCK —LINED OPTION 2 OFF BeA/F ;' 4; " ` 5, t 4" SAND BASE NO. A -2012 OR EQUAL ` as 4' -0" PROPERTY LINE ,•: ; 20X 24" MAX. I I 1 •' c� • ' : �I 6" Imo c, ' I 10 • 2 OF TOP SOI 0. • ' tr a • EXPANSION JOINT % % I.E. SHOWN ON PLANS MIN CONCRETE AND REINFORCING ' r , STEEL PER SDRSD N0. D -11 w i #4 CONT AT TOP H/2 + 10" AND MID HEIGHT '- OF WALL % • . ` 1 —O • #4 AT 24 O.C. '' . • •. i. . ' '� ' I " EXTEND INTO 6 • ` di WALK AT TOP ., h•! — GRASS SWALE DETAIL 3" W. 3" DLR. DETAIL 9 13 9 12" SCALE: 1/2" = 1' -0" SECTION A -A 2: # 4 CONT �OFES'St o BYE G ARDEN WALL -AT CUR F W NTS oc Mo. 24765 Z BENCHMARK: OC -0140 BASIS OF ELEVATIONS * . 12/31 * APPROVALS NO. REVISIONS APPD BY DATE CITY OF ENCINITAS ENGINEERING DEPARTMENT Drawing No. escription: BRASS DISC STAMPED OC 140 SECTION B B ' _ C RECOM NDE OV PRECISE GRADING PLAN FOR ocation: NORTHEASTERLY CORNER OF RAILROAD BRIDGE OF �� Y _ s IN G ABUTMENT AT INT OF AT & SF RR do ENCINITAS BLVD B DATE STRICKLIN — WILSON BUILDING '7 ?S 7 Y ecora From: 9Y It ? fi/ 0 3 DATE 416 SECOND STREET Sheet 2 Of 3 lev: 77.489 DATUM: SD COUNTY — M.S.L. CS2 \ \FS \RHILL \23- 02 \STRICK- WILSON- SITE.DWG 01 -23 -03 08:15:29 STRICKLIN WILSON BUILDING THE Cl 7Y OF ENCINI TA S. CA L IFORNIA SCiIiE f' � tC 0' 10 20' " ff wiwar wpm "Arw rpm i i 6� i oonw� Ewa a wm am worm loop" 1 i I 61b f t wwo Asa 100.2cr N 01AV02 O "' low MIN. 1S6 s w �3f r W W r i W W W ♦ W W V W ► f LEGEND Lu tu - - Mtoffl lY LICE / �� j." v' ,r ','''• »' ` 'rte '•' '� � �•� • k' ' • • t V• EXISTM aRa" GONTm I y � •'' :!- + I • .' , r .. NEW NEW .' Q I , , TWO STORY �� " f TWO STORY ' 011085 OR L4N7wAFw 6roi0•t ri IM ' r. • uFANSIN6 ,�, To 9E MtVATMY i w RESIDENTIAL `t+._+ •1 �` 'Y ' OFFICES ' ' 1 = z _. = r • • • ♦ MANTAN® NV NOT MoDiFW MTN= � � «.. '� : ` f F.F,E. bg30 '' " O WTANNS A MI"T FROM 7W 6" OF ENOMRAS IS'! ocaFiataY _� < RESIDI Nn& ueE B OGC.UPANGY i „ I OFFICE USE a' �x uj DREC" Of ORAMW AtAVEI LADS (2 ON I i ., •,. :. ® L 914" OT}eRlIew � 4 .. ' � • , � _ ., ' WAY PM cYO NLEM ; N 8 3' T42'E' 9 STABIL= G40k5TWTIOW I - - - - - - - - - - - - - - - - - - - - - - - - s muo wood � 10 ' IN I RANCE MAIL 9N'1'. 3) vsnw wow&X AC At PWEMIW E7QSTI1'lu FENCE rwwr �►nct T FENCE E>aSTMB ALl.E1r RleFlr OF WAY ( EROSION PLAN T SCALE: 1 " 10' wIeKr -rMY 1. SET POSTS AND EXCAVATE A 2. STAPLE 1� FENCING TO "" ' THE POSTS. .,;� 4 BY 4 IN 10 BY 10 CM TRENCH UPSLOPE FROM AND r fro ROCK ALONG THE LINE OF POSTS. a ERAL NOTES FOR STABILW G41 ENTRANCE- eaol>wu PROF] L IM INION2 SHALL W 1M► fMW N A CCIOTTION I MT MLL Flt%"" 1 APPROMWE 1RANSMM TRACKMd OR MX?" OF SQAM EW ONTO ReW MW-CF44W. TM1s WPM STMILIm CO OTIWTION MAY R6affiW FCNODIG Top DRE9" NTH ADDIT1AYsL STONE A6 OffRANCE AND RAIG -NOW -OFAW �- ARANEr. VAN 0OIOIT M DEM W AND WAR! NO/OR CLEMM OF AM' M DOUR S � 4 M (10 CM) WW TO MW SWIMEW ALL IlWWW SFTL W ORMW WOW do a HMO OR WOW OWO FlJeLI6 INeNP904MY *KL W WVMm IhtWATdY. a Dosrntd rno 'r, me" IOU e[ aar� TO RZMM :IeaM+eNr Fmm 3. ATTACH THE FILTER FABRIC TO 4. 9ACKFRl AND COMPACT THE 1 -, THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. wady TO ENTTeWE ONro MCC tl OWS- IOF--Y. no W"Mw Is Neap, INTO THE TRENCH. IT "" Se Mw ON AN AREA STADIUM N" CA&M Mw T}MT ' '• • ' `'''•' ' •' ''•' ' • • , ' • • '' • ' DRAMS WO Mi ArFROVm SEDMW TW OR l MMIIT DASM ALL WOW ,'''', •,''•', •' ,'' ••''' ,• • •• ,• • ''' • •• ,'' •','' •' ,• , *' S OLL STE FWA9rED FROM WtR" MK STORM DRAM, DITGI '' ,'' ''' • ' ' ,•' •''' •'• • •', ,' •', • •'• • •', OR WATERG01w TFItO w UN OF SAND DABS, dm%m Lomm OR OTFlR ' '' • •, • • :' • :'' '. • • :'' ' '.'' :'' :' • ' •' I I DETAIL FILTER FABRIC WIRE � W g 1 A 1TJ PAO OF raMW STM SHALL LOCAT V AT AW POINT � /f a5 SANDBAG INSTALLATION *M TRAfTIG CknM OR LEAYES A CONSTRUCTION SITE AT A FURL IG '' •'' • ' • • • ' ' ''• • ' • ' ••' • •' • •'• • , • ' • • • �j • RldW-0F4*kY,9TRIET, ALL& SDEPKX OR PAWJW AREA zxww owzw r TO r ROCK NOT TO SCALE eROUo PLAN DETAIL SILT FENCE DETAIL STABILIZED CONSTRUCTION ENTRANCE 917S 4 ESq NOT TO SCALE BYE y — F �c No. 2476,5 BENCHMARK: OC -0140 BASIS OF ELEVATIONS * 12/31 * APPROVALS NO. REVISIONS APPD BY DATE CITY OF ENCINITAS ENGINEERING DEPARTMENT Drawing No. • OIVI�- Description: BRASS DISC STAMPED OC 140 ��' RECOMM NDED AP VE EROSION CONTROL PLAN FOR W ocation: NORTHEASTERLY CORNER OF RAILROAD BRIDGE ABUTMENT AT INT OF AT SF RR do ENCINITAS BLVD DATA STRICKLIN — WILSON BUILDING �1 ? ?5 G do ecord From: By Li Z gl o3 DATE 416 SECOND STREET Sheet 3 lev: 77.489 DATUM: SD COUNTY — M.S.L CS2 \ \FS \RHILL \23- 02 \STRICK- WILSON- EROSION.DWG 12 -30 -02 12:22:48