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1992-1035 G (Plans) GENERAL NOTES GRADING EROSION CONTROL LEGAL DESCRIPTION :LOTS 1 -6 OF MAP 12886 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT R OR UNDER HIS DIRECTION, HE SHALL OBSERVE BRUCE WIEGAND AT 619- 924 -3146. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE SOILS ENGINEER A,p,N,: 265 - 026 -14 (PORTION) DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS, ANY AND BACKFILLS AND COMPACTION OF TRENCHES, HE SHALL CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE SITE ADDRESS: END OF ROSEMARY LANE ACCESS FROM 7TH STRE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION, ATIONS AND ALL GRADING OPERATIONS HE SHALL STATE THAT OBSERV NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT 2, THE SOILS REPORT TITLED: "GEOTECHNICAL INVESTIGATION TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT CONVENIENT LOCATIONS T❑ FACILITATE RAPID CONSTRUCTION OF OWNER /PERMITTEE: BUMANN RIDGE, INC. TEMPORARY DEVICES WHEN R BUMANN RIDGE ROAD, ENCINITAS CALIFORNIA" BY ICG IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE AIN IS IMMINENT, TAS A 9 202 VD.,SUITE Y E D. WI GA ENC IN INCORPORATED, DATED MARCH 8 1991. CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE ENC CA 92024 PRESIDENT AN REASURER HOWN ON PLANS SHALL NOT BE MOVED OR 619- 924 -3146 SOILS REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS 3. DEVICES S ARE SUITABLE FOR THEIR INTENDED USE. MODIFIED WITH ❑UT THE APPROVAL OF THE ENGINEERING INSPECTOR. SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL 2, THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOM MENDATIONS SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES AND SPECIFICATIONS CONTAINED IN SAID REPORT. OF WATER, HE SHALL CONTROL SURFACE WATER AND AVOID TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER ESTIMATED QUANTITIES 3, APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE AFTER EACH RUN -OFF PRODUCING RAINFALL. CUT 6500 C,Y,* NOR OF SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS, SEPARATE OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL FILL StOOC,Y, SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, DUE TO APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN UNCOMPLETED GRADING R OPERATION OR H UNF RESEEN CONJUNCTION WITH IMPROVEMENT PLANS, INSTALLED, WHICH MAY ARISE. EXPORT 1400 C.Y,K 4. NOTARIZED PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE * EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES GRADING. SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO ONLY, 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS TO PROTECT ADJACENT PROPERTIES DURING .GRADING SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL CONDITION, ■ SOURCE OF TOPOGRAPHY - AERIAL SURVEY OPERATIONS ANYTHING DAMAGED OR DESTROYED SHALL BE AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM REPLACED OR REPAIRED T❑ CONDITION EXISTING PRIOR T❑ NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO 7, ALL EROSION CONTROL MEASURES PROVIDED PER THE GRADING, A DEPTH OF 6' AND THEN COMPACTED TO A MINIMUM OF 90 APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. PERCENT, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY ENVIRONMENTAL NOTES BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ACCORDANCE WITH SPECIFICATIONS, FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY, 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 31 ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR, 4, CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN (EXCLUDING ANY EXISTING MAN MADE SLOPES) GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY 7, THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS a AND THE MAXIMUM SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH VERTICAL HEIGHT OF FILL 9 - SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE _ 'goo OF CUT RESPONSIBLE FOR CONFORMING T❑ ALL LOCAL, STATE AND ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY RAINFALL, 3, AJ AVERAGE DEPTH VOLUME OF CUT (C.F.) _ sa 6500 27 CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER U FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS, EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO EFFECTIVE COVERAGE PROVIDE - LIABLE T❑ BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF GRADED SLOPES (90% COVERAGE) PRIOR TO B,) AVERAGE DEPTH VOLUME OF FILL (2 F 5,100(27) 2.70 OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1 /2) ACCORDANCE WITH THE GRADING ORDINANCE. STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE OF FILL AREA LL CS „) 50,900 MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CONDUCTED BETWEEN THE HOURS OF 530 P,M. AND 7130 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS, 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL CALIFORNIA DEPARTMENT OF CONSERVA SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE PREGRADING MEETING HAS BEEN HELD ONSITE WITH THE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL, W WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (619) 949 -3379. LANDSCAPING 24 g 2' 12' 12' 2' • in 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE Z 573°21'17 "E 384.31 ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL >:A�C 2° 7TH STREET THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND 2/• �,a• FROM HE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS, ?. THE DEVELOPER SHALL COMPLY WITH ALL CONDITLONS AND r REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH 2, FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL BERM PER G - 5, ✓ a' REGARDS TO THE HAULING OPERATION. TYPE "E" EXISTING I MPROVEMENTS 3 SLOPES PRIOR T❑ OCTOBER 1 OR IMMEDIATELY UPON COMPLETION PER TM 90 -073 573 °21'17 "E 324.27 OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. ROSEMARY LANE/ DWG. NO. 1035 R Ln F 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING N 0 PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR 7TH ST R E E T -n FINAL RELEASE OF SECURITY, AND AS- GRADED NO SCALE V) CERTIFICATION SHALL BE PROVIDED STATING: "THE 273 "W GRADING UNDER PERMIT NO. HAS BEEN 20.00' PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE W APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED rAr t ~ AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED "� INDEX LEG�EN D w BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. # 1. TITLE SHEET SUBDIVISION BOUNDARY O_ S N 2. LOTS 1 AND 2 yF 3. LOTS 5 AND 6 4. EROSION CONTROL LOT LINES N (LOTS 1 AND 2) EASEMENT LINES Z z NOTIFICATIONS �u ! , 5. EROSION CONTROL Q (LOTS 5 AND 6) SUBDIVISION BOUNDARY J 6. STOCKPILE PLAN LOT NUMBERS N 73° 211 17 11 W 472.09 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY SHEET NUMBER PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING c 3 UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: SITE THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY S9 OLIVEN H AI w LU & 4 MEASURES TO PROTECT ANY EXISTING UTILITIES OR r,. L d STRUCTURES LOCATED AT THE WORK SITE. IT IS THE t CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING V,LCIIVITY MAP a RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF \ SAID UTILITIES OR STRUCTURES PRIOR TO ANY NO SCALE F EXCAVATION, FOR VERIFICATION AND LOCATION OF � w UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: • a CD z! � In A. SEWERS - 694 -3273 DECLARATION OF RESPONSIBLE CHARGE SOILS ENGINEER'S CERTIFICATE. N KEY MAP 4 Z - 'ROSE RY LANE B. GAS & ELECTRIC ( 800 ) 422 -4133 SOS I HEREBY DECLARE THAT I AM THE ENGINEER ❑F WORK FOR THIS I, ANTHONY F. BELFAST A REGISTERED ENGINEER IN THE STATE 1" =100' (PR I VAT E) C. WATER - 753 -6966 PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF u DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS APPLIED S❑IL MECHANICS, HAVE REVIEWED THRESE GRADING PLANS AND CERTIFY 6 5 U D. TELEPHONE - (800) 922 -4133 AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT CURRENT STANDARDS, HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS 3&5 ¢� E. CABLE TV - (800) 422 -4133 7' I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFI- 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 98 CATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY SIGNED ��_ �- ' .r r,. �1 I 5 •11' 11. ' HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. K -- - = - --F - - - - -- AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSI RCE NO, 40333 F SUBDIVISION I PHONE: (619) 944 -5070 BILITIES FOR PROJECT DESIGN. EXP, DATE 3 -31 -95 pI� \� * -�; SIGN BOUNDARY ti /.� y.1 C 1 ft 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS ` IPA AS BUILT a FOR INSPECTION. PHONE: (619) 944 -5070. ALL WORK I 1 2�5�7 �� c� m! EXP'3- 31r95`r/' Lal BY'-- - - - - -- - -- � �- - - - - -- DATE - -f- z� � - - - - -- i�� C 040333 PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE WAYNE P SCO , M SUBJECT TO REJECTION AND REMOVAL. l clvl� /��/ / / N R.C.E. 29577 �j� \E� , r l„� EXP. 3 -31 -95 yr 1 W AY ASCO RGE 29577 DATE EXP 3 -31 -95 >_ z TE BE I MAW SCALE SPECIAL D131'F�CT DR G A"WVAL8 C1T`Ir OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING N 0. n ¢ Lo REVISIONS APPROVED DATE REFERENCES DA GRADING PLANS F Z= DESCRIPTION: CHISELED SOON RIM OF OMMUNITY VELOPMENT DEPARTMENT PLANS PREPARED UNDER SUPERVISION OF APPROVED TM 90 -073 , & ROUGH GRADE AS BUILT CONS. IRRIGATION PIPE �~ COX N/A APPROVED BY: DATE 2Z L BY: f °� C�4 LOCATION 36' -LOS `Ic LOS MO INT SECTION OF LA BA RROS HORIZONTAL ) CITY EN EER - 1035 - G JAnA R.C.E. O: 29577 G / 1 qZ (/V �QQ�� . . Z RECORDED FROM. COUNTY OF SAN NIA �.� - � L ( E PASCO DATE G'y"� L VERTICAL CONTROL VERTICAL DATE EXP. 3 - SHEET 1 OF 6 O_ M WORK PROJECT NO. aIn ELEVATION: 178.69 DATUM: u.s.o.s. PE 339G SUBDIVISION BOUNDARY PROPERTY LINE LOT LINES t o / EASEMENT LINES / I / LOT NUMBER LOT 1 / I PAD ELEVATION PAD 109.2 FINISH FLOOR ELEVATION F. F. 110.2 I l FINISH SPOT ELEVATION 110. — D T EXISTING CONTOUR (110)` -- FINISH GRADE CONTOUR 106 SUBDIVISION BOUt� II RY F r N I o J `� - r},4 ^ DAYLIGHT LINE u C II III L / FILL SLOPES 2:1 MAXIMUM N l t I CUT SLOPES 2:1 MAXIMUM V73 02 1'17 "W in X72. / EXISTING GROUND SPOT ELEVATION (845) L /5.97' \ 1 I A '4" PVC DRAIN PIPE TP u I !_ 11 �1 - T.G.1 7. / CUT 2:1 GARDEN DRAIN 6"x 6" om 1 "-20' r 1 6/01 20 7 n \ S• O . LA � 102.0 C N � SWALES AND FLOW DIRECTION 1 AIDE piCNN7n7 ` o C EXISTING STORM DRAIN =SD x - K. ' 24 "x24 "GRATED CATCH BASIN �� l7 I a o ��• ti > 1 °. _ � . \0 n �` FS = FINISH SURFACE ' I I v er \O n ��(/\ �a °.. �\ GA G ! Ill FL =FLOW LINE I II 1 � � : �P LL U .. ..� � v~i x ° . a (100) � TW =TOP OF WALL BW = BOTTOM OF WALL W pqD N EL.1 / •• O RETAINING WALL, S.D.CO.STD.DWG• 3 PINT FYID Q / ! Q, • m T/M /G /T i0 0�!] 5 Oj v , N \0 \ 0 S. D. Co. STD. DWG. C -2 O O \ I n I I I • � \ o \�° � y �w � . /� AP � / � \o� � C 8 8 \0 IN I �0^ F \� O DOWN DRAIN 1 �. W,0 / v ti / OA CONSTRUC PER DETAIL BELOW. M __ —�� , 1�1ti 4 `� � •;•° � �\ / \ �� 2 �P' / ® CONSTRUCT 20' AC DRIVEWAY PER S. D. Co. STD. DWG. DS - 7. A,, 9 \ O (� 0 l\ x C EXISTING FENCE TO BE REMOVED. G DO EXISTING ROAD AND UTILITY EASEMENT PER TM -90 -037 • 1 MAP 12886 > � C) w 1 \ 0 �a 5 EARTHEN W ` > A : f ��' C 3' EARTHEN DITCH (C• / ..� c� BERM 1 I Q PAS N � FILL BAN \/ Q' _ I t K � ,,�,g, 0 •( �' G � - 'C� ` MI 2 . 1 .1'A \� 2:1 Z I CL / ° V>" �� � t \ L L Q / a \0 N I u J 0 �v war �y T LOPE DETAIL � - ` Q / / 12 1r � � �� � � SWALE DETAIL OP OF S z 1 I I �� \ +\y /D��` � S SHE I& NO SCAL o I I 3 ! CUT p / F, NO SCALE to � I \� •. , F � � co :D r IU �J •/ .,6 yp � I 9� CONSTRUCT COLD OR SAWCIIT (TR ITION) (IRAN ON) _� I Q M ° JOINT ON PROPERTY LINE 5' � CUT 2 a `�� �, 21 10 10' 2 w 3 a 0• G ^. / 2: 4 1PVC W n ���-� y °' ll�p T �� \ / / / 1 2 EXISTING AINPIPE o n I t OS �� 2N° 2 °I• = 4 AC. BERM PER � L•t�- w W 1 —W G-5, STD. DWG. Q EXIST. 6" P.V.C• .7 RO MARY LANE / G -5, TYPE "E" 6" .CO. S D. PER � � ' '- S.D.CO. STD. DWG. 1 D 9 PE 1035 -G PRI ATE) DRIVEWAY DETAIL G- s,T „ 155.57• sa.g4 SECTION A -A BERM TRANS DETAI L EXIST. 8 P.V.C. 25 I NO SCALE N73'l!'� "W 21(70/' B I NO SCALE 6 S CURB i. GUTTER S \ PER 1035- G I \ NATURAL GRADE ~ � AROUND EXIST. TREES A� / II D T W ' 0.5 PC.C.SWAGE O P TM 90 -073 121 DRIVEWAY 2 ', A.C.VEMENT 2 W IDE pp L : i s ?� l �, F + \ G. 1 5 R 2 .1. Bw f3� / �\ �, , ;• - sr hl SIN I MiN DOWN DRAIN DETAIL -- - SEE SH EE 3 I e W ` \ TG RETAINING WALL PER Ajo SC LE 5 SAC O. STD. DWG-C-2 8 I RETAINING WALL PER I I I SD.CO. STD. DWG. C -2 E. 6 11 x 6 GARDEN DRAIN SECTION B -B 4 PVC PIPE NO SCALE / I o DETAIL Z ''`'`� ea -1c ^,� NE A. / NO SCALE i���G+ U SEE SHEET 4 FOR ��� I EROSION CONTROL '` y No.29577 PLAN EXP. 3 -31 -95 z 0 AS BUILT ° "'��ri� �,� ° I %F CAL1F , - WAYNE PASCO Rj:E.29577 DA E EXP.3 -31-9 H C REVISIONS APPROVED DATE REFERENCES DATE BENCH MAW MALE SPECIAL DISTRICT DE SIGNED BY I DRAWN BY 1 CHECKED my DRG TJ APMVALS CITY OF ENCi1NMA8 PUBLIC WORKS DEPARTMENT DRAWING NO, wo ROUGH GRADE AS BUILT DESCRIPTION: CHSELED SQUARE ON RIM OF COMMUNITY DEVELOP ENT DEPARTMENT PLANS PREPARED UNDER SUPERVISION OF APPROVED GRADING PLANS FOR: z x N 0 I N RE IRRIGATION PIPE UGH R DI NG LAN TM 90 -073 ; m OD LOCATION: 36' EAST OF CL LOS MORROS HORIZONTAL 1 20' APPROVED BY: DATE : s l Z 9L BY: ;K e . 4aaa, rw► �- � #oCsi- 1035 - G w WpLO AT INTESECTION OF LA BAJACA Q o z N RECORDED FROM: COUNTY OF SAN DIEGO C Q . � (,l4 1.4 L �'�•� R.C.E. NO.: Z S 77 VERTICALICONTROL VERTICAL NSA • W NE PASCO DATE: �' y tl ri - ELEVATION: 178.69 DATUM: U.S.G.S. DATE EXP, WORK PROJECT NO, SHEET 2 OF 6 a Ln PE 339G \ Lc) O Ol O SUBDIVISION BOUNDARY PROPERTY LINE 1W LOT LINES Z it I I I I � ... � Q EASEMENT LINES .__IM 1 Z / /�_._.1 c. �,. a 1 , 5 LOT NUMBER LOT I } O v I �' ��' l Q / / PAD ELEVATION PAD 109.2 Q O - ~ i1 SEE SHEET 2 / 0 / \ FINISH FLOOR ELEVATION F. F. 1 Z a �_._• I I 10 2 W W O' °D I W W �+ / FINISH SPOT ELEVATION 110.1 j c r � j W I I I o o / ;Q° u) 3 --(110) FINISH -- I j Q W _ / / EXISTING CONTOUR (110) (h cD �• FINISH GRADE CONTOUR 106 Of 0 9 Of DO I m II w DAYLIGHT LINE u C U n -- � O o � � ;/ FILL SLOPES 2:1 MAXIMUM p W I I T T ��T t CUT SLOPES 2:1 MAXIMUM F- II 1 I I EXIS W Vy W �� / / SPOT ELEVATION (805) / EXIST 648.2 AJ73'll'CK7 "W 2 /OAl' �� / / �1 / 4" PVC DRAIN PIPE P S MAY LANE $ ) 1 PER G 1035 EXIST. 8 PV. / I GARDEN DRAIN rt I I SWALES AND FLOW DIRECTION C. �" — T8.99.65 T.8.9 OS EXISTING STORM DRAIN =sD= 9�8 �� I t I S —�/ EXISTING 24 "x24" GRATED CATCH BASIN 20' 1 = EXIST. CURB 8 GUTTER e \ ( / / L� I 5 FS FINISH SURFACE FL =FLOW LINE TW = TOP OF WALL 12' L / BW = BOTTOM OF WALL II D I emu RETAINING WALL, S.D.Co.STII.DWG. I (TYP.) TO S. D. Co. STD. DWG. C -2 W AJ 02Al ll 1 -° P �' Y 'Y/ � t, •C+ 4, / \ \ \ A COBSTRDC PER DETAIL. I IF ; sa h \ \ \✓ �S I I \ \ \ ® CONSTRUCT AC DRIVEWAY PER S. D. Co. STD.DiiG. ' I I I \ D.S.7, 12' WIDE. r TB•I $ 4 V Q N / w I \\ P ER TI VI60 7 1 1 © INSTALL RIP RAP PER S.D.Co.STD. DWG. D -40 C I 104 / DW N .103 WITH #2 BACKING 1' DEEP AND 6' WIDE BY vi I A 109.2 TO. /08.5 1 / I 12 ' FILTER FABRIC ( SIIPAC SNP OR EQUAL) EXISTING ROAD AND UTILITY EASEMENT PER — x TM 90 -073, MAP 12886. EXISTING PIIBLIC SEWER EASEMENT PE R MAP W' r 2. SEE DETAIL Z� 06 / e 1 't N T. f090 V t!J= LO n e� / I OF EX FENCE TO BE REMOVED. I $ 7 B • 1 O T.W.I FUTU Q r I II !O 1 Z ^ r g Co , — � � _ � F. F 110.2 � Fs. � as J tL ) C�J Z loe.o �z — II H 6e=d L. 09. P /j 1 QLY/GH DE EZ 0 2 PA ' .� F /(/8N R7 Dl iove 7D \ r T.8• !O . p/ lSH D 6,PAO %(G b 0 " _ ' I I LLLUE G T SOD ~ I 1 \ h EARTHEN �T /ME OPB[G1S ^� O � I� Tu?E PAD SE kF 3 ' DITCH PS 10 CHIT 108.75 1 1085 3 /AB•6 _ g o ALUUB O MATC ja # W EA RTHE N E p - $ FS. TCI10. F.S. ti H.P GH /� ^ 2;iMq DAR m BF.1 8. 5 V 108.5 I I / 1 2 ZIy1 N , ZI "rn x 1083 a W `` 2� FILZB4NK T.W.I 4 F H r Lt1 vi e.w. � I r SWALE DETAIL TOP OF SLOPE DETAIL l 1. � G N � �' NO SCALE NO F N G E Of Q ui o I I s� 109.0 -1� 1i w CONST IIT ( \\� 'I�� FS' /B• ' 0 1 JOINTONPROPERTY LINE 1 N N� °. a^ ��+✓ 21 61 61 2 (T SITION) 5 (TRANSIT • _ 108.7 Ot' 102 / ! " _ ✓^ 1 2Y° 2 w• 4 "PV 4 "AC.BERM PER AINPIPE 179.6 \ \ / SQCO. STD. DW6• + rt /03.0 /01.0 70 /.0 rte9o/ rt 1 \I DRIVEWAY DETAIL C)GY W 5// 8D G 5, TYPE "E" 6" .CO. S D. PER A.173* 11' Q SECTION A -A G- 5,TSTD.DWG. G- 5,TYPE "A" J NO SCALE d ERM TRANSITION DETAIL \� SUBDIVISION BOUNDARY _75 a W/7iI / TGr l I 15' NO SCALE A .c — ll SECTION C -C • ,.' • NO SCALE P.CC.SWAGE 7 / 2'rVIDE P4D PAD 8 1 A.c./�au� DRAIN DETAIL / $ 9O5 90 DOWN N I TG SEE SHEET 5 FOR :�' r1 QPO1010 / RETAINING WALL PER �Q5 EROSION CONTROL_'/' ' SD.CO. STD. DWG. C -2 LE. 6 6 GARDEN DRAIN PLAN ,- g 4 PVC PIPE It ', No. 23 -31 -95 b�, • +± z \\ 0 AS BUILT PASCO ENGINEERING V) R - - (919) 259 -0212 DETAIL Z 535 NO. HIGHWAY 101 1 21 dw SUITE A NO SCALE SO WAYNE SCO RCE 29577 ATE L.ANA BEACH, CA 92075 EXP. 3 -31 -95 Z C DESIGNED BY DRAWN CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DRG T WA APPROVALS CITY OF EN CIN ITA PUBLIC WORKS DEPARTMENT DRAWING NO. wuN 1 ROUGH GRADE AS BUILT Z- DESCRIPTION: CHISELED SQUARE ON RIM OF PLANS PREPARED UNDER SUPERVISION OF APPROVED GRADING PLANS FOR Zxoo CONCRETE IRRIGATION PIPE C.Q. n OUGH G ADING PLAN 1 TM 90 -073 u=lON LOCATION: 36' EAST OF CL LOS MORROS HORIZONTAL 1 DATE : s 9Z 8Y: LL B, �{ 1035 - G - -- AT INTESECTION OF LABAJADA Z p -- - RECORDED FROM: COUNTY OF SAN DIEGO NSA �!� 0 R.C.E. NO.: DATE: C O— VERTICAL CONTROL VERTICAL W! E PASCO v ELEVATION: 178.69 DATUM: U.S.G.S. 7/ a Q S. EXP. s WORK PROJECT NO. SHEET 3 OF 6 aL PE 339G Liam SUBDIVISION BOUNDARY PROPERTY LINE / o LOT LINES 1 I / o EASEMENT LINES / % I LOT NUMBER LOT 1 PAD ELEVATION PAD 1092 Z_ c2l � � ;- I v I I �; � � ; � I 1, FIPIy FLOOR ELEVATION F. F. 110.2 f FINISH SPOT ELEVATION 110.1 Il R I \1 EXISTING CONTOUR --(110)- -___ - � FINISH GRADE CON TOU R tQ6 SUBDIVISION BOUNDRY- i F � r -•� DAYLIGHT LINE C u N L_ 3 r: v I i i FILL SLOPES 2 :1 MAXIMUM �'' µ is a I x � / CUT SLOPES 2:1 NAXIMUh I' T od. I � ^ � � � , � � � EXISTING GROUND (80.5) 'SPOT ELEVATION V A - 11 W" PVC DRAIN PIPE —r—P J 7. CUT 2 1 1 ".20' I I led S t1 / \� / \ x!40 C N _ / SWALES DRAIN AND DIRECTION © ^i w EXISTING STOR DRAIN —s — ,., •.' 1� % - 24•x24 "GRATED CATCH BASIN � �k/ � NO a ����� \�� r�� _ FS = FINISH SURFACE 1 � G \ 4 L r L.:: i =FLOW LINE i \ P \ LL �. e , \ a. f : I. N FL I �c1oo1 BOTTOM = TOP OF WALL "_ ~ P 0 • ��'� \ BW = BOOM OF WALL , 0 / 'O C� S D , u) \ 0 1 R ET AINING S TD. D � 3�� �✓ N t0� .I• ' ' 1 ; 01 \ A0� k i n � ' r i � g U � --- � • / � ti �� �. OP T o o vZ� / c l ` W ►- \ - ~ a -AD _ u r CONSTRUCT 15' BERM TRANSITION PER DETAIL BELOW. I \ ^ V I I 8 ^� L✓ p / v O Q 1 �0� J �; I �\ �� Q CONSTRUCT 20' A.C. DRIVEWAY PER S.D.Co. I D O QP� /� a � STD. DWG. DS -7. U ... 4 � r aI r. l�� ' i / S . t • : � EARTHEN Vf \� \ / 3' EARTHEN DITCH Q� � / 1 ��� ` BERM ny ��— L ,� 0 . \• / / Q L_.1 : `t FILL BANK .A 2:1 L��O Z � 0 U ^ G v ��A 0 1� TOP OF SWALE DETAIL SLOPS DETAI L N 12 12 �� ��� \�� z a I ' I ° l + Y CUT 2:, +,y �o SE SHEET ' NO SCALE os o -� 9 0� 91160 I m -ter- q 11b �\ (TRANSITION) (TRANSITION) ,I 2' EXISTING I$ PIPE / 4 BERM PER n© I0 W W W —W --, / 2•l. I 2ti. SDCO. G -5, TYPE'E' T DWG- 6 A�.BERM PER EXI ST. 6" PV.C' RO M Y ( k N N / G- 5,TYPE vA' I I � 1 AT� / - - SA.CO. STD. DWG. ) -� DRIVEWAY DETAIL BERM TRANSITION DETAIL P. r55.57 5444' SECTION A -A SC AL E EXIST. 8•V.C. NO SCALE A/73' /I'OD "W EXIST. CURB i GUTTER NATURAL G I AROUND EXRST T W 05 + /sr ' u DRIVEWAY 12 -- - I �-- ' �` �` �`,�• I O���S ' C / s Pt�TM 90 -073 z - -� 1 I II / �_ -r .`' _ \ �- F+ � DWG- I`7Q:103 -5 R SANDBAG 0000 S I "� , 2 , '� i• w s' 2 HIGH) l e, �' RETAINING WALL PER -- / SEE SH E E 3 SQCO. STD. DWG-C-2 8 / I SECTION B -B NO SCALE N ' _ O+ O w A. � p � 0 �( No. 2"77 ex P.3 -31-95 O `r r C/ �� v y' ' 0 C7 _ DESIGNED BY DRAW aY_ _ CHECKED By a x Pf VISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DRG TJ WA APPROVALS CITY OF ENCINITA8 PUBLIC WORKS DEPARTMENT DRAWING N0. wH — - -- - 1 ROUGH GRADE AS BUILT + 1.111 DESCRIPTION: CHISELED SQUARE ON RIM OF C•�• Y, `14 11 PLANS PREPARED TINDER SUPERVISION OF APPROVE` EROSION CONTROL PLAN FOR: TM 90 -073 ' M _ CONCRETE IRRIGATION PIPE z BY: -; ` _. -i'� `�' - 1035 G W = m -- -- - LOCATION: 36' EAST OF CL LOS MORROS HORIZONTAL _1_ -_ _. DATE 5 /Z_�9Z - -- -- 7 __ = -- T M 90-073 c z - - - -- -� - -- - AT INTESECTION OF LA BAJACA / � / C u' C. RECORDED FROM COUNTY OF SMI DIEGO N/A _--- - - �`'� - -- R.C.E. NO. Z9_S �7_ DATE (��.�- -9�- - __ __.- U v r - -- - -- -- VERTICAL WAY PASCO ��_9 SHEET 4 OF VERTICAL CONTROL F) ELEVATION: 178.69 DATUM U.S.G.S. EXP. --- WORK PROJECT NO. PE 339G i� 11 wan SUBDIVISION BOUNDARY PROPERTY LINE LOT LINES / '/ Lit- ) EASEMENT LINES J� In I Z a I �- / /�'_, , LOT NUMBER LOT 1 -J I i0 O PAD ELEVATION PAD 109.2 Q Q 1 / �/a `SEE SHEET 2 '� FINISH FLOOR ELEVATION FF 110.2 W W U' /� W F , FINISH SPOT ELEVATION 110.1 L N "I - -- i X �_ 110 EXISTING CONTOUR ) w I - - ! ,' 4 � Lw � _ -_ � � /' � oe � FINISH GRADE C ONTOUR 1 w DAYLIGHT LINE u C A W ,.Ii — - -- FILL SLOPES 2:1 MAXIMUM W . � CUT SLOPES 2:1 MAXIMUM W ' w EXISTING GROUND V)O- w w _ � / SPOT ELEVATION (8Q5) EXIST 6" PV. C. I LR i PYC DRAIM PIPE P AY LANE A/73 00 0 « GARDEN DRAIN EXIST 8p PV.C. 1 j -y -- r � SWALES AND FLOW DIRECTION j T.B. i T. y �� l EXISTING STORM DRAIN = =SD= r- 20 I I EXIST. CURB 6-GUTTER \ S \ \ C / EXISTING 24"x24* GRATED CATCH BASIN [] 1� FS - FINISH SURFACE FL - FLOW LIVE �( TV - TOP OF WALL BW - BOTTOM OF WALL ? RETAINING WALL, S.D.Co.STQ DWG. 1 %M1A1. 1 O ITYP) S. D. Co. STD. DUG. C -2 1 I (FU RE U 411L �s �• \ _ D 10 �� /' S ' J I AO CONSTRUCT 15' BERM TRANSITION PER DETAIL � S � j ;•; PER TM07 T. 1 A• _ o 04 / /DIW . N .103 1 — ••. � � © IMRALL RIP RAi< PRl .D.Co.STD. DWG.D -40 A , ,09z To s I � I .. \ WITH #2 SACKING 1' DEEP AND 6' WIDE BY 12' LONG OVRR FILTER FABRIC (SUPAC 8HP OR EQUAL). f ° to °t 47 1 < < 1 101.7 LOT 6 ,ro., • ` P `�`�.a i �} pp I F. F. 110.2 i PAD 9.7 GARAG O tI�I I 10 h 78. IO .5 II j cS ' \ d �J 3 , EARTHEN - I ' •� ' � 1 � � � `�' � � 1 EARTHEN. � L DITCH 10 108 5 1 X II i � `�� � -�- - DEPTH BERM 1 I Sr C3. TF110. h H [L04 I 2:1M VARIES ,�M►i' PAO m `' II Qf! U / t 1. ` I \ M,M, 2• FILL - �- 4 ` W O 'y lV x1 rw I / W � LL 4 / SW�� - DETAIL TOP OF SLOPE DETAIL If 1 / � � / NO SCALE NOSCALK c n a / N z.� 1 W z0 . lov.o W /09.6 ICI �b�cc v �l M� \ V �.^ ! \ (TRANSITION) (TRANSITION) 105 702 21L I' 4'�yC IIM PE!! DRAINPIPE / / . 17935 SACO'STQ 6 ' u 730/ 1100 SECTION A -A G- a / /.w�' DRIVEWAY DETAIL G s, TrrE• •A1O.STD. D WG. 5,TYKIA' / -� SUBDIVISION BOUNDARY / / NO SCALE ) � / BERM TRANSITION DETAIL NO SCALE PAD Irk i ooco SANDBAGS , (2 HIGH) 1 No. 2577 y, EXP. 3 -31 -95 if PASCO ENOW490"NG H (fit) 259-62t2 CIJiI,. � v 535 NO. HNHIMAY 101 ^� GWT[ A souNA SEACH. CA 9607 z >+ ' Z d REVISIONS APPROVED DATE REFERENCES DATE MAW 1 MALL �E A&DIUMT A�110iVALB CITY OF ENCr"TAS PUBLIC WORKS DEPARTMENT DRAWING NO. w� ROUGH GRADE AS BUILT a 2 DESCRIPTION, CHISELED SQUARE ON RIM OF PLANS PREPARED UNDER SUPERVISION OF APPROVED EROSION CONTROL PLAN FOR: � z - -- CONCRETE IRRIGATION PIPE G•� +---- cm NIL S Z 9L TM 90 -073 LOCATION: 36' EAST OF CL LOS MORROS HORIZONTAL r -20' DATE : V- B Y: /{a�� ace - AT INTESECTION OF LA BAJADA T M 90 ' — 07 3 1035 - "3 om RTI AL RECORDED FROW COUNTY OF SAN DIEGO w O��d R.C.E. NO.:Z S 7 CONTROL VERTICAL NSA NE PASCO DATE: L-X -t L _ ELEVATION: 17 DATUAtt u.S.GS. EXP. ��� S WORK PROJECT NO. SHEET 5 Of 6 .w M v1 PE 339E ro SUBDIVISION BOUNDARY � l G9- 20 3 J PROPERTY LINE LOT LINES � EASEMENT LINES C' \ I I 20 LOT NUMBER LOT "�Z � I / v 21 PAD ELEVATION PAD 109.2 PE SECTION A -A FINISH FLOOR ELEVATION F.F. 110.2 FINISH SPOT ELEVATION 110.1 G No SCALE i ? s EXISTING CONTOUR — (110) - 1 �Ir FINISH GRADE CONTOUR 106 DAYLIGHT LINE u n ('90) FILL SLOPES 2:1 MAXIMUM CUT SLOPES 2:1 MAXIMUM \ EXISTING GROUND (8Q5) S E E S E E T o \� \� $ \ �._ SPOT ELEVATION \ \ \_ \�� y i ✓ l �\ \ 4" PVC DRAIN PIPE —�P \ �_��' q 6 /' 1 C. n \ /N GARDEN DRAIN 12"x1211 © (' G y P SWALES AND FLOW DIRECTION ;EXISTING STORM DRAIN = =5D 24x24 GRATED CATCH BASIN L J } \ \'O�� \ \ FS = FINISH SURFACE \ �_ j FL = FLOW LIME / MOD / \ \ � P /ED O- BQp►y py7CFl (\ \ (` ' � X/S _ 1 \� (�QO�^,.E G /.VE17 W/T � '^ � s f � � _�—{ 1 10) TW = TOP OF WALL m 1 `�� N �\ E SHEET '° BW = BOTTOM OF WALL RETAINING WALL, S.D.Co.STD.DWG. -2 Z SE \y L�. S.D. Co. STD. DWG. C —\� �\ — _\ \ / � ` ® \ �i4�c� '07'1 . 77 4' . \ S S ✓ - S SE --- S (J \ \ . /O'I CO 9287' ✓� \ \ C M. I 79. lZE.all �\ \ 2 "X GARDEN II D C 1I![rlf N / /ri � 1 `\ 4 „ P¢¢C '�IPE CONVECTION YO O // \ )° AO (9RML � N � 12 sxoNlf�II Q T6.90.5 �— 4E.7 �\ .0 9 � A INSTALL RIP RAP PER S.D.Co.STD.DWG D -40 \ � \ \\ � 1� \ O WITH N0.2 BACKING CLASS ROCK 1.0' DEEP BY 6.0' WIDE BY 12' LONG OVER FILTER�� FABRIC. SIIPAC (8NP OR EQUAL). ^ FILL ZL� 3 . A \ /,✓ I J SWALE DETAIL. NO SCALE 60 � � �\ _ \ � '99 x (100) EARTHEN C \ EARTHEN DITCH BERM 50 / PAD __ ^ / ✓ \ \ / / �. Z } FILL BANK � _� / - � / 2:1 _ � � \ \ 1 990 QQ lV co TOP OF SLOPE DETAIL 40 _ NO SCALE (90) \ o (370) - - / 4 TED (BO) P/ D � \ -- - � _— 37). I x(70) r EX /ST SP /LGIVgy � l - -- X/ST/A/G DES /GThI/G —� x E 2 rrt9b - o73 rl No. 29577 AS BUILT z 9 � uF `a0 Ln G�o�,R.�ao•o �i /9y WAYNE RCE 2957 ATE Z EXP 3-31 -95 H W4 04 REVISIONS APPROVED DATE REFERENCES DATE �Fi I MAW STALE �ECIAL DISTF�CT J � CITY OF ENCINMA PUBLIC WORKS DEPARTMENT DRAWING NO. � �� ® ROUGH GRADE AS BUILT 1, DESCRIPTION: CHISELED SO. ON RIM OF `�� 1 PLANS PREPARED UNDER SUPERVISION OF RECOMMEND D APPROVED STOCKPILE P FOR CONC. IRRIGATION PIPE ��� +� �i S/ z�/ CLor r�Ol� ND TM 90 -073 w09 N LOCATION: 36 E.OF ( Z LOS MORROS HORIZONTAL " DATE 2 9Z BY: GI —� _ RECORDED FR CO COUNTY OF SAN ADIEGO /) L N •� VERTICAL CONTROL VERTICAL N/A �� R.C.E. NO.: 29577 DATE: !t Y DATE: I 35 G ` SE M � ELEVATION: 178.69 DATUM: U.S.G.S. EX 3 -31 -95 WORK PROJECT N0. r SHEET 6 OF 6 PE 339G