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1996-4856 G (Plans) WORK TO BE DONE: d GRADING ° A. GENERAL C. GRADING SOILS ENGINEER'S CERTIFICATE LEGEND 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS I, pengiS E. Zlrnmetrad2 REGISTERED CIVIL ENGINEER IN THE STATE OF STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. THE DESIGN ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL ITEM STD. DWG. SYMBOL CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE Bx ME R UNDER MY THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON DIRECTION BETWEEN THE DATES 812A118!7 AND - 1 ONE CUT SLOPE (2:1 MAX.) DASHED = EXIST. CUT 2:1 REQUEST FOR INSPECTION. COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FILL SLOPE (2:1 MAX.) DASHED = EXIST. F ILL 2:1 2. THE SOILS REPORT TITLED * SEE BELOW _ PREPARED BY WESTERN ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE ____SOILS _____ DATED 10= 04_96_ SHALL BE CONSIDERED AS A PART ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN PROPERTY LINE OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE, INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID RAF ss //7 EASEMENT LINE _ _ _ REPORT. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO Q ql PROVIDE PREVENT PONDING OF WAR. HE SHALL 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, CONTROL S AND AN D WATER DAMAGE TO ADJOINING PROPERTIES OR SIGNED: DATE: Jl- O`t� °J�o S, Z1vyF9y' ��� EXISTING CONTOUR ...................... ............................... 130 LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO o m FINISH CONTOUR .....•..• ............. WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS No. CE 26676 130 FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN RCE NO.: 26676 EXP. DATE: -3-AY-00 1 cx__ EXISTING GRADE ............•.......•. (128.37) PLANS. INSTALLED, 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL l� CIVIL � FINISH GRADE ............... 128.37 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL �� rP`� DRAINAGE SWALE (2% MIN.) ........... ............................... PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE DECLARATION OF RESPONSIBLE CHARGE DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. DAYLIGHT LINE ......................... CUT EXISTING PRIOR TO GRADING. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF I HEREBY DECLARE THAT 1 AM THE ENGINEER OF WORK FOR THIS PROJECT, EAI?fiIE1?0 OrZOW Vlfr_ I (D -75 ) FILL �� �♦ �� 6. HE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE PROJECT AS DEFINED IN SECTION 6703 OF ThE BUSINESS AND PROFESSIONS AREA DRAIN ........................•...• MARK WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. CODE, AND THAT THE DESIGN IS CONSISTENT WITh CURRENT STANDARDS. REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. Q RETAINING WALL- - - �KE�jUgr ML?e t_,544IMT F2) - -- 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS VICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT SAND BAGS •.•..••..• .................. DEVICES, LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND RIMMED RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT AND REGULATIONS. AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY DESIGN. CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR QPpFESS�� 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED L SLOPES THE TOE AND TOP OF A SHALL BE ROUNDED IN ACCORDANCE . WITH THE GRADING ORDINANCE. LOGAN ENGINEERING 0 9 y c A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN SHALL BE REMOVED AND DISPOSED OF Z 1 WI. 13L tit. k.c mt"o mril -hI OW NER & PERMITTEE THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS CG NI L'�I� I �S `A tjv" Exp. 3 12311 �J7 T AND CITY RECOGNIZED HOLIDAYS i , 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL (619) 942 -8 4 s OLIVENHAIN COLONY IV, LTD. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE f �r F O lvl� e C/O VENTURE PACIFIC DEVELOPMENT 1 CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A HAS BEEN HELD ON WITH THE FOLLOWING PEOPLE PRESENT: Q/ 2210 ELEVENTH STREET CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER,GRADING CONTRACTOR NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL SIGNED: DATE: L b ENCINITAS, CA. 92024 AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER DOUGLAS AN CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 -2770. AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. (619) 632 -5609 RCE NO.: 39726 EXP. DATE: 12/31/97 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY D. LANDSCAPING PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SITE ADDRESS: SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND APN: HAULING OPERATION. IRRIGATION STANDARDS. OWNER CERTIFICATE 264 - 152,67 -71 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING BETWEEN OCTOBER 1 AND APRIL 15. AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. UNDER PERMIT NO. X856 � -_- HAS BEEN PERFORMED IN SUBSTANTIAL THE EASTERLY TERMINUS OF CAMINO DEL RANCHO, CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE COLONY OF OLIVENHAIN. ATTACHED AS- GRADED PLAN. THIS STATEMENT SHALL BE FOLLOWED BY THE E. EROSION CONTROL DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING SIGNED: DATE: OPERATION. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BOB BOOKER AT (619) 632- BOB BO ER 5609, LEGAL DESCRIPTION: CN I B. NOTIFICATIONS 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY LOTS 1 -9 OF MAP No. 12907 AS RECORDED IN THE CITY rn 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO ADDITIONAL NOTES OF ENCINITAS, COUNTY OF SAN DIEGO ON 12- 30 -91. STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS � �I AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EMINENT. EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE 1. JUTE MATTING, HYDROSEEDING, OR APPROVED EQUIVALENT IS TO BE INSTALLED CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITH OUT THE ON ALL EXPOSED SLOPES. PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK APPROVAL OF THE ENGINEERING INSPECTOR. Q SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE 2. TOPS OF ALL SLOPES TO BE DIKED OR TRENCHED TO PREVENT WATER FROM I- FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO FLOWING OVER THE CRESTS OF SLOPES. Z_ EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH U NOTIFICATION OF COMMENCEMENT OF WORK. RUN -OFF PRODUCING RAINFALL. HYDROSEED MIX SHALL BE AS FOLLOWS: Z W 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL 2,000 LBS /AC. MINIMUM WOOD FIBER MULCH CALLS SITE Q3 CAMINO DEL ACAPA 2` C A. SEWERS - 633 -2780 CARDIFF SANITATION DISTRICT. MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED 1,000 LBS /AC. MINIMUM AMMONIUM PHOSPHATE SULFATE (16 -20 -0 W /15% SULFUR) GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 20 LBS /AC. MINIMUM FESCUE, ( "ZORRO "). RANCHO W S. GAS & ELECTRIC - (800) 422 -4133. 20 LBS /AC. MINIMUM ROSE CLOVER. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY B UI LT C. WATER - 753 -6466 O.M.W.D. PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED C AMINO DEL WATERS CREATE A HAZARDOUS CONDITION. CALLS SANTA RANCHO (n D. TELEPHONE (800) 422 -4133 - PACIFIC BELL CATALINA 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN LONE JACK & E. CABLE TV - (800) 422 -4133 - DANIELS CABLE. SHALL BE INCORPORATED HEREON. Q ? Gl� ROq W 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE vUGLAO . LOGAN W..C. . 3972(0 DATE U I it 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS o Z O FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 0 EL CAMIND DEL NORTE _ Z PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (619) 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR 9• ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT 3 BAGS HIGH (MAX.) w O_ m INSPECTION. PHONE: (619) 633 -2770. ALL WORK PERFORMED WITHOUT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY W Q FORECAST EXCEEDS FORTY PERCENT (407.). SILT AND OTHER DEBRIS SHALL a Z U BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND BE REMOVED AFTER EACH RAINFALL. z J REMOVAL. a Z 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE - i 1�- 8th STREET W W * A. Z. - REVIEW OF GRADING PLAN FOR LOTS 5 THROUGH 9. EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO \ / / \ \ / \ \ \ / \ \\ U Z Z NOVEMBER 15' THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW NOTE: Q t INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND U CN SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF THE LOWER BAG ROW IS TO BE BURIED O t NW ONMENTAL DATA: / CONSERVATION. 6" BELOW GRADE. J 1) STEEPEST EXI NATURAL SLOPE ON -SITE - R sa L>_I 2) MAXIMUM VERTICAL DEPTH U EARTHWORK: ROAD Q TEMPORARY SAND BAG CHECK DAM i z XIMUM VERTICAL D OF FILL = CUT = #95AJ` 3) MA C.Y. 34, t C-F. r 37,000 -C.1( - - - -- , QI FILL = 4&:19594 C.Y. AA"000±Cq• 2Q NOT TO SCALE Q Q 4) AVERAG TH OF CUT = IMPORT = 3fr9A9� C.Y. 10 000 t C.4. -� 7,000±G.Y C/) VERAGE DEPTH OF FILL = EARTH#VRK OUANAAES ARE CALCULATED ON A THEOREACAL BASIS AND (n ARE UAL /ZED FOR PERMIT AND ENVIRONMENTAL PURPOSES ONL Y. ACTUAL VICINITY MAP W LLj OUANAAES MAY VARY DUE TO UNFORESEEN LOSSES, SHRINKAGE AND /OR W N/A NEGATIVE DECLARATION ON FILE FOR TM 89 - 297. SW£I_LING FACTORS Nor TO SCALE Z ry 1148 A -5 THOMAS BROS. MAP 0 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. LLB Q W I E _L4TS MAP No. 12907 OC -0073 CHIS. SQ. TOP OF HEADWALL 1 2 ( -13- 7 P ip UNDER SUPERVISION OF RECOMMENDED AP OVE W�L� u DRAWING No. 1134 -R W/ STEEL FN PST - SW COR. INT. OF G+`� � PAD GRADING AND EROSION CONTROL PLANS FOR: Z A PD LOTH G ADItJC% I �6^ DRAWING No. 1134 -G EL CAMINO DEL NORTE AND RANCHO SANTA HORIZONTAL N A DATE 7 BY: c BY: 4856-G FIE 3 A5- OUIL'( T.M. 89 -297 FE ROAD. 23' WESOOER R a rm �� I ��S�Qb RANCHVIEW ESTATES NORTE CENTERLINES. VERTICAL N/A APPROVED DATE ENGI R R.C.E. N0. 39726 DATE: DATE: 11 EL.= 119.476 DATUM: U.S.C. & G.S. DOUGLAS E. LOGAN EXP. 1 -31 -97 WORK PROJECT NO. CITY OF ENCINITAS TIV 89 -297 SHEET 1 OF 2 Plot date: 10/31/96 at 22:46 File name: C: /CIVIL /LOGAN /RNCHVIEW /GP01 (' r) R DIS t 4PAAO RG Q r� c� � �) ) /I PAVED DRIVEWAY SLOPES TO BE HYlIROSEEDED SB 26. GENERAL NOTES \ OR LAN M'Effi�E•LX._ APED IMD / 0 9+ i A CON NAL NO S 730 +' ' { %' jf f 1. THIS PLAN REPRESENTS ROUGH PAD GRADING AND DRAINAGE ONLY. C� I \ y { f ' FINAL FINISHED GRADES LOT DRAINAGE HARDSCAPE ETC. WILL BE �I HEET No: is -_' 0 " E 41.2 - S B S f f %f 0 9 DESIGNED AND PRESENTED DURING THE REVIEW PROCESS. �) ,�A 2. THE TOE OF ALL FILL SLOPES TO HAVE EROSION CONTROL DEVICE S ,� INSTALLED AS SOON AS POSSIBLE. RECOMMEND USE OF HAY BALES, /ll 1 SILTATION FENCING OR SAND BAGS. SLOPES TO BE PROTECTED D - � F I ! l r' ' ' L DS 1 �8.� ' J UNTIL LANDSCAPING OR HYDROSEEDING IS INSTALLED. SEE SHEET f• r'�$ No. 1 FOR ADDITIONAL EROSION CONTROL NOTES. �- ... -, ", - I A � 8 6 o I � ry '' 14 r If i r 4 SEND - WORK TO BE DONE: 16 s O CONST- EAIZT146120 BROW DITCH, TYPE "B" PER D -75. TYPICAL In = THROUGHOUT SITE. MIN. SLOPE = 1.0% ui i 2 " X1 INSTALL 12 WI 40 0 20 40 80 GRAPHIC SCALE " 1 S � 2 AREA DRAIN NTH 6" PVC OR ABS DRAIN PIPE. ' 7 ;4 J R 5 ' 1 0.1 CONNECT PIPE TO SIDE OF BROW DITCH WITH SMOOTH TRANSITION. 160 X77 0 ` 9 $ 1 � / N FAD= 5 S. �� ' ( A f CONSTRUCT KEYSTONE RETAINING WALL PER DETAIL ON THIS SHEET. Z Io t f��1 i p^ TW= FINISH GRADE ®TOP OF WALL. BW= FINISH GRADE ®BOTTOM OF WALL (IN FEET) 4 4 / 1 INCH = 40 FEET t o 2 l I f�' CENTERLINE OF PROPOSED DRIVEWAY. REMOVE EXIST. 6 " A.C. BERM 3 2 ` j ) 1 o ; ,� Z Q AND CONSTRUCT A.C. OR P.C.C. PER DESIGN REVIEW APPROVAL. - il' ! ^ u� T CONNECT BROW DITCH TO EXIST CATCH BASIN WITH SMOOTH TRANS. it ` h �r3 A O SEE DETAIL THIS SHEET. 4 csC i O- tY hr f r 7 t v lu 3 5 I 6 LOT CURVE DATA TABLE J 1 ' ,4`4 L T 7 t � � � ��.. �/ N68'0� � Q {I � t �' ��1�1 N0. DELTA LENGTH RADIUS o ''1 1 f ' ' 2 NOTES -P. Lt, PA 1 44. � 30.00 PP N 1❑ A= 6'00'09" 23.05 220.00' cqt $ BW`j 1 1 _ ' 1'13 (` / 1O PROPOSED 40 FOOT WIDE PRIVATE ROAD EASEMENT PER MAP NO.12907. ❑2 p= 18'20'47" 70.45' 220.00' �p7 I $ PRIVATE ROAD MAINTENANCE AGREEMENT RECORDED DECEMBER 26, 1991 $' i - AS DOCUMENT NO. 91- 0669490, O.R. E3 A= - 12'31'13" 56.82 260.00' °� A i� SIB f , 1 q. EXISTING 60 FOOT WIDE IRREVOCABLE OFFER OF DEDICATION FOR PUBLIC ® p= 21'52'56" 99.30' 260.00' 100 4 p ROADWAY PER MAP N0.12907. ❑5 A= 46'34'03" 16.26' 20.00' 5 - 7 \ 1 r i t ' .0 S, e i 11 6 c � \ o 1 1 E r 4 A 3 EXISTING 24 FOOT WIDE PAVEMENT WITH 6 INCH AC DIKE. © p= 18'25'01" 14.46' 45.00' \� CB ~ -' O B ® EXISTING EASEMENT FOR ROAD AND UTILITY PURPOSES PER DOCUMENTS ❑7 p= 12352'45" 97.29' 45.00' �1 ` t F/P NOS. 176662 & 176663 RECORDED SEPTEMBER 29, 1965, O.R. Ln ` -...� ® p= 43'22'17" 34.06' 45.00' 5 EXISTING PUBLIC SEWER EASEMENT PER DOCUMENT NO. 91- 0487991 g❑ p= 97'51'15" 76.85' 45.00' d 0138 iwM i } ' \ RECORDED SEPTEMBER 23, 1991, O.R. 10 A= 59'02'28" 20.61' 20.00' EXISTING EASEMENT FOR PUBLIC RECREATION TRAIL PURPOSES d w I i S 7 1 � 1 • - 1 DEDICATED AND ACCEPTED PER MAP NO. 12907. 11 A= 29'05'11" 111.68' 220.00' I o i I % 8 ° 4� t 6. N 23 g•63 1 P_ EXISTING EASEMENTS TO THE SAN DIEGO FLOOD CONTROL DISTRICT, o - ; 1 € 1 ZONE 1, LIE WESTERLY OF THE EASTERLY LINES OF THE ABOVE 12 p= 3'13'45" 12.40' 220.00' r \ > ;10 b I 1 o i - SHOWN EASEMENTS. NOT SHOWN HEREON. �0� W 1° 5 s t 7 ij i 1 13 p= 24'20'56' , 110.49' 260.00 f I ``? 6 0 I I i + E O PUBLIC RIGHT -OF -WAY WITH PRIVATELY MAINTAINED STREET. 14 p= 35'10'13" 141.18' 230.0' i, L i € t .0 1 ii o 7N\ i i o N I.O.D. ACCEPTED BY THE CITY OF ENCINITAS ON 1 4 i 3.87' ( WIN J. ` 1 �� " �`� � LEGEND ALSO SEE SHEET 1) N I to II 2 I 1 0 W �� o \; 1 6 M y- OW WATER TEST UNIT 3' HIGH BY 0.90' DIA IRON PIPE ON 2' X 2' CONC. PAD. i u" l ANC BAGS I y i i 1 0o Q © FOUR 3' HIGH BY 4" DIA CONC FILLED IRON GUARD POST. TYP. ! FIRE HYDRANT ON A 3' BY 3' CONC. PAD. 'l Qi �? EXIST. 8" PVC ; i ! \ 0 \ w SEWERLINE. j ' � 9 133 B _ O(1GLA�i aIRAN If-C- 397Z6 DA ?E V) i fAQ =,1O.p ) o,0`T h I �i 2 \ PROPOSED LOT LINE PER O 4' X 4' TRANSFORMER PAD LOCATION STAKED. TRANSFORMER /PAD NOT INSTALLED. 26• BOUNDARY ADJUSTMENT 1 Z f 26 o g/q OU DRY UTILITIES RISING ` 1 �^ U I o Z Ly i to SDS STORM DRAINAGE STRUCTURE 60" CONC. PIPE, HEAD /WING WALLS & SPILLWAY Z CONSTRUCT BROW DITCH \ o AD* 1 Lj ® 30' RADIUS MIN. & '�� - 111 (MIN.) CB CATCH BASIN 1Q CONNECT TO C.B. IN STRAIGHT ALIGNMENT ' I 2 ? a cs ' - MORE OR LESS. t �N ,� i - f CD CONC. SURFACE DRAIN A \� N Z �{ N 0 5 ` ^ 1� P 0i N ` o wu WATER METER � a G• BR S. � F N� w 3.0' QEP O 5 ��6 CB � -H WOOD FENCE r a 1/2 DEPTH 2 I Pg (n i �`• ^ 1 `t 2 _ FppAY OF DITCH y "��NPA SAND AGS (TY�) I OR\ SILL TIO =4jj L \ FEN ING. p o 1 KEYSTONE RETAINING C.O. OR PIPE TO BE FINISHED FLUSH (') 1 V 1 r j j WALL SYSTEM. VERT CURE. NTH TH SIDE OF BROW DITCH. Z 0 ( I COMPACT GROUT WITH P.C.C. MORTAR Z j f UNIT AROUND PIPE O CONNECTION -CITY OF ENCINITAS I SELECT GRANULAR FILL MATERIAL H > TO DITCH. Lv FEE OWNERSHIP PER - �, �y,� 15' MIN. w Q ry 120 C A< 2 MAXIMUM SLOPE INCLINATION 0 STRATAGRID 300 _ 1f ` Z U DOC. No, 75 003824 N 3. A L =s.00' RECORDED JAN. 7, 1975. 33.Se FINISH FP 'h I z J W a Z 44 0¢ \i�, !d' AMM. �.� ��?� GRADE Ld ` j Wf / 196(� v -SEE LETTER OF PERMISSION D MIN.) R r o r0 i �O y z z 0) DATED //" S' 96 ON IV, i r S PVC a COMPACT GRANULAR a - -- 1 NDARD ���� K U' (V -� FILE WITH THE CITY TO Oj STA BASE CO E I L7 BACKDRAINS AS REQUIRED _ �t4 DOWELS BY GOETECHNICAL ENGINEER UNIT 4 PERFORATED DRAIN J K) GRADE SLOPES AND EXTEND � EXIST. CATCH /• .. ®s" O.C. corlsTRUCr BROW PIPE E BROW DITCH TO EXIST. 4 5' MINIMUM DEPTH INTO h BASIN PER i. DITCH PER D- P.C.C. .C.0 TYPE B. CATCH BASIN. 7lOT. t2oAP IMP12oVEMEfJfS COMPETENT MATERIAL 5% MIN. D -7 CONNECT TO EXIST. OPENING H t. O. I YERS Dl t LLI P ���� '. IN CATCH BASIN O STRAIGHT P 2.00 Gl2 I?AWIIJG NO. 1134 - 1? / ...: I?EEEI? TO VF_eE PIZAWItJG9 Q AOFESS /p� I _ 15' MIN. I _ ALIGNMENT (t) W/ SMOOTH Fo1? UTILITIES PAVEMENT, ETC. Pia Gv's E' to F TRANSITION. 4 .00 2 2 5 Q J (,+ K DOWNDRAIN To EMPTY v 5.33 2 2 5 IN APPROVED MANNER °39726 m BUTTRESS FILL DETAIL W - 2 Exp.12 -31-97 D , ,� BRO DITCH CATCH BASIN DETAIL KEYSTONE WALL,DRAIN AND DITCH DETAIL �' o C IVIL Off\' MOT 70 SCAL£ C NOT TO SCALE •, z y NOT TO SCALE W (� � AL NOTE: CONTRACTOR TO INSURE THAT 13ACKFILL SOILS MEET OR EXCEED z W LLJ SOIL FRICTION ANGLE OF 30'. SEE CALCS BY LANDMARK ENGINEERING FOR FURTHER INFORMATION /DETAILS. - [Y z 0 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT APPROVALS a 1 REVISED GRADING ON Lors 1 -3. MAP No. 12907 OC -0073 CHIS. SO. TOP OF HEADWALL CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N0. w Q P NS PREPA D UNDER SUPERVISION OF RECOMMENDED APPROVED REVISED RETAINING WALL AND DRAWING No. 1134 -R W/ STEEL FN PST - SW COR. INT. OF FE p PAD GRADING AND EROSION CONTROL PLANS FOR: RETAINING WALL DETAIL. \ DRAWING No. 1134 -G EL ROAD. DEL NORTE AND RANCHO SANTA HORIZONTAL 1" =40 SEE SHEET N 0 , � ' DATE 4- '� BY: ADP�D LOT 4 GIZAPING 4. . T.M. 89 -297 ROAD. 23' WEST OF RANCHO SANTA rte,- 4856-G FE AND 60 SOUTH OF EL CAMINO DEL A9 - R A N C H V I E W ESTATES 1�UIL C• �ti -°{ R.C.E. N0. DATE: «'`rG DATE: l L -9 -4G f NORTE CENTERLINES. VERTICAL N A 39726 APPROVED DATE EN I ER EL. = 119.476 DATUM: U.S.C. & G.S. DOUGLAS E. LOGAN EXP. 1 -31 -97 WORK PROJECT NO. CITY OF ENCINITAS TM 89 -297 SHEET 2 0 F 2 r r � 'a c ` r� _ PAVED DRIVE WAY ° � SLOPES TO BE ,Q E ROSEEDED , " S s8 s ' �° v,�� GENERAL NOTES 2 . v OR LANDSCAPED IMM I N < <� 1 AFTE8 CON8TRUGROt4.. 1 'Q ✓ l 1. THIS PLAN REPRESENTS ROUGH PAD GRADING AND DRAINAGE ONLY. �� SEE AD51T1QNAL NOTES f f 7 4S FINAL FINISHED GRADES, LOT DRAINAGE, HARDSCAPE, ETC. WILL BE %i HEET No '1 - -- 41.2 I Q9 DES[GNED AND PRESENTED DURING THE REVIEW PROCESS. `) >,\ > N � 8 5 9 , 5 p "E S D B S 1f 2. THE TOE OF ALL FILL SLOPES TO HAVE EROSION CONTROL DEVICE S f J INSTALLED AS SOON AS POSSIBLE. RECOMMEND USE OF HAY BALES, 77 0 j f I ,f SILTATION FENCING, OR SAND BAGS. SLOPES TO BE PROTECTED / y L UNTIL LANDSCAPING OR HYDROSEEDING IS INSTALLED. SEE SHEET - - - -- - / 1 1 $• j� g No. 1 FOR ADDITIONAL EROSION CONTROL NOTES. P 14 1 M• - - , t h 0 I ' 4 ; '' ` =/ , LEGEND - WORK TO BE DON.• CONSTRUCT P.C.C. BROW DITCH, TYPE "B" PER D -75. TYPICAL THROUGHOUT SITE. MIN. SLOPE = 1.0% GRAPHIC SCALE INSTALL 12 "X12" AREA DRAIN WITH 6" PVC OR ABS DRAIN PIPE. 40 0 20 40 80 160 CONNECT PIPE TO SIDE OF BROW DITCH WITH SMOOTH TRANSITION. 40 CONSTRUCT STD. RETAINING WALL PER C -4. TW= FINISH GRADE AT TOP OF WALL. BW= FINISH GRADE AT BOTTOM OF WALL. IN FEET 1 o�� i� 5 � � '75 p = � N N 4 1 INCH = 40 ) FEET 5 o'T 2 CENTERLINE OF PROPOSED DRIVEWAY. REMOVE EXIST. 6" A.C. BERM L , i 1' TY .) ; - AND CONSTRUCT A.C. OR P.C.C. PER DESIGN REVIEW APPROVAL. _ 2 y CONNECT BROW DITCH TO EXIST CATCH BASIN WI SMOOTH TRANS. ' 51. Ty t g SEE DETAIL THIS SHEET. / LOT CURVE DATA TABLE I F ` / ��� . , � ; ;L�!T ` 7 � _ - -_ �% Ns8•o2'oo "w NO DELTA LENGTH RADIUS t p� A'nTC( 0 8 / 30.00' QN Z NOTES 1❑ A= 6'00'09 23.05' 220.00' r � ;PA`�� 1 X � " I o -; -i p 8 ' w U 85' 1'13 "yy 5 _13611114 1� PROPOSED 40 FOOT WIDE PRIVATE ROAD EASEMENT PER MAP NO.12907. ❑2 A= 18'20'47" 70.45' 220.00' 2 ? 2 / ! ` PRIVATE ROAD MAINTENANCE AGREEMENT RECORDED DECEMBER 26, 1991 AS DOCUMENT NO. 91-0669490, O.R. ❑3 A= 12'31'13" 56.82' 260.00' EXISTING 60 FOOT WIDE IRREVOCABLE OFFER OF DEDICATION FOR PUBLIC ® 0 = 21 52'56" 99.30' 260.00' \ 00 / S 7 f 1 ROADWAY PER MAP NO.12907. ❑5 Z�= 46'34'03" 16.26' 20.00' 7 ? 2 ( IN , 2 O3 EXISTING 24 FOOT WIDE PAVEMENT WITH 6 INCH AC DIKE. © A= 18'2501" 14.46' 45.00' 7 CB 1 ®EXISTING EASEMENT FOR ROAD AND UTILITY PURPOSES PER DOCUMENTS ❑ A= 123 97.29' 45.00' F/P NOS. 176662 & 176663 RECORDED SEPTEMBER 29, 1965 O.R. ® 0= 43'22'17" 34.06' 45.00' EXISTING PUBLIC SEWER EASEMENT PER DOCUMENT N0. 91- 0487991 RECORDED SEPTEMBER 23, 1991, O.R. 9❑ �= 9T51 15 �� 76.85' 45.00' 10 A= 59 20.61' 20.00' B5 EXISTING EASEMENT FOR PUBLIC RECREATION TRAIL PURPOSES L4 OD ( 1 W { 12 DEDICATED AND ACCEPTED PER MAP N0, 12907. 11 A= 29 111.68' 220.00' o I I 9 I 23 g•6 EXISTING EASEMENTS TO THE SAN DIEGO FLOOD CONTROL DISTRICT, 3'13'45" 12.40' 220.00' i 0 o I I �O 8 �. 3 o o I p ZONE 1, LIE WESTERLY OF THE EASTERLY LINES OF THE ABOVE 12 A_ I0 SHOWN EASEMENTS. NOT SHOWN HEREON. 24'20'56" 110.49' 260.00' I PUBLIC RIGHT -OF -WAY WITH PRIVATELY MAINTAINED STREET. 35 141.18' 230.00' I 1` olTwk i 13 e O.D. ACCEPTED BY THE CITY OF ENCINITAS ON II ew I 1 L s.o 3.87' tgIN) CV �z I !, L D 2 �' N A H 1 N ' 0 04 g I, 5 [O OW W TEST UNIT 3' HIGH BY 0.90' DIA IRON PIPE ON 2' X 2' CONC. PAD. 0) SAN4 BA¢S T o N © FOUR 3 BY 4" DIA CONC FILLED IRON GUARD POST. Q TYP U II 13 / 19.65' 4` 0 ` Q OF FIRE HYDRAN A 3' BY 3' CONIC PAD. EXIST. 8" PVC I � I ` � `- � l "� SEWERLINE. _�I I �O F9 � 13 ' 30 / i Q (D 4' X 4' TRANSFOR AD LOC TION STAKED. TRANSFORMER /PAD NOT INSTALLED. FOAL *l 30 _0. `, �, / ` `',. _ 1 0.0 W / 26 26 "W O DRY UTILITIES RISING _Z U o kl�T l R0 �t� SIDS STORM DRAINAGE STRUCTURE CONIC. PIPE, HEAD /WING WALLS &SPILLWAY p CONSTRUCT BROW DITCH TU ` F I \ R G�Ml� V , 0 30' RADIUS (MIN.) & r f W/y R f ' CB CATCH BASIN W CONNECT TO C.B. IN T T of�T STRAIGHT ALIGNMENT 294 O U �£ t Z `_ / / f R CD CONIC. SURFACE DRAIN MORE OR LESS. ;(M ) �� 1. M W 5 �_ 1 30 000 N c w WATER METER j Ld CB y 0 ' �•- WOOD FENCE (n SAND ) �Vnj` :` - / I r ~ J OR 0 a / N W 3.0' P •� N -- f3 ? h l`�0 A FR p�Y OF2DIITCHTM Y Z O q OR .-CITY OF ITAS - SELECT GRANULAR FILL MATERIAL w :2 � FEE SHIP PER 120 %/�� /��/i, 2 MAXIMUM SLOPE INCLINATION / Z U � D o. 75- 003824 /V7 \% ^ F � RE WALL / _ - -- C.O. OR CD J ORDED JAN. 7, 1975. 33 '$8 w 2q ly ��O PER / PIPE TO BE FINISHED VERT CURVE. W W cV 4 Q4 , 8' MIN. / / %/ 0 1X(MIN.) BOW DI T SI GROU E F .SEE LETTER OF PERMISSION OD MATH P.C.C. MORTAR Z Z DATED ON �' _ AROUND PIPE O CON - FILE WITH THE CITY TO BACKDRAINS AS REQUIRED - NECTION TO DITCH. N 7 �Q BY GOETECHNICAL ENGINEER *---- ---------------- -- - ----- - 4 DOWELS A O -- ---- ----- - - - - -- - --- - - -- - O 6" D.C. F 6 J CO GRADE SLOPES AND EXTEND - EXIST. CATCH �� CONSTRUCT P.C.C. BROW �A�r BROW DITCH TO EXIST. 5' MINIMUM DEPTH INTO in BASIN PER i DITCH PER D -75, TYPE B. CATCH BASIN. o COMPETENT MATERIAL 5% MIN. D -7. 1 CONNECT TO EXIST. OPENING W IN CATCH BASIN O STRAIGHT ��/°' �' Q,QFES$I 15' MIN. �� i� ALIGNMENT (t) W/ SMOOTH p, SOP TRANSITION. r �Q pG O F DOWNDRAIN TO EMPTY �� Q o : IN APPROVED MANNER � z w C 39726 m 2 Exp. 12 -31-97 a BUTTRESS FILL DETAIL 5 BROW DITCH-CATCH BASIN DETAIL A WALL, DRAIN, CH DETAIL CIVIL w NOT TO SCALE tF� LIf NOT TO E MOT TO SCALE (n LLJ W� Ld 0C� REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT APPRO ALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. LLJ Q n-, 1 DRAWING No. 1134 -R STEEL FN PST - SW C MAP No. 12907 OC -0073 CHIS. S0. TOP OF HEADWALL P N PREPA ED UNDER SUPERVISION OF RECOMMENDE OVE EL RA HO OF PAD GRADING AND EROSION CONTROL PLANS FOR: EL ROAD. DEL NORTE AND RANCHO SANTA SEE SHEET N 0 • DATE BY: \ BY: 4856 DRAWING No. 1134 -G HORIZONTAL 1 " =40' / RA N C H V I W tNir T.M. 89 -297 FE ROAD. 23' WEST OF RANCHO SANTA FE AND 60' SOUTH OF EL CAMINO DEL E ESTATES NORTE CENTERLINES. VERTICAL N A R.C.E. NO.: 39726 DATE: 3 �L DA - APPROVED DATE EN I ER ° EL.= 119.476 DATUM: U.S.C. & G.S. DOUGLAS E. LOGAN EXP. 1 -31 -97 WORK PROJECT NO. CITY OF ENCINITAS TM 89 -297 SHEET 2 OF 2 Pint tin 11 /n1 /OR '+ nn , )Q ci- ___ t. ,__ --