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1990-26 G (Plans) GRADING PLANS FOR: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR RHOADES SCHOOL TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED GEOTECHNICAL INVESTIGATION PREPARED BY HETHERINGTON ENGINEERING DATED MARCH 21,1989 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL' BE DONE IN SOILS ENGINEER'S CERTIFICATE ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. '�lo•kl�r' A REGISTERED CIVIL ENGINEER IN ENVIRONMENTAL V W NOTES THE STATE OF CALIFORN PRINCIPALLY DOING BUSINESS IN THE FIELD HEREBY CERTIFY THAT A SAMPLING AND EARTHWORK QUANTITIES: e 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, OF APPLIED SOIL MECHANICS, ' 3 5 - 3' LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS QUANTITY OF CUT: 4600 CY STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE AND WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR �,� /f� - QUANTITY OF FILL: 4328 CY THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. BY ME OR UNDER MY DIRECTION BETWEEN THE DATES G I ONE COMPLETE COPY OF THE SOILS REPORT ORT GRADE COMPILED GREATEST PROPOSED GRADE: 2:1 ' 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO COMM WXLE 2Z MIN Z� AIt41 THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED MAXIMUM VERTICAL DEPTH OF CUT: 8.1 FT. 8 MAX �`- 013 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS MAXIMUM VERTICAL HEIGHT OF FILL: 8.8 FT. ♦• - ".. ,,�::,••, PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION INCORPORATED T PLANS AND SPECIFICATIONS. STEEPEST EXISTING GRADE WHERE PROPOSED EXISTING PRIOR TO GRADING. GRADING IS TO OCCUR IS 50t. SIGNED " '� 6 "P.C.0 (, -3Qro) AWeAAr/VTBECT/VN07dA 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH R. C. E. NO: �/ v AVERAGE VERTICAL DEPTH OF CUT : 4.9 FT. � / �slelV,��hyjr1a s' 07 MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND EXP. DATE: Y " / PZ AVERAGE VERTICAL DEPTH OF FILL: 3.2 FT. 2 REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY RETA INING WALL DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH _ L EGEND PER C-5 DETA /L 3 ' P. C.0 SAI E STANDARDS, LAWS AND REGULATIONS. DESCRIPTION t " DETA /L - RETAINING _W__A�_ _ scALE S. GRADING AND EQUIPMENT OPERATION WITHIN ONE -HALF (1/2) MILE OF A LOOKING WES T STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONSTRUCTED BETWEEN PROPOSED CUT SLOPE (2:1) MAX. NO SCALE THE HOURS OF 5:30 P.M AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. PROPOSED FILL SLOPE (2:1) MAX. LANDSCAPE NOTES: 4Tr/�� /0N A. A.. � C(� /7 EXTE�cCS /D.US NOTIFICATION NOTES FINISH GRADE (SPOT) 74.1 -- / FG 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO ASNEEOEO EXISTING GRADE (SPOT) (74.1/ fr^s� THE CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED A RSE' 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND -- LANDSCAPE AND IRRIGATION STANDARDS. STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF A!/19BPAFGY/ULlPY AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO FINISHED CONTOURS 74 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL O A'2010 64S7 /RO.V EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: EXISTING CONTOURS 74 SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF �P�4TEF04ll,'4fKkS4Y ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES RETAINING WALL (RSD C -5 UNLESS TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE NOTED OTHERWISE) WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT DRAINAGE SWALE (PAVED OR EARTH) - THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND it //! B9/TS L'D.VT. nd NOTIFICATION OF COMMENCEMENT OF WORK: ROCK RIP RAP ENERGY DISSIPATOR A. SEWER - CARDIFF SANITATION DISTRICT 565 -5657 PRIVATE INLET (SEE DETAIL 'A') /g`�I✓�Ktl�S�GY/1.3' B. GAS & ELECTRIC - S.D.G.& E. 438 -6134 STORM DRAIN - C. WATER - SAN DIEGUITO WATER DISTRICT 753 -1145 D. TELEPHONE - PACIFIC BELL 1- 800 - 422 -4133 E. CABLE TV - DIMENSION 721 -9000 ' 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOp. TO BEGINNING ANY WORT: ON THIS PROJECT- PH -ENE: (F19) 944- 507J. LE DE 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR THE NORTHWESTERLY 173.90 FEET (MEASURED ALONG THE NORTHEASTERLY T// /VId,OLL t'UGNfDU73' INSPECTION. PHONE: (619) 944 -5070. ALL WORK PERFORMED WITHOUT POC/.P 3'COl/C. ;. LINE) OF BLACK OR LOT 13 IN COLONY OF OLIVENHAIN, IN THE CITY OF CDLLER BETK/EErV BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING G'PVC. R/SER /-DEFT TO MAP THEREOF NO. 326, FILED IN THE OFFICE OF THE COUNTY 3 PAD1i:G NOTES RECORDER OF SAN DIEGO, COUNTY, TOGETHER WITH THAT PORTION OF THE EASTERLY HALF OF "D" STREET AS VACATED AND CLOSED TO PUBLIC USE Off .7414 24•Z4 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ADJOINING SAID BLOCK 13 ON THE WEST. EX7FVS/Q1/S =SO /bs �R /NCB/ ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE /B "B4SE =67018S. EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND P.4- f&A04Y frP.OTE - 96LdS. QU / � SET 6riz /TY 1 7x COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS H A REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL DETAIL �wi MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND OWNERS: RHOADES SCHOOL NO SCALE Q EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED U GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ADDRESS: ENCINTAS BLVD. ACCEPTABLE FOR THEIR INTENDED USE. ENCINITAS, CA 92024 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO TELEPHONE: (619) 436 -1102 `9'Q /E L�S/19 /N, 1/�R� Q PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL NAME: CHARLOTTE RHOADES - GLINSKI CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES - OR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES ASSESSOR'S PARCEL: 259- 191 -02 O.S M/N z TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS Q PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN Ld INSTALLED. U 3. ALL AREAS TO BE FILLED SHALL BE PRnrARED TO BE FILLED AND FILL Z � SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL DECLARATION OF RESPONSIBLE CHARGE /w SCALE VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY X THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS pi PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO LIJ SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE z.__I SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE ENGINEER CITY/COUNTY LINE PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH D (Q CURRENT STANDARDS. SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH Z ) SPECIFICATIONS. Z R N �Q �LILijC I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND Q ; 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK OF MY 4) RESPONSIBILITIES FOR PROJECT DESIGN. V OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND i r Z Z TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT NASLAND ENGINEERING AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER > Q 9 .9 J OCEANSIDE,CA 92056 w L, 4747 OCEANSIDE BLVD. SUITE J r EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO ENGINEER OF WORK: l BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND � U Q) TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE (619) 945 / -8200 AAICN� _lwT,4 N AS LA N D ENGINEERING Q Oi'� GRADING ORDINANCE. By �" DATE 9 ms's/ 9� W ,� FE ROAD Q ikOFE99 /p M Z R.C.E. NO. 37179 l/ Qv� 4e E CIVIL ENGINEERING SURVEYING LAND PLANNING �) 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL , ��I+ BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE Q y t s = 4747 OCEANSIDE BLVD., OCEANSIDE. CALIFORNIA, 92056 ) APPROX. 600 CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH `� NO 31179 (619) 945 - 8200 A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. y} Q APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE �/ CIV1l l.�r R EVISI ON DATE BY R. M. SHAffER SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY VICINITY MAP E O� O /8/NAL l'71 C PROJECT ENGR Z SUCH MATERIAL. AD ,3CALE *t E OF CAL DESIGNED BY: _C._V.- L _ A NGE R_ REVIEWED BY COMMUNITY DEVELOPMENT DEPARTMENT _ DRAWN BY: C. EG C.V.0-._ _ �( V If o U ny Exc 6-30-92 - -- - - - SCALE: A3 J11JOWN W W LLI _ - -- JOB NO. PB9- >Ol4 - Z U = WM NO. REVISIONS APPROVED DATE REFFERENCES DATE BENCHMAR AP ED SCALE D TE SPECIAL DISTRICT APPROVALS CITY DATE: - IN PUBLIC DEPARTMENT T DRA PLANS PREPARED UNDER SUPERVISION OF W Q d. - DESCRIPTION: STREET CENTERLINE MONUMENT �1��� - L� 4� G R A DING P L A N S FOR LOCATION: E.C. ENCINITAS BLVD. STA 172 + 68.82 HORIZONTAL N. FIRE DEPARTMENT DATE DATE '- BY.. MUP89 -042 RECORD FROM: C , �,TY E Gl^ RHOADES S C H O O L NORTH COUNTY, OF SAN DIEGO, DEPT. OF FD VERTICAL CONTROL DATA �^ R.C.E. NO.: /79 DATUM: NATIONAL GEODETIC VERT. DATUM OF 1929 N A DATE. - { =-�.I- 0026% - G ELEVATION: 51.366 VERTICAL OLIVEN AIN MUNICIPAL WATER D ENGINEER EXP 6-30 -82 R.C.E. 21!9A DISTRICT m yV SHEET 1 Y EX /ST. /5' DRAINAGE EASEMENT REC. OCT 2/, /983 AS F ILE NO. � ,� 6' RETA IN ING NG4LL W/ 6'CHA /N LINK FENCE 89-98/056 OF OFFIC /AL RECORDS. 6 6 6 'RETAINING WALL W14' EXTENS /ON � AT TOP OF WALL 8' WIDE DG RECREATION L TRA /L 5 3 c�I 7 / � , F N. 0 "E. F TC 4d 17 961 ' q 7DW15 MINT k� 61 TYJPOF.�AiYD 98.00 2 o y�� -.�\ �t�' �(F• � FF' TOPLJ�'.�4A0 47.47 r � j \\,' i f G ' � , �(� 111/ O jpp y0 O TC 4C.70 GDW5-5\ S s,,� t,�•,343 .N . Q F 1 k. 2 <�� aZS F F. 4 �' 3 b5�h_ G pk k�• F4 k TOP�.� a EG. � ' RO W . .•.. • �,::. � �. 3 �, \• �F. TC 47.70 \• 1 ��V .SAND 6 b 0 / ) Z7? O 41.,3 0 2 Zp If GF' �` f c ° EXIST 773 REC. S 29, 936 N BOOK R.S. 1 �J p 002 \(6A �Qt G ��3 1 46.8.3 f. F. 47s� 900 832 PG. /73 OF OFFICIAL RECORDS 20x8 PVC x� o ` / - PA s� w EX /ST. EDGE OF PA M NT / S • k � w � 0 k /PVC 3�` _, � ;� �. kls A � VE E X f �('( J� ; �' \\ d3 I,N / EXTENS /0N 9� . _ ° , . °a ' � •. '� I . /� SEE LaE'TA /L OR I A A 13 i V ol l /9� •' PVC ® �\ � 5� � 10 SECTION SHEET I. ca f , p>15PJ oa ,�.. >r f �� ,.E.;;E: Q 55 20 r f <� A 0.2 5 MEAMED FOOTING `"'^,, =4►• MODIFIED, TYPE A' AROW N H ,` PER D -75, I 'WIM x 0. S'L71LrEP t c/ �. DULDIMI RETA/NIN6 WALL PER ARWITECT.1 Q `• T . 2.0 X� PER ARCIII TECT -1 PLAN PLAN 2 O x — 5 �• o V Ff 47, .?0 50 \ / /7 � � � l Q a �rj 4 Fa 4T .50 M41 44. U✓ a AT' R. 5 4 3a 'C 0 RIP RAP PER D -40 J.0 %I FG G a0,9 / � mr 6.3880 K 35.83 36.48 FIG 44 9B F. D RIP 40 G. 4,T07 BZ 0 P PER Pi fY,1s'34'.3� "f. 1ZO.B0 AE 35.5a PCC. RAMIE /0E ,�p TW 4.56 h T. W.47SQ GRASS SYYAIf -�f �79.8�� -_ �'� F4p PER D -30 ADH4ILL � 36.23 SCJ' 7.F. 4D 17 DETAIL SHEET /. TEMPORARY E "A.C. APRON TW. 40.b'O T. W. 4/. T.W. ¢f 9B Q T.W. GRADE TO DRAIN TYPE A' BROW D(TCH T. f. 38.2 7 r. F 3698 T.F. T W. 47 CONSTRUCTION PER ENCROACHMEN U PER D -75 40.50 T.F. 35.98 37.10 PAVEMENT DEP THS (OR PER SO /LS ENGINEERS RECONAoIl'T /DNS) PERMIT NO. 0026-P. u T.F. $8.50 TW. 4 / 90 STD. RETAIN INCA YWLL . /ILAMIUfIV ,! A.0 MR 4 "AG BASE N ` T.f.96.63 PER C - W/ RAIL 1a� (SEE ARCHITECTS SITE PLAN p 1`� LOCATION) 3' C. OVER B II AG BASE E z P AWING w I U O c� Z it u j w� w� z (D p w� m' o w ENGINEER OF WORK: Q p ,,EfES# NASLAND ENGINEERING < z �wP`O��` : 7 R CIVIL ENGINEERING SURVEYING . LAND PLANNING z w T I = !O } ^ 4747 OCEANSIDE BLVD., OCEANSIDE. CALIFORNIA. 92056 • • O _ N0. 1T! a (619) 945 -8200 W T. ✓> I �* RR 7 E�VISION r DATE BY PROJECT ENGR R. M. SHAFFER Z 'lf FCAO " OR � 4e– — "7' DESIGNED BY: C. V. GILANL R C. . DRAWN BY: / E. GADR4 rc _ MV REGISTRATION EXPIRES 6 - 30 - 92 - - - -- -- - - - _ -- -- SCALE'. 1 L. L! w U W DATE : - -- - -- - – _ _ JOB NO. ZB9- MOM L w C9 REVISIONS APPROVED DATE REFFERENCES DATE SCALE SPECIAL DISTRICT APPR T A . w a L - DESCRIP T ION: STREET CENTERLINE MONUMENT ��oG3'ie PLANS PREPARED UNDER SUPERVISION OF GRADING PLANS FOR MUP89-042 LOCATION: E.C. ENCINITAS BLVD. STA 172 * 68.82 HORIZONTAL FIRE DEPARTMENT DATE DATE BY. F90M FROM: M N EPT TY OF SAN DIEGO, D. OF PUBLIC WWORIG CIT ENG IIIIII NORTN COUMTY, VERTICAL CONTROL DATA R.C.E. N 7/ 7s DATE: 10- R H OA D E S SC H O O L 0 026 — G DATUM: NATIONAL GEODETIC VERT. CATUN OF 1929 VERTICAL , ENGINEER 5- 30->r! 1 Or ELEVATION: 51.366 OLIVEN AIN MUNICIPAL WATER ' D TE EXP. R.C.E. DISTRICT Rw IWORK PROJECT SHEET 2 OF M I EROSION CONTROL PLANS FOR: RHOADES SCHOOL RfTZ`NrtW GENERAL NOTES T,EGAL DESCRIPTION 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT A SNYDER LANGSTON AT 232 -7332 THE NORTHWESTERLY 173.90 FEET (MEASURED ALONG THE NORTHEASTERLY sGQ,csE LINE) OF BLOCK OR LOT 13 IN COLONY OF OLIVENHAIN, IN THE CITY OF C 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING I � Sf' /LL W4Y.PROTfL'7l" AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL TO MAP THEREOF NO. 326, FILED IN THE OFFICE OF THE COUNTY L C7,94&Z BAGS ' NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT RECORDER OF SAN DIEGO, COUNTY, TOGETHER WITH THAT PORTION OF THE CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF EASTERLY HALF OF "D" STREET AS VACATED AND CLOSED TO PUBLIC USE TEMPORARY DEVICES WHEN RAIN IS EMINENT. ADJOINING SAID BLOCK 13 ON THE WEST. .O 3. DEVICES SHOWN ON THE PLANS SHALL NOT BE MOVED OR MODIFIED �- WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES INLET PROTECTION W SECTION TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER NO SCALE AFTER EACH RUN -OFF PRODUCING RAINFALL. OWNER & PERMITTEE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL CHARLOTTE RHOADES - GLINSKI MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES ADDRESS: ENCINTAS BLVD. WHICH MAY ARISE. ENCINITAS. Q 92024 TELEPHONE: (619) 436 -1102 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE SAND BAGS AT TOP NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO RA D AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION ONE BAG OPEN /NL AN AS NEEDED TO ALLO/!� RA OF BAS /N LEAVE OPEN / OI'ERFL D!Y PER PL/NAGS Z 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DECLARATION OF ENGINEER OF WORK DAY. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS ' J ' 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE NO BAS /N BOTTOM AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN 2 DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE ENGINEER WIDTH AND DEP TH PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 *) . SILT AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH AS SH40NN ON AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. CURRENT STANDARDS PLANS I I 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE ) PRIOR SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW DE TAIL ' ,B ' - DES /L 7,ya BASIN TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY NO .SCAL E PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 RESPONSIBILITIES FOR PROJECT DESIGN. OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE NASLAND ENGINEERING OF CALIFORNIA DEPARTMENT OF CONSERVATION. 4747 OCEANSIDE BLVD. SUITE J OCEANSIDE,CA 92056 (619) 945 -8200 O By 1w< DATE R.C.E. NO. 37179 Bi�1 /rY. r LEGEND ` PLASTIC LINED DITCH - SEE DETAIL 'C' DESILTING BASIN- ® 7)OZ71W CITY /COUNTY LINE SEE DETAIL 'B' .�Y,4$T/C (D g 0 0 SAND BAGS ooccc 00000w lV - o 7WIL ' C /�9.ST /C ZII�ED N �� HYDROSEED NO ai U Q W W W W Fr �/0� TA 194; A°L°.{/ /NG z U W fOR OvERfLON/ 0 W APPROX. 600' z W o 0 z VICINITY MAP NO 6CAL ff BUR /EO Q IJE. T/7�L Z D _ ENGINEER OF WORK: SANABA6 Ll N ASLAND EN LJ OL%TLPT � _ -- _ � e tOfE4710p - —_- — AV SC.9 O�S � E CIVIL ENGINEERING SURVEYING LAND PLANNING 4747 OCEANSIDE BLVD., OCEANSIDE, CALIFORNIA, 92056 Q ti A (619) 945 -8200 z ro NO 3T1T9 {r `� REVISION DATE BY PROJECT ENGR: R.M. SHAFFER U) �r Clv�� �+ C. V.OLANDER � �l 0 DESIGNED BY: — f IF CALF PRAWN BY: C. V. OL W My REGISTRATION EXPIRES SCALE NO SCALE z DATE: JOB NO. 289 Ur z REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING N0. W PLANS PREPARED UNDER SUPERVISION OF EROSION CONTROL PLANS FOR: MUP89-042 HORIZONTAL DATE BY: C /TY E/ A R H OAD E S SCHOOL R.C.E. NO.: 002 G VERTICAL ENGINEE DATE: 8 ►j gD SHEET 3 OF 4 EXP. 6-30-92 R.C.E. 2'�jld. WORK PROJECT N0. / 2 ........ EX /ST. 15` DRA/NAae E lV T 6 / ../ REC. OCT. 2/, /383 AS fJ 6'RETAIN/NG WALL W16 LINK FENCE 83-38/056 OF OFF /C /AL,,RECORDS. 6 G 6 'RETAINING WALL W 14' EXTENS /ON At TOP OF WALL VYIDE OG CREAT /ON L TRA /L o '• 9 � 20 y° k _. ._. N f...1.:16s'E . / ' /' • N. LS'.34'3M�"� /ff.64 t t. ._.._ f F _... _.. 6 ` � jO G N Y \ �� ��' f •� DEEP ENED F007rNG v G 4� rc� •,' � �p�i f ° `�'1Gyo ro"o'r�s (, ,� rMl 5\ i' ^1 G. GO Q p 2.0 ,._ 620 8668 r� f6: 40.Q1' <� Al � p G a F SP . o 0 Z � 1 6 EXIST. 60' ROAD EASEMIw PER R. S. 1 b : .P� 773 REC. SEPT. 23 /938 IN BOOK � / � �0• Q � \ G�' ,� 20 ^�8 PVC ��• 832, PG. 173 OF OAF/C/AL RECORDS / e , \ { k { PAD 46.33 A i a 1 � { V /,0 --- 6 RETAINING WALL b T � '� 5 '7AMtL OR MN SEE � \� � • G .: '. . � , .: � /3 e PVC m 2 % g � 1 se crpry sl�Er /. °�`'� 0 � a 6♦ v Y iii " = D /F /ED Y ROPY P' \ 4 IM /' 0.6 EP AD qws rT x2" P ER / AER DETA14 0 8 "' G �' PAD P 0 ,i s *f 7.4 o I f MCAAWTV FOR ,� R , �' �.4 0 46.83 f.G. 47.00 �JO',�(� i � 0 1A� 5 � ff / �� _Q 6 •40.09 Q J ' �— 40 tp PER —� IF 37.59 E 36.48 FG 44.4 4'79 d9' ©..-40 o S 0 7 WIDE 0 T :, N. x•34 36 "E. F rraE A� rADWi 4 , PLASTIC L /HED &MV PC.C. RAAnIo \�' TF 3� lM1 TW 47.00 GRASS SWALE- SEE S -.._.. _._.._ i X40 PER D'3M9 rn / PER laE1A /L `C' SHEET 1 36.29 ( Tf. 97.57 T. W.4l.6 fW.4f.O5 DETAIL SHEET /. ' MEET EX/SE M / / ` T.W. 40.60 i Q ,fYPE14 BERM PER 6 -5 � ?3 .F. 3d.27 P.'37.Il T.W. 46.30 � U 3>. • r•F 36.60 PAMUFA T DEPTHS: (OR PER• •SO /LS ENGWEERS T. W. RECOY�JMENDATIONS) ' / r i� ' f� ,•.' 40 50 T.F. 37.37 i / T.W.4I• J "A.C. OVFR4 "AG BASE _____..; w •' T.F. 38.50 T.f. 3663 __.... PER C-5 � RAIL L C OVE Br L lI AO LBASE _._..._._ Z i PARKAVQ AREA - 3 "A. OV 8' CL Z AS BASE a „ ` - o I U `; • Z w� W V) Z W J m _ * ROOM OF WORK : Q MIE O NASLAND ENGINEERING NZ Q ♦ " Q CIVIL ENGINEERING SURVEYING LAND PLANNING Z w 7 4747 OCEANSIDE BLVD., OCEANSIDE, CALIFORNIA, 92056 O L ^ r (619) 945 -6200 W n X ` 110. STITO s Q G 11 REVISION DATE BY PROJECT ENGR: R. M. SHAFFER Z R ICFIC ` DESIGNED BY: C.Y. QCANDER DRAWN BY: / C. V / f f. G� I _ (n V REGISTRATION EXPIRES 6 -30-92 SCALE: _ f • y"# W W ATE: JOB NO. REVISIONS D DATE REFFERENCES DATE w < PLA PREPARED UNDER ? ER SION CONTROL PLANS FOR: MUP89 -042 ma: S1MM�T CB11e1L.IlE M11M/EN1 � ". � � � _ _ _ • E.C. EMMCIMOTM a MO. STA IU + M .a HORIZONTAL —�- DATE ' CITY C 11A/R7 IIF CON MMEM DVT. W 1,410 I GS p - RH OAD ES SCHOOL 0026 - G 6 Rift - COUNTY, Y6RIpIL 001, 110. DATA R.C.E. 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