Loading...
page 2 Cit06K KEWFF0KCEMEMT 64tw�T Li;VE.L 5ACKFILL WINO SUKCHA E Ur To � .2 3' 1`toN� NOTE: `•. 6, 2�' TO 7.'55' �.5 5,0 WALL BACKFILL SOIL TO � GIZ11) TYPE 35/20 - ZO HAVE FRICTION ANGLE OF 34 DEGREES OR GREATER o 1-4 0 rE. LEVEL BACKFIL_L Tlit WALL 1.4F- lGkT5 sIk4OWm AWVE A KF TOTAL HEIGHT IRCLUDIAG TAE ?,F - GOT EP El4APaEDMf_t4T 2' SOIL CAP WORK TO BE DONE l N); ?.ElN f0KCED SOI SlyA LL S AYE At4 AN GI OF 1^g1cTION o P ��"' D��R�-� t�iNlrq0M A` FACE BATTER 20' SfMGI�•IED �Y �� `.OILS �NCzINE�� (CONSTRUCTION A. GENERAL C. GRADING TOLERANCE f7) GEOGRID (TYP) 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR HAND TAMPED LENGTH AND TYPE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION UNDER HIS /HER DIRECTION. HE /SHE SHALL OBSERVE AND TEST THE EXCAVATION SOIL WITHIN UNITS PER CHART SOILS ENGINEER'S CERTIFICATE STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED HE /SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE MIN. BURIAL I, ROD BALLARD A REGIS CIVIL ENGINEER IN THE STATE OF 18" BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS - - - -- CALIFORNIA, PRINCIPALLY DOING BUSINESS I N THE FIELD OF APPLIED SOIL MECHANICS, HE /SHE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM /HER OR OWNER /PERMITEE: (5' TO DAYLIGHT MIN. IF 12" MIN. WIDTH OF HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT 2. THE SOILS REPORT TITLED RHYNER PROPERTY PREPARED BY WESTERN SOILS & UNDER HIS /HER SUPERVISION AND THAT IN HIS /HER OPINION ALL EMBANKMENTS AND SLOPE AT TOE OF WALL) 3/4" CRUSHED ROCK WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES FOUNDATION ENGINEERING DATED JUNE 19, 1989 UPDATED BY CONSTRUCTION TESTING EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING JOSEPH DODDS SEPTEMBER AND OCTOBER, 1997 ONE COMPLETE COPY OF THE SOILS REPORT & ENGINEERING, INC. DATED OCTOBER 6, 1997 SHALL BE CONSIDERED AS A PART PLANS AND THAT ALL AMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR 4407 MANCHESTER AVE., #21 4" PERF PVC DRAIN (TYP) COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE INTENDED USE. CARDIFF, CA 92007 IN FILTER FABRIC SLEEVE THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. TEL: (760) 753 -3466 PLANS ANO CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE 6" THICK x 30" WIDE 3/4" FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE /SHE SHALL CONTROL CRUSHED ROCK LEVELING PAD SPECIFICATIONS. AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED RIGHT -OF -WAYS. SEPARETE APPROVALS AND PERMITS FOR THESE SHALL BE WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION LEGAL DESCRIPTION: TYPICA L CROSS SECTION SIGNED. DATE: /c7- 7 -97 '` 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. CONTROL MEASURES HAVE BEEN INSTALLED. SEGMENTAL ETAINING WALL����&� { PARCEL 2 OF PARCEL MAP 16603, RECORDED AUGUST 29, 1991 AS RCE NO: 43345&E2173 EXP. DATE. 6 -30 -00 « c 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE WITH GEOGRID SOIL REINFORCEMENT °�'` "° 7 f ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER F/P 91- 0444389 O.R. E xp. 6,130;/00 DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE APN.: 259 - 231 -75 NO SCALE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS`�� GRADING. NOTE: SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL WALL TO BE CONSTRUCTED PER DESIGN \ 6. THE DEVELOPER SHALL BE RESPONSIBILE THAT ANY MONUMENT OR BENCH MARK BE SCARIFIED TO A DEPTH OF C AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. AND STRUCTURAL CALC'S BY CHARLES WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND JOH N RANDLE (RCE 22096) IN THE CITY BY A REGISERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. SITE ADDRESS: OF ENCINITAS ENGINEER'S FILE. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, ' 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SOUTH SIDE OF PRIVATE ROAD EASEMENT ± 360' WEST, ; DECLA RATION 0 F RESPONSIBLE CHARGE INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS OF RANCHO SANTA FE RD. (284 RANCHO SANTA FE RD.) STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE `` I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT ALL STONES 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. , I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS ' FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF ROOTS, AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES EARTHWORK DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT 5:30 p.m. AND 7:30 a.m. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. HOLIDAYS. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. CUT: 1,225 C.Y. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN FILL: 982 C.Y. CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT. CITY INSPECTOR, CIVIL ENGINEER, 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, SHRINKAGE: 243 C.Y. AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE EXPORT /IMPORT: 0 C.Y. CALLING (760) 633 -2770. FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED OF ANY SUCH MATERIAL. EARTHWORK QUANTITIES ARE CALCULATED ON A THEORETICAL BASIS AND ARE CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND UTILIZED FOR PERMIT AND ENVIRONMENTAL PURPOSES ONLY. ACTUAL QUANTITIES RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. MAY VARY DUE TO UNFORSEEN LOSSES, SHRINKAGE AND /OR SWELLING FACTORS. BY. DATE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY D. EROSION CONTROL ALEKSANDAR PANTICH ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT STEVE GARDA ITY RCE NO: 32734 EXP. DATE. 6 -30 -98 FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED AT (619) 759 -1512 . CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL No 5161 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE TIMES DURING THE RAINY SEASONS. ALL NECESSARY MATERIALS SHALL BE STOCKPILED OWNER CERTIFICATE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN". ON SITE AT CONVINIENT LOCATONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL DEVICES WHEN RAIN IS IMMINENT. I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL AND STABILITY OF THE SITE. OF THE ENGINEERING INSPECTOR. B. NOTIFICATIONS 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING BY. _ DATE. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES RAINFALL. 2 BAG HIGH MAX DODDS I 'A SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABILE RECORDS. / TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE SHOWN ON THESE PLANS, HOWEVER: REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. _ THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS NOTE: LOWER BAG ROW TO BE BURIED TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A 6" UNDER GRADE. NEGATIVE DECLARATION ON FILE AT CITY PLANNING DEPT. FOR TPM 89 -058 UNDER SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING HAZARDOUS CONDITION. OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, RESOLUTION NO. OL -89 -010 FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN TEMPORARY EROSION CONTROL COMMENCEMENT OF WORK: SHALL BE INCORPORATED HEREON SAND BAGS a. SEWER - CARDIFF SANITATION DISTRICT 944 -5070 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. SITE ENVIRONMENTAL DATA b. GAS &ELECTRIC - SDG &E 800 - 422 -4133 9, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF ; *2 - STEEPEST EXISTING MANMADE SLOPE ONSITE = 62% (1 112 : 1 CUT SLOPE) c. WATER - OLIVENHAIN M.W.D. 753 -6466 EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS - MAXIMUM VERTICAL DEPTH OF CUT = 5' FORTY PERCENT (407.). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH - MAXIMUM VERTICAL DEPTH OF FILL = 10' d. TELEPHONE - PACIFIC BELL 800 - 422 -4133 RAINFALL. - AVERAGE DEPTH OF CUT: 1,225 x 27 / 10,088 = 3.27' 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF - AVERAGE DEPTH OF FILL: 982 x 27 / 6,572 = 4.03' e. CABLE TV - DIMENSION 800 - 422 -4133 GRADED SLOPES (909. COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED NOS 7th 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION S? AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF *2 NOTE: NO "NATURAL° SLOPES EXIST ON -SITE. ENTIRE AREA WAS PREVIOUSLY GRADED BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633 -2770 CONSERVATION. c yi�, °�" ON P.M. 15145. (PER L 11419) EXISTING TOPO LINES = AS -BUILT CONDITIONS. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. 11. JUTE MATTING, HYDROSEEDING, OR APPROVED EQUIVALENT TO BE INSTALLED O� PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION ON ALL EXPOSED SLOPES. WILL BE SUBJECT TO REJECTION AND REMOVAL. 12. TOPS OF ALL SLOPES TO BE DIKED OR TRENCHED TO PREVENT WATER FROM FLOWING OVER THE CRESTS OF SLOPES. E. LANDSCAPING q �pFESS 9 C9 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED BY THE ��� e PN �aR pgNq� PLANNING - CCML EE - S�URVEYIN CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE �`" � ti� 2 201 EAST crown AVE., SM 2-F, MOMM, CA =25 LU AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. w M s» (7 �4t - 2ses W RESO VICINITY MAP Az '°°' ° ALL ` R ' X OLIYENUN MUNICIPAL WATER DIS1W FIRE DEPARTMENT 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 E XP 7 6/30/98 / AV W OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND NOVEMBER 15. * T c N 0 SCALE A5 CIl L T REVIEWED BY COMMUNITY W F + qTe j"I Fo�� DEVELOPMENT DEPARTMENT a . 1� U I l_ n i a.l G 1 E 16 u T ' OF cA�� o CO '�`'1 �1 X . }{ E t � �{ r O f '� LD G S H f� L L •N o T � � � �� p 4LE".�lSANOAR Pd N?%C sc �,_ �' 2 _ Z %O /� lZ�� I g' >= L cv� o H J� - ��7 N BY . � _ _ DA DATE p � DATE APPfuED DATE I�FI�EIUCES MIE BENCH MARK SCALE SPECIAL DISTRICT OF TP C HE CKED eY APPROVALS CITY O F ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. t RET. WAI-L x- SF-cTION DESCRIP110N.• TOP OF 3/4" I.P. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED �z 2 �RsBc�ic -r� 3 Z o� GRADING PLAN FOR PARCEL 2 co LOCAII0N.• SOUTHWEST PROPERTY CORNER PCL4, P.M. 15145 HORIZONTAL 1 " _ 20 ' DATE 10.02.97 BY. BY. 5161 - G W z RECORD FROU 0472 -G VERTICAL N/A RCE. NO. 32734 TPIVI 89-058 z z Lu BRATNNV.• 147.1 DATUM.• ASSUMED PAN�CH EXP. 06 -30 -98 DATE: 2 �7- DATE: Z' SHEET 1 OF 2 z ALEKSANDAR 2 WORK PROJECT NO. W I 4 O LEGEND STD. DWG. NO. SYMBOL CUT SLOPE 2:1 (MAX) FILL SLOPE f A EXISTING CONTOUR PROPOSED CONTOUR _ 1 PROPOSED ELEVATION / EXIST. P.C.C. LINED BROW DITCH (D -75) ry / PROP. P.C.C. LINED BROW DITCH (D -75) C� 40" / .g / EARTHEN SWALE / DAYLITE LINE PROPERTY LINE I RETAINING WALL SDRSD S -4 s I I I PROPOSED DRIVEWAY SDRSD G -16 u, — 0472-G BY UT I EDGE OF EXISTING PAVEMENT — -„ — — — — „- — EX. 10' SD UT I LITY EASEMENT I EASEMENT LINE SDRSD W -1 EXISTING REDENCE { I WATER SERVICE o 40 i ' SDRSD S -13 W PL — — �5 Q- SC�E % / r 1� I 1 1 ( SEWER SERVICE S 0 1= = , �I EROSION CONTROL -SAND BAGS ,N1010 PARCEL 1 Ile - - �`� I I II I t >�a f A✓ %,�` , FOR EXISTING GRADING SEE DWGS. 21=G & 0472 -G I E D( 40 PRIVATE RD. &PUBLIC Ilfil' EASMENT PER PM. 15145 l` _ I EX. ROAD }IMPROVEMENT PER _ '✓` x ' , �— �c _ C 1 - L' =1419, TM. 18550 / EXISTING _ c PCC DITCH .XC�` t3t_i� c � i GRAPHIC SCALE: 1" 20 EXIST. 40' EASEMENT L1, - N G `> AWING WALL I I 0 10 20' 40 ' I •_ ` � I HL 60 80 N o I 20' EXIST. I // 3— , ` • \� , EXISTING DRNEWAY I P PVMr I _ / EX. 10' 30 EXISTING ` , I ° a a° w `• c '' _ � I , ! / UTIL. EST. PRIVATE ROAD ESMT. 78.21' M �' a , , , fr r 1J'I6f2W LIMIT OF I ej � L 12 ``� °` �� ° I t '- � I � �► / � ` " = r 1 ,� aST D -75 I I ; I 4 � NEW GRADING i 1 Pad = 131.1 tf / f11s' r • 1 FL.= 116.46 ° / { i I AP. PCC \DITCH % �� ° ° ° ,�' F.F. = 131.8 i ' '1 ; i ; 4 20 EXIST. P D -75 TYPE �" I `�� I \ 1.OX I A.C. PAVEMENT I � � � �s f � I '•� j. r � �, \� � _ 26' -- TO REMAIN r ' EXIST. PRIVATE ( ) I ' a / IST. BOX 4' DEEP i -16 UTILITY ESMT. f \ fA' ° ° `' �� � r r _ `�\ � INLET EL. = 112.82 Rd ' & EROSION CONTROL 1 r 0 TLET EL = 113. 2. SAND BAGS (TYPICAL) a a . s r.55 f , tf f ' I CONNECT TO ET, D -75 ,3• �,�� ! FL 13 9.00 ° a $t ,r 12 85y f 1 -1 r I I 20' EXIST. . UTILITY & -tt rA 'G , //�� \' , FL ` ET IS 8" PIPE 6' EXIST E DWG L -1419 '� .--- °`µ_.� --° m ' –F F —___ -�— J �i •KJ l �f ° ' " f f - .t r �l f ` I ! . E RD. ESMT. DRAT 7 ° s 7T _ A ' DRAINAGE EASEMENT � PRIVATE EXIST. A.C. PAVEMENT -f EXIST. GROUND . 8 ` '� a 1N l f r r Ff > LAJ ac? 132: �- f; ,, / C c '� a -- i►�X WALL l F: 4, � ��> , ► yl ' r I o CROSS — SECTION A —A f / V 71'x'42" W 49.74' �- — t -� -- f d= 92'15'57' y r ! c 42" CHAIN NO SCALE EXIST. 26 PRIVATE RD. & UTILITY ESMT. rL R °= 30.0 , x CONSTRUCT ' 6 PCC 1 n , , LINK FENCE PER DOC. No. 88- 552901 15 "RIBBED ! = 31 DTfEH 1RA ITION -TO ' P TIC PIPE PAD 131.0 1 9 � 48 � � N 713542' W 2,0.94' 1 ;� � -�� �` � ,� _ �� r FL OF 15" ! IPE I EX. D-75 1 1 `�' LIMIT OF A�'6 U I L PL ,, .,j `; ;' I ----. �, I ` 2� (TYPE 'A �-) — — — — — — — — — / N 713542" W 3 _ — N 2 — i n r " — � NEW GRADING r � f - - -- _ ,J t1, EXIST. GROUND 12 PCC DITCH ��1 z 2 z ! f _ PER D -75 4 RGE 32 ALEKSANDAR P ANTICH, 7 Z /� ' 2 91-2 /� ]�� �r \ j RETAINING WALL EXP. 0630/02 x r]1��J, / J' p 7� '.�21J — � Jr- � ` i p — — — — rlJ , -5r J 4 p , n ' 13 0 f 00' THERS U U V �a a ..W I? E' S °N CROSS—SECTION B — B LAND SPACE ENGINEERING w PLANNING CIVIL ENGINEERING - SURVEYING 201 EAST GRAND 7 COND�10, CA 92025 z o I o o I I (� }r NO SCALE �w s� 05 ( 741 -2689 AVE., '760) SUITE 2 -F, E g ! ° EXIST. PRIVATE RD. ���,` - — — — — RNs �� �� JN 97 02.DWG ALL RlGMS RESERVED to.02.s7 z � W ESMT. PER PM 15145 J ' - � — � z w ' ( I � ¢ = M * EXP• 6/30/98 I' REVIEWD BY COMUNITY OL v Q civI\ � DEVELOPMENT DEPARTMENT (/) 0\ e °F C Z NOTE: FOR EASEMENT DOCUMENTS ON THIS PLAN SEE PM. 16603 z X0 0 Q 1 N DATE IN BY HECK BY r\ 2 PAD ME BENCH MARK SCALE SPECIAL DISTRICT � o APPROVALS CITY OF E N C I N ITAS ENGINEERING DEPARTMENT DRAWING NO. GRANNY DRAW, SEGMLMAL WALL, HOUSE tAY0t1T tJES(1INV TOP OF 3/4 I. P. LP• PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED AND "AS - z ANNY FLAT, d DRIVEWAY. SHEET 2a ALNJfD GRADING PL AN B!l r 5 z7 , oo LOCATION• SOUTHWEST PROPERTY CORNER PCL.4, P.M. 15145 HORIZONTA i =20' gY BY: F PARCEL, 2 T P M . 8 9 0 5 8 � o DATE 07.01.97 W z RECORD FRO!«l.• R.C.E. NO.: 32734 51 "— G z w VERTICAL DAZE: DATE TPM 8 z ELEVATION.• 147.1 �1TUM.• ASSUMED ALEKSANDAR PANIICH EXP 6 -30 -98 FROM GP.0472 -G WORK PROJECT N0. L SHEET 2 p OF 2 z = w w LEGEND: STD. DwG. No. SY MBOL CUT SLOPE 2:1 (MAX) FILL SLOPE EXISTING CONTOUR % _`.. PROPOSED CONTOUR PROPOSED ELEVATION EXIST. P.C.C. LINED BROW DITCH (D -75) l � o PROP. P.C.C. LINED BROW DITCH (D -75) EARTHEN SWALE DAYLITE LINE PROPERTY LINE — — — — I 1 I RETAINING WALL - 5EGMENTAL BY OT 44ER �1 PROPOSED DRIVEWAY SDRSD G -16 -- 1 I I I EDGE OF EXISTING PAVEMENT — -„ — — — — Tr — EX. 10' SDCME I UTILITY EASEMENT EASEMENT LINE SDRSD W -1 - -- - -- '.' EXISTING RESIDENCE 1 f` r WATER SERVICE SDRSD S -13 W eP �� I I I N SEWER SERVICE S PL 5 EROSION CONTROL - SAND BAGS PARCEL 1 *` 4 � Q p FOR EXISTING GRADING SEE DWGS. 21 �l ROAD IMPROVEMENT PER G & 0472 -G r IX. 4o PRIVATE RD. do PUBLIC TILIIY EASMENT I 1 R PM. 15145 r =� L 1419 TN. 18550 r � EX PCC DITCH r - - - - -- f I f f ! I GRAPHIC SCALE: 1 = 20' EXIST. 40' EASEMENT t .� j - PARCEL 2 ,, � �` > W, i I ' 0 10' 20' 40' so° so' _ o 1 20' EXIST. I } w � a I 130 a� ;' � o EX ISTING �iNEN!AY I A.C. PVMT i Q EX. 1 ©' 30' EXISTING J 7 = Z N.P. ,, c . 3' ,, I— 1 v UTIL. ESMT PRIVATE ROAD ESMT. , ('# 78.21 W 1 1Tt6j W 108.27 IL t5o GARAGE \ }' �� P ► , , 1 LIMIT OF w 1 cc, \ If ° EXIST. 0-75 NEW GRADING 1 Pad — 131.0 l 41 FL.= 116.46 1 ' 20' EXIST. GF. 131.0 - �/ �� ':I \ '' 1.0� MIN A.C. PAVEMENT PROP. PC " DI TC H F.F. — 131.7 �-� - \ 1 \ (TO REMAIN) D 75 TYPE e' �'� \ � k ` _ 2 ' EXIST. PRIVATE — - EXIST. BOX 4 DEEP \ 1 1 �1 ��� \ INLET EL. = 112.821 R &UTILITY ESMT. EROSION CONTROL i � \ 130.2 A OUTLET EL. = 113. 2. SAND BAGS (TYPICAL) - _ CONNECT TO OUTLET IS 8" PIPE 2m' EXIST. 6' EXIST. UTILITY & SLE DWG. L -1419 ��TT FL 139.00 I /-;3 - - - - --- _ - 1 � r _ �� J EXIST C PAVEMENT DRAINAGE EASEMENT — — — — — _� � I PRIVATE RD. ESMT. - EXIST GROUND w l ; �S 13 , I �� - _ ldX R+ WALL / 2�r _ I So C C z C /► � �6 t - 1 ` -- - -- - PCC DITCH 12 - - -� - = - - -- ' - 9715'5 � 42" CHAIN - NO SCALE INSTALL 24" RCP! ®5% ( 9 N 71 a 42' W ,49.74 r �y -� �R = 30.0' '� LINK FENCE " n w 1 L = 48.31' PAD 131.0 d: UTILITY ESMT d: APRON INLET R D 9� 1 o EXIST. 26' PRIVATE RD. TYPE "B" PER (D -75), T PER DOC. No. 88- 552901 �. _ — FL. 130.00 t I , T f - - _ 7135 42" W 4 - �> N ( D " 75 249 n -- - - - - -- ' � A) t LIMIT OF PL _ 1 — — NEW GRADING 1 � 1 N N 71'35'42" W 2 .93' _ - -- -- _� `, r GROUND PER D -75 - $ 12" PCC DITCH ry r\r' N� ) JJJ r r r o /59 BY OTHERS APN � J �� 1 J / l I p r\ J /�J, J �� I I n - - - Y - _ 40.00' c� RETAINING WALL 1 R pF E S S Ip LAND SPACE 40 ENG _ G z e � CROSS�SECTION B —B CC o '�, 45 0 - n �1, N D A R p 201 EAST MW MBE•, WE 24, BMW, G W „ I L_ L _ - _ - - �, SP q F NO SCALE M 9M5 (isu) X41 - zees W 0 0 0 o EXIST. PRIVATE RD. I I J�� 1 I- i <v z ® 1 / CN „� ESMT. PER PM 15145 Q _ _ �, Z rN syEFr 1.5 v o, s�-E R EVI EWD BY CO M U N ITY W � c a _o * EXP. 6/30/W 98 ,* � � T N�. �TyTF CIvi�- o~P DEVELOP NT DEPARTMENT OF M- NOTE: FOR EASEMENT DOCUMENTS ON THIS PLAN SEE PM. 16603 - o, L 12-8 - �� g °7 C]N DATE I WPM A17E A>E BENCH DARK SCALE SPECIAL DISTRICT APPROVALS CITY OF E N C I N I TA ENGINEERING DEPARTMENT DRAWING NO. u' o I 5>= G MERI rAL RET W�41. � TOP OF 3/4" I .P. PLANS PREPARED UNDER SUPERWSION OF RECOMMENDED APP U D 2 S/tE'Ej' /JO.2 ;/0/0 3• Z .� GRADING PLAN FOR PARCEL 2 TPM. 89 -0 8 �= LOGTKMk SOUTHWEST PROPERTY CORNER PCL.4, P.M. 15145 HORIZONTAL 1' =20' DATE 07.01.97 BY: BY: po RECOIm FRAM.• 0472 -G 51 6 1 — Z VERTKA R.C.E• NO. 32734 _ q TPm 89-058 ELEYMW.. 147.1 DAIUK ASSUMED ALQ(SANAAR P EXP 6 -30 -98 DATE 2 ' 7 DATE 4 FROM GP.0472 -G WORK PROJECT NO. SHEET 2 OF