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2002-7422 G (Plans) OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST AS BEEN F OR MALL BE RETAINED TO SUPERVISE OVER ALL GRADING AC1M1Y AND ADVISE ON THE CM AND ABIUTY OF WSFTE. Cj A - A . HAR LEY L. DENK-,T-14 STEE DATE 44 r 3 HARLEY L. DENK, T DATE NAME: HARLEY L DENK, ?RUSTEE OF THE MARITAL TRUST OF THE HARLEY DENK AND ROSE SITE i E DENK FAMILY TRUST DATED JUL 12, 1990, AN UNDIVIDED 20% INTEREST AND HARLEY L. ` DENK, STRUSTEE OF THE RESIDUARY TRUST OF HARLEY DENK AND ROSE DENK FAMILY f� TRUST DATED JULY 12, 1990 AN UNDMDED 207 INTEREST AND HARLEY L. DENK, TRUSTEE p i OF THE RESIDUARY TRUST OF THE HARDY DENK AND ROASE DENK FAMILY TRUST DATED y�� C��ONY JULY 12, 1990, AN UNDMDED 80% INTEREST. p� ,O Q q ADDRESS: 4329 MANCHESTER AVENUE, ENCINITAS, CA 92024 D. GRADING PHONE: (760) 753 -3708 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED R IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE ESTABUSHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND PLANS. A LICENSED LAND SURVEYOR. TEST THE EXCAVATION, PLACEMENT AND COMPACTION OF FILLS AND . E N C I TA S 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS, OR , STATE AND FEDERAL SAFETY AND S FOR CONFORMING TO ALL LOCAL FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE ��, ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF ENGINEERING SHALL STATE THAT INSPECTIONS AND TESTS WERE MADE BY HIM OR DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER HEALTH STANDARDS, LAWS AND REGULATIONS. UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL �P� „ VICINITY MAP COMPLETION OF THE IMPROVEMENTS. EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE • 8. GRADING AND EQUIPMENT OPERATING WITH ONE -HALF (1/2) MILE OF NOT-TO-SCALE A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN EXISTING CITY RIGHT - -WAY WITHIN 60 BETWEEN THE HOURS OF 5:30 PM AND 7:30 AM NOR ON SATURDAYS, EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. (2000 THOMAS SRO. PAGE NO. 1167, J-1) DAYS AFTER THE ISSUANCE OF THE CONSTRUCTION PERMIT AND TO SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL 9. PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE NO GRADING OPERATIONS SHALL COMMENCE UNTIL APRE- GRADING COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING ASSO IATE WIT THIS. PROJECT OR UNDER MY CONTROL. PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE INDEX S HEET PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - GRADE MEETING REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS HARLEY L. DENK, RUSTEE UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL DATE SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN MEASURES HAVE BEEN INSTALLED. NOTES j L4 ADVANCE BY CALLING (760) 633 -2770. - Z ' 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND GRADING PLAN 2 HARLEY L. DENK, fTRUSTEE DATE 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD 3 PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE PLAN AND PROFILE SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE NAME: HARLEY L. DENK, TRUSTEE OF THE MARITAL TRUST OF THE HARLEY DENK AND ROSE FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL EROSION CONTROL 4 DENK FAMILY TRUST DATED JUL 12, 1990, AN UNDMDED 20% INTEREST AND HARLEY L ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE DENK, $TRUSTEE OF THE RESIDUARY TRUST OF HARLEY DENK AND ROSE DENK FAMILY WITH REGARDS TO THE HAULING OPERATION. EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN TRUST DATED JULY 12, 1990 AN UNDMDED 207. INTEREST AND HARLEY L DENK, TRUSTEE COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE OF THE RESIDUARY TRUST OF THE HARLEY DENK AND ROASE DENK FAMILY TRUST DATED CONTRACTOR'S RESPONSIBIUTY TO PLACE, SPREAD, WATER AND WORK TO BE DONE JULY 12, 1990, AN UNDMDED 00% INTEREST. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING THESE PLATS, BE DONE ACCORDING COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO TO ADDRESS: 4329 MANCHESTER AVENUE, ENCINITAS, CA 92024 RELEASE OF SECURITY, AN AS GRADED CERTIFICATION SHALL BE THE CURRENT SAN DIEGO COUNTY REGIONAL STANDARD DRAWINGS, THE CURRENT EDITION OF PHONE: 760 THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, D SPECIAL PROVISIONS FOR ( ) 753 -3708 PROVIDED STATING: 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISHED MI Q ?�pFESS / "THE GRADING UNDER PERMIT No. 7422 HAS BEEN PERFORMED GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. IMPROVEMENT OF PUBLIC STREETS. "THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED SOILS ENGINEER'S CERTIFICATE IN q�F IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLAN PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND .3 � OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN n. LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND I MARK D. HETHERINGTON A REGISTERED CIVIL ENGINEER IN THE STATE $ �, THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES SOILS �ME , HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE PRINCIPALLY DOING X 01'3 OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. DISPOSED OF. THE TO BE AND TOP OF ALL SLOPES SHALL E EE LO O SE N ED REMOVED ROUNDED IMPROVEMENTS STD. DWGS. SYMBOLS SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME J , F ,,c 12. SLOPE RATIOS IN ACCORDANCE WITH THE GRADING ORDINANCE. i� UNDER MY DIRECTION BETWEEN THE DATES GS/ei /i /ems mac" �P CUT -- 2:1 FOR ALL SLOPES AND Of PROPERTY LINE _ _ �,� �ll //o �L�� . gl f C ? � FILL -- 2:1 FOR ALL SLOPES ONE COMPLETE COPY OF THE SOILS REPORT CO��LED f 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE CENTERLINE THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THE OFFICE THESE GRADING SLOPES DEVIATING FROM THE ABOVE WILL REQUIRE APPROVAL OF SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE THE DIRECTOR OF ENGINEERING AFTER REVIEW OF A REPORT BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM EXISTING CONTOURS 58 PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE FROM A SOILS ENGINEER. UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE PROPOSED CONTOUR BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO S GRADING PLANS AN SPECIFI ATI NS. EXCAVATION:_ 2850 +/- CY* FILL:- 3500 +/- CY* THE DISPOSAL OF ANY SUCH MATERIAL. AC STRUCTURAL SECTION SIGNED: l HETHERINGTON ENGINEERING, INC WASTE:_ Nz +/- CY* A SEPARATE PERMIT MUST BE OBTAINED 5205 AVENIDA ENCINAS, SUITE A IMPORT 650 +/- Cy* FOR WASTE OR IMPORT AREAS. 6" TYPE G CURB & GUTTER G -5 RCE No.: �¢B� EXP DATE: 3�3/ o� CARLSBAD, CA 92008 -4369 E. E LANDSCAPING SPECIAL CONDITION: IF ANY ARCHAEOLOGICAL RESOURCES ARE EXISTING SEINER LINE S --- - (760) 931 - 1917 DISCOVERED ON THE SITE OF THIS GRADING DURING GRADING PROJECT NO. 3920.1 OPERATIONS, SUCH OPERATIONS WILL CEASE IMMEDIATELY, AND THE 1. ALL SLOPES SHALL BE PLANTED AND IRRIGANTED IN ACCORDANCE WITH EXISTING WATER LINE w- -w 0firimok RGpop-T D ew- 07 - -D1 PERMITTEE WILL NOTIFY PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO { '50PPIElU1: 7aL RG�pw-T DA�.p : It- q -OZ Y THE DIRECTOR OF ENGINEERING OF THE AND DISCOVERY. GRADING OPERATIONS WILL NOT RECOMMENCE UNTIL THE LANDSCAPE AND IRRIGATION STANDARDS. THE CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED EXISTING GAS LINE G- -G DECLARATION OF RESPONSIBLE CHARGE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE DIRECTOR OF L FILL SLOPE (2:1 MAX) ENGINEERING TO DO S0. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. 2. FINISHED GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL * SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF CUT SLOPE (2:1 MAX) EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS.) ANY SLOPES GRADED BETWEEN OCTOBER 1 AND .APRIL 15. CUT /FILL LINE CU T AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. FILL NTAL 1 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS B. ENVIRONME DAYLIGHT LINE _ EARTH $WALE - -� --� -; B EARTHWORK QUANTrmS . Y THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES 1 STEEPEST EXISTING SLOPE = 33 NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. CUT = 2850 ICY STREET NAME SIGN 2. MAXIMUM VERTICAL DEPTHS: (A) CUT = 3.5 FT., (B) FILL = 2 .OFT. FILL = 3500±CY SAN DIEGUITO ENGINEERING, INC IMPORT = 65O±CY V 4407 MANCHESTER AVENUE, SUITE 105 BARRY L. MUNSON RCE 40980 3. AVERAGE DEPTHS: (A) CUT = 2.0 FT., (B) FILL*= 1.0 FT. NOTE: ABOVE QUANTITIES REFLECT ASSUMED 3" AC/ 4" CLASS II AB NO - PARKING "FIRE LANE" SIGN F Z ENCINITAS, CALIFORNIA 92024 C. NOTIFICATIONS STRUCTURAL SECTION IN STREETS GRAVEL BAGS (� w PHONE: (760)753 -5525 ,� 141-GZ � QUANTITIES NOTE: 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND HYDROSEED (VOTES DATE STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE QUANTITIES ABOVE ARE ESTIMATED FOR BONDING AND PERMIT � Z A. N AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO QUANTITIES AS A PART OF HIS BID. W _ PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL WATER LINE w w F R 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES L1L1 DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND TO PROTECT ANY EXISTING UTIUTIES OR STRUCTURES LOCATED AT BIOSWALE _ _- _- _- -_ -_ -_ Z THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES THE WORK SITE. TT IS THE CONTRACTOR'S RESPONSIBILITY TO LEGAL DESCRIPTION 0 OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PARCEL MAP OF THE SOUTHERLY 260.00 FEET OF LOT OR BLOCK 6, AND THE DRAINAGE DITCH SHEET 2 FOR DETAIL �' Z PRIOR TO ANY REQUEST FOR INSPECTION. PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF SOUTHERLY 260.00 FEET OF THE EASTERLY 150.00 FEET OF THE LOT OR BLOCK 96 Li 2. THE SOILS REPORT TITLED PRELIMINARY GEOTECHNICAL INVESTIGATION UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: IN THE COLONY OF OLM=NHAIN, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 326, FILED IN THE OFFICE OF THE COUNTY OF A. SEWERS - CARDIFF SANITATION DISTRICT - 1- 800 - 422 -4133 PREPARED BY HETHERINGTON ENGINEERING, INC, O DATED JULY 18, 2001, SHALL BE CONSIDERED AS PART OF THIS RECORDER OF SAN DIEGO COUNTY, JULY 8, 1885. GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE B. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC 1 -800- 422 -4133 fl& WAO -Ift l WITH THE RCOMMENDATIONS AND SPECIFICATIONS CONTAINED IN C. WATER - SAN DIEGUITO WATER DISTRICT - 1- 800 - 422 -4133 �� �� �� tiIN SAID REPORT. N D. TELEPHONE - PACIFIC BELL TELEPHONE - 1 -800- 422 -4133 f1va ( iJo PQiC1�71JL�t � �" yl( �� p,�(� hrvf�h o` - W 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, W ( G�U��� yl �� �������� �b�!>7�� Q L0 LOCATION AND TYPE OF DRAINAGE FACIUTIES, NOR OF IMPROVEMENTS E. CABLE TV - COX NORTH COUNTY - 1- 760 -806 -9809 WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS CONTRACTOR SHALL NOTIFY . THE CITY ENGINEERS OFFICE 48 HOURS CO MM UN IT_ 1�v>ropt�ur ESS/ FOR I T H ESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT 2 � -- - -� - - L c o Q� Q1'/� « Underground Service Alert PLANS SAN DIEGUITO ENGRVEERING, INC Z M (760)63 081NNING ANY WORK ON THIS PROJECT. PHONE y ��� L y U,r o ,� AS BUILT " o r Q L0 4. m Call: TOLL FREE I EN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE �., 4407 MANCHESTER, SUITE 105 to 1`11.1 GRADING. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR C= N0. 40980 I - in ENCINITAS CA 92024 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO INSPECTION. PHONE (619)633 -2770. ALL WORK PERFORMED WITHOUT s EXP. 3 -31-0 DATE � 1 -800 PHONE: (760) 753 -5525 W O PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND RC � HIV 1 � 422 -4133 ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED REMOVAL. f � ���� EXP:3 -�! /"O S �L `U�� �' 4,�°�U 7 C1V1L ENa�NEERI�VG • PLANNRVG Z f\ E TO CONDITION EXISTING PRIOR TO GRADING. v A+�� p �.� OF C AL � TVD VORKING DAYS BEFORE YOU DIG LAND 3UFiVEY1NG am . REVISIONS APPROVED DATE REFERENCES DATE DESIGNED BY DRAWN BY CHECKED BY As NOW r Ta BENCH MARK SCALE APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. aLUU Fic Z 2T• o 1puz DESCRIPTION: STREET CENTERLINE PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED GRADING AND EROSION CONTROL PLANS FOR: : LU MONUMENT AT STATION 166 +03.99 ON N A DATE: IO OZ 4;9 ROADSURVEY #418 ENCINITAS BOULEVARD HORIZONTAL ENCINITAS q^ PARCEL MAP N0. W 1 DATUM: USG$ R.C.E. N0. : 40980 BY: J '� ' ' BY: 7422_G ELEV; 83.52 FEET VERTICAL N / A BY _ DATE q- 7 BARRY L. MUNSON 03 -31 -03 DATE: 3 /I9 / 03 DATE: 2 0 4329 MANCHESTER AVENUE EXP. WORK PROJECT N0. 4649 APN: 259 - 192 -14 SHEET 1 OF 4 U: \1 DATA\ engineering\ 4649 \PLAN \4649grod \4649- g- shtl.dwg, Dote: 10 -23 -02 / FILE NO . SDE 4649 SPECIAL NOTES <' I ; 1. IT SHALL BE THE OWNERS RESPONSIBILITY TO MAINTAIN ALL DRAINAGE SYSTEMS FREE AND CLEAR OF ALL OBSTRUCTIONS IN ORDER TO ASSURE # - , PROPER OPERATION. -TRAC T-- - 88 - 2 A ? ZC�4'� 1 { 2. TIN AND BW GRADES REPRESENT THE GROUND ELEVATION AT THE BACK AND FRONT OF THE WALL. THE ACTUAL TOP -OF -WALL AND TOP- LOT , OF- FOOTING AND WALL DIMENSIONS TO BE DETERMINED BY f - LOT 0 LOT 10 LOT 11 I THE WALL DESIGNER 1 � , 3. THE LOCATION OF INDIVIDUAL UNDERGROUND UTILITY SERVICES, ' .�, � �- --- -___ f I O � ,� ,t i PRIVATE SEWAGE DISPOSAL SYSTEMS, IRRIGATION SYSTEMS AND � �*25' 49 536.97 PM 9729�� REFER TO TYP. DRAINAGE` 6 SATELLITE CABLE TV SERVICES IS NOT KNOWN. THIS INCLUDES BUT W DITCH DETAIL BELOW - - y IS NOT LIMITED TO, ELECTRIC SERVICE LINES, GAS TANKS, GAS - - b S71'58'40 "E 537.02' -- - -- - - -- -w- - -- - - - - -- -- - --- -- - - -- SERVICE LINES, TELEPHONE SERVICE LINES, WATER SERVICE LINES, 212 02' / 1 O - -- _ --jOfi - 19� 80 I CABLE N LINES, SEPTIC TANKS, LEACH LINES, TIGHT LINES, 65.8 S S SPRI 1 SEEPAGE PITS, IRRIGATION LINE VALVES AND .s^ f - „• -,,,r Y �- - �. -.�-� - 1 � +� --- - - - - - - - - - - - _ - - - t I SATELLITE TV CABLE THE CONTRACTOR WILL PERFORM THE NECESSARY RESEARCH, MAKE EXPLORATORY EXCAVATIONS AND /OR LOCATE THESE SYSTEMS /SERVICES SUFFICIENTLY AHEAD OF 5 CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS F 1 ARE � � � I � /" 49.0 �� I ► , NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING SYSTEMS I 57'1 ► I $ SERVICES. IT IS THE CONTRACTORS RESPONSIBILITY TO Z. / PROTECT THESE SERVICES AS PART OF HIS WORK. 0 I i { 4. SEE IMPROVEMENT PLAN 7422 -1 FOR PROPOSED OFFSITE SURFACE IMPROVEMENTS. EX. 1 1 Ln rn I I 66.7 o o ; I { RESIDENC I 1 x I { 1 I ' o��l I ! f.L� Ti N _ I t �I > �I ,-i o ___- _ °, E L 1 1 0_ o F o PA 1 I 4 CONSTRUCTION NOTES � F o � Z CD F I 01 66.E - A R C E {� 3 ss.9 I ° 'rt'AD EV 50.0 Q F '`� } 49.9 FG - I `�' I !`� c°o w -r PAD ELEVI 67 .0 w 57.9 ARCq_ 2 57.9 49.9 1 0 * J i N x Q, w I d 1Q 20' PRIVATE ROAD AND UTILITY EASEMENT PER 011IRC.EL MAP AND 15' PUBLIC N o o ELE 58.0 � I { � - x P D SEWER EASEMENT TO CITY OF ENCINITAS PER PARCEL MAP NO ---------- I 0 � ° � w ARCE o ff { 4 I rn + g � Z © CURB OUTLET PER RSD D -25. CONSTRUCTED AS PART OF IMPROVEMENTS C z I z I / z co j z x �'� I W 1 SHOWN ON 7422 -I. < S o o F t } I 0 66.5 ` �� 1 33) ALL DRAINAGE SWALES SHALL BE GRASS LINED. ALL FRONT AND REAR ' I z W YARD AND ROOF DRAIN RUNOFF SHALL FLOW THROUGH GRASS LINED > SWALES BEFORE FLOWING INTO CONCRETE DETENTION FACILITY. t7s I 0 w ® REMOVAL OF A PORTION OF THE BARN TO PROVIDE DRIVEWAY ACCESS WILL � x v I � 0 � I � �� o v � I BE REQUIRED PRIOR TO CONSERVATION. t ► C /� 5 57.2 '` / 57.3 66.3 v J�� ( I I { 5Q EXI DRIVEWAY OPENING TO UNTIL CONSTRUCTION OF NEW PRIVATE I /� PROPOSED ROAD CONSTRUCTION IS COMPLETE. ON -sRE ,� A �. I I U / 65.7 / DETENTION ti5' 0 FACILITY ; }- „ NOTE: ` 56. 56 8 ��.'s` T 45 MIN ro j TO IN W I OWNER IS AWARE THAT THE ROCK -LINED OPTION GRASS OR TURF LINED REMOVAL OF A PORTION OF THE 1 s` x X DETAIL x p BARN WILL BE REQUIRED TO �� BELOW ° $ W ., OVER GEOTEXTILE OPTION OVER LANDLOK I Y � , � r '� I h G/ I 4 - PROVIDED ACCESS TO PARCEL 4 � LINING TURF REINFORCEMENT .2 - I { D Y PER I FL 46.8 I- 1 RSD DWG; 47 ' - _ ANCHOR 1 IE 5.0 - �-:_ z - 15 O 4 / / EASEMENT S I I i _ `rr -:tt _ _ r.7.f • t !, % t 1 - - - I - - - - - AVM i0 LD�I Cf.(GT� , _ N t - \ y DRIVEWAY SEE BIOSWALE � PER UTLELPE --� _ s t s s s s S BELOW SD DWG. s 22 -I s s 1 s QOi�I � Nf/ 0 tt/fsik�( l� +1�t! �. ; ' 166.0 i 1190 -- - - - 101. 0 ' DS -7) L0� 4 Q , 1 PE SANITARY , '13 SANITAkV - S71 58 40 E 578.8. CONSTRUCT CONCRETE t � i ., �.. .. _._ _ __ � ` l -•-t� I '`,, t ".:it �!� \'•itt /l�' i' '!; t, ,`' mot; SEWER ; SEWER PER "� P 1 DRIVEWAY PER RSD R 1�M E MANHOL; 7422 - `�-� v- DWG. G -26 " -- > �REFE'�'lr'� FOTAILS ON PR AT S'RE -�T I I TYPICAL DRAINGE DITCH DETAIL APN 25259--- v APN 2 9 -- 10 --30 t ,LPN 259 2 _�`ASF�` N.T.S Z l - Y i I NOTES I i to 1. PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL Z 2. FOR ROCK -LINED OPTION, INSTALL GEOTEX WOVEN MONOFILAMENT GEOTECTILE (NO. 117F `. OR EQUAL) W LLJ o 3. FOR GRASS OR TURF OPTION, INSTALL LANDLOK TRM 450 TURF REINFOREMENT MAT. , �� � �a v► 1 Z Z REFER R TO THIS GRADING PLAN SHEET FOR BIOSWALE LOCATIONS. #2' MIN SWALE OfESS1 W # BASE OF 810- SWALES ARE TO BE 2' MINIMUM TYPICAL. BASE M TO EQUAL lC y �.� E y�#� 0 HOWEVER, IN AREAS WHERE THE 8 FT. TOTAL WIDTH CANNOT 2'-0" 0 Aj m r o BE ACHIEVED, THE BASE THE BIO -SWALE CAN BE REDUCED TO LOCATI R P NATIVE GRASS o 15 30 60 a 109A0 t() A 1' MINIMUM WIDTH. L 8' MIN 0 OSED rGOR SHRUBS AND /OR N0. X31 N 3 j- ROUND COVER " OPENING AT ci �` W Lr� PROVIDE ONE 4 SCALE: 1 ' 30' = GRADE FLAT WESTERLY SIDE OF BOX, y - - - OF C ALA 0 3.1 PE BELOW GRATE. n l f � ~ t 'NqX SCOPE , M SLO Underground Service Alert SAN DECiU1T0 ENCiMVEERtNC3, INC Z M A S BUI tI C `r LT j O Call: TOLL FREE `NATIVE MATERIAL r; 4 4407 MANCHESTER, SUITE 105 '- y SQ 1r/ ENCINITAS, CA 92024 y BROOKS N0. 2424 r, �y� •� f 1 `,`` ', - I 6Y: _V_ 1 - 800 PHONE: (760) 753 -5525 WITH PARKWAY GRATE ti% % �, W 0 - :.- - DATE +��� 422 -4133 (0 8' B I O S WA L E DETAIL INLET BOX DETAIL RC 40%0 Ex - �1 - 0 7 CiVL ENGNEERING • PLA G Z N.T.S N.T.S TVO WORKING DAYS BEFORE YOU DIG LAND SURVEYM _h REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIGNED BY CH DRAWN BY ECKED BY APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING N0. Q _ W Y A► DESCRIPTION: STREET CENTERLINE PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED GRADING AND EROSION CONTROL PLANS FOR: AS IWIL ir L) • �� MONUMENT AT STATION 166 +03.99 ON DATE: 3 0 A E L MAP N 0 . ROADSURVEY #418 ENCINITAS BOULEVARD HORIZONTAL BY: BY: - J 2), ENCINITAS P R C 7422-G W DATUM USGS R.C.E. NO. : 40980 4329 MANCHESTER AVENUE ELEV; 83.52 FEET VERTICAL N/A BY _ E#-k3 BARRY L. MUNSON EXP. 03 -31 -03 DATE: 3/ 19 ! 0 3 DATE: WORK PROJECT NO. 4649 APN: 259-192 -14 SHEET 2 OF 4 U: \1 DATA \engineering \4649 \PLAN \4649GRAD \4649 - G-- snt2.owg, Dote: 10 -23 -02 FILE N0. 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Lai 0 15 60 a 0 , 00 Z d Ip IQ9e1 L(') EV.3 -31 ! C'4 N O V 7f CI Y,` ��` W + / + 4I SCALE: 1 " = 30' F Of C A`�E� 0 Lo ¢. ?' - N N « Underground Service Alert SAN SAN DIEC3UIT0 ENGINEERING, INC Q LO Call: TOLL FREE 4407 MANCHESTER, SUITE 105 AS BUILT" o < � _ ENCINITAS, CA 92024 BY: �� �T� 1 PHONE: (760) 753 -5525 0 W DATE ' ►`� 422 -4133 t (o RC E l�.09gp EXP: 3'3 -Or/ CIVIL ENGINEERING * PLANNING = r" TWO VatKING DAYS BEFORE YOU DIG LAND SURVEYING h DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY O F E N C I N ITAS PUBLIC WORKS DEPARTMENT DRAWING NO. W Z REVISIONS APPROVED DATE REFEREN S DATE BENCH MARK SCALE W a '¢" DESCRIPTION: STREET CENTERLINE PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED GRADING AND EROSION CONTROL PLANS FOR: is 40 It r 5- oi MONUMENT AT STATION 166 +03.99 ON DATE: ROADSURVEY #418 ENCINITAS BOULEVARD HORIZONTAL 30 BY: ENCINITAS PARCEL MAP NO. 7 4 2 2- G • 40980 BY: ,/��. M W DATUM: USGS R.C.E N o. 4329 MANCHESTER AVENUE ELEV; 83.52 FEET VERTICAL 8 BY _ DATE BARRY L. MUNSON EXP. DATE: 3 /l /o DATE: WORK PROJECT N0. 4649 APN: 259 - 192-14 SHEET 3 o f 4 03 -31 -03 U: \1 DATA \engineering \4649 \PLAN \4649GRAD \4649- G- sht3.dwg, Date: 10 -23 -02 FILE N0. SDE 4649 i GRAVEL BAGS NOTES EROSION CONTROL NOTES EROSION CONTROL NOTES _ 1.) GRAVEL BAGS SHALL BE PLACED ALONG ALL STREET UPON THE FOLLOWING r ' ' X AND DRI FORMULA OR BY THE DEPARTMENT OF PUBLIC WORKS: SILTATION AND SEDIMENT CONTROL MEASURES: 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT HARVEY DENK ® - 760 - 753 -3708 = 1.5' 1 THE SEDIMENT BASINS SHALL BE PROVIDED AT THE LOWER END OF EVERY __ GRAVELBAGS SPACING (FEET )= __t ` ... _ STREET SLOPE DRAINAGE AREA PRODUCING SEDIMENT RUNOFF. THE BASINS SHALL BE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE -' ; 1` \% - 90 -' -r'- - MAINTAINED AND CLEANED TO DESIGN CONTOURS AFTER EVERY RUNOFF AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL - " - -- - - " "l' - -f _ ,_.�'- L> _�' EXAMPLE: 12.00% STREET 1.5 = 12.5' SPACING PRODUCING STORM. THE BASINS SHOULD BE SEMI - PERMANENT STRUCTURES NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT `- _ �� ' - 1! 0.12 THAT WOULD REMAIN UNTIL SOIL STABILIZING VEGETATION HAS BECOME WELL CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF -� �' ' ? s' �_ - \ 2.) CONTRACTOR SHALL ASSUME RESPONSIBILITY TO PLACE ESTABLISHED ON ALL ERODIBLE SLOPES. TEMPORARY DEVICES WHEN RAIN IS IMMINENT. -' __.__ ______ r '`�;- - �. � 1 ,� _ -r'\ _ _ ` � . -- ��- 4_ � -'�� " r \ � ANY ADDITIONAL GRAVEL BAGS AS NECESSARY TO PREVENT 2. SEDIMENTATION BASINS MAY NOT BE REMOVED OR MADE INOPERATIVE '� _� - - s aa SITE EROSION. GRAVEL BAGS AND FILL MATERIAL SHALL BE WITHOUT PRIOR APPROVAL OF THE COUNTY ENGINEER. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIED _______ _.- - x�- _ d _ _______ y _ _ _ __.�.._._ _ -.- _.__ -. w _.___ __ -.____ __ _ STOCKPILED AT INTERVALS, READY FOR USE WHEN REQUIRED. WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. f �� ^" - T �{ 3 ALL EROSION CONTROL DEVICES WITHIN THE DEVELOPMENT SHOULD BE /r - A i_ - " - - ' r�� �� �� ' 3.) SITE HOUSEKEEPING IS TO BE MAINTAINED ON A MAINTAINED DURING AND AFTER EVERY RUNOFF PRODUCING STORM, IF 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES p --� m _ I REGULAR BASIS SUCH AS REMOVING SILT FROM BASINS, 1, 1 POSSIBLE, MAINTENANCE CREWS WOULD BE REQUIRED TO HAVE ACCESS TO TO WORKING ORDER TO THE SATISFACTION OF TEH CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL j p ti o ' Y \ ADJUSTING /REPLACING SAND BAGS AND ONGOING 1. ALL AREAS. . SHED \ ;� /lr �a�L , \ MATERIAL CLEANUP. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL RESIDENCE t DENCE {__ 4.) STABILIZATION OF SLOPES IS REQUIRED UPON MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO '� ' i r COMPLETION OF SLOPE CONSTRUCTION. (I.E., HYDROSEED AN INCOMPLETE PLANTING, PUNCHED STRAW, ETC.). GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. �. 5.) CONTRACTOR SHALL HAVE THE OPTION TO UTILIZE 1 - P CEL 4 z -. ADDITIONAL NOTES , t AT HIS OR HER DESCRETION SAND BAGS, STRAW 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE �, % �_I __ - + i I - BALE BARRIER OR SILT FENCE PER DETAILS ON THIS 1) DURING THE RAINY SEASON THE AMOUNT OF EXPOSED SOIL ' " " �T. ,� _..` =..- - �_ SHEET. NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO � � � � � � � �- - � �' ALLOWED AT ONE TIME SHALL NOT EXCEED THAT WHICH CAN BE / i B 4 ''�, i ADEQUATELY PROTECTED BY THE PROPERTY OWNER IN THE EVENT OF AREAS WHEN IMPOUNDED WATERS CREATE HAZARDOUS CONDITION. ` : _, , ARN rr.^ \ _ _. "___.. _._� SLOPE STABILIZATION A RAINSTORM. 1259 OF ALL SUPPLIES NEEDED FOR BMP(BEST 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED �'- --f } ' --`� 1, C'. MANAGEMENT PRACTICES) MEASURES SHALL BE RETAINED ON THE r'' '� �` 4 _ RC�SEE� _$L " �� CONTRACTOR SHALL USE EITHER BONDED FIBER MATRIX OR GEOTEXTILES AND MATS GRADING PLAN SHALL BE INCORPORATED HEREON. - \ ! / JOB SITE IN A MANNER THAT ALLOWS FULL DEPLOYMENT AND �_ �G�S ! i i \. FOR SLOPE STABILIZATION. COMPLETE INSTALLATION IN 48 HOURS OR LESS OF A FORECAST 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY BONDED FIBER MATRIX --�_ - NOTE 4 t;tN THIS SHEET "` N - AND H YDRO' SEED .NOTES - f a ` BO .. - E RAIN. 4. FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK ON 'SHEET 2 - i BONDED FIBER AT DAY. � � -� �``y'`�� � -_, �_. __ BO IX SHALL BE APPLIED TO ALL FINISHED SLOPES t MATRIX 2) NO AREA BEING DISTURBED SHALL EXCEED 50 ACRES AT ANY /r r -_ i ? , IMMEDIATELY UPON COMPLETION PER TIME FOLLOWING: GIVEN TIME WITHOUT DEMONSTRATING TO THE SAN DIEGO COUNTY 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE -_ - - - - - - - - r ' v - - `� DPW DIRECTOR'S SATISFACTION THAT ADEQUATE EROSION AND , 7U � � , '� � _-- 1 ; 1.) APPLICATION RATES SHALL BE 3500 POUNDS PER ACRE MINIMUM FOR 2:1 OR AT THE END OF EACH WORKING DAY WHEN THE FIVE 5 DAY REAIN i s ' ' • • • • ' • • O • . • • . 1 - ` SHALLOWER SLOPES AND 4000 POUNDS PER ACRE FOR SLOPES STEEPER THAN 2:1. ` SEDIMENT CONTROL CAN BE MAINTAINED. ANY DISTURBED AREA THAT • ,� ,e; • . y '4 ,� 2 IS NOT ACTIVELY GRADED FOR 15 DAYS MUST BE FULLY PROTECTED PROBABILITY FORECAST EXCEEDS FORTY PERCENT (4095). SILT AND • • �� .) BFM SHALL BE APPLIED AT LEAST 24 HOURS BEFORE OR AFTER RAINFALL. OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. FROM EROSION. UNTIL ADEQUATE LONG -TERM PROTECTIONS ARE \ ;' \ �� '� - -__ �J, 3.) THE SITE MUST BE PROTECTED WITH BROW DITCHES AND /OR DIVERSION BERMS INSTALLED, THE DISTURBED AREA SHALL BE INCLUDED WHEN 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE .. 1 - •' •I ' `' AT THE TOP OF SLOPES TO DIVERT FLOW FROM FACE OF THE SLOPE. CALCULATING THE ACTIVE DISTURBANCE AREA. ALL EROSION EFFECTIVE COVERAGE OF GRADED SLOPES (909 PRIOR T - _ � Ilk CONTROL MEASURES SHALL REMAIN INSTALLED AND MAINTAINED T NOVEMBER 15 THE SLOPES SHALL BE STABILIZED MULTIPLE ANGLES). WITH \,c� - •'• • I j I j- i 4.) BFM SHALL BE APPLIED TO PROVIDE 100% COVERAGE (LE. APPLICATION FROM DURING ANY INACTIVE PERIOD. 0 \` + •• . . •• ., • • . PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 PAD ELEV 67.0 'I r • \ • � , I 5.) FOR PERMANENT EROSION CONTROL PURPOSES, BFM MUST BE INSTALLED IN OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE t"�•,�. • PARCEL - I N� - OF CALIFORNIA DEPARTMENT OF CONSERVATION. �\ • -i+ - -4. - - - -+� •I� CONJUNCTION WITH SEED EROSION CONTROL VEGETATION. ir 4k _ __ . _ _ _ - •� ; 6.) A LETTER FROM THE HYDROSEED CONTRACTOR CERTIFYING THAT THE BFM HAS 3 THE PROPERTY OWNER IS OBLIGATED TO INSURE COMPLIANCE ) \ \'��_ •' �i, � � f • ' .' • f • �� . - HYDROSEED SLOPE SEE � � -- - - ��•. BEEN INSTALLED IN ACCORDANCE WITH THE APPROVED APPLICATION RATES WITH ALL APPLICABLE STORMWATER REGULATIONS AT ALL TIMES. THE \ "GRAVEL BAG NOTES" AND COVERAGE REQUIREMENTS SHALL BE SUBMITTED TO THE COUNTY INSPECTOR BMPS THAT HAVE BEEN INCORPORATED INTO THIS PLAN SHALL BE HYDROSEED j • •' • •' • NOTE # ON THIS SHEET .� ��� FOR APPROVAL. IMPLEMENTED AND MAINTAINED TO EFFECTIVELY PREVENT THE ' . • . AND HYDROSEED NOTES" 1 HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE \ _ POTENTIALLY NEGATIVE IMPACTS OF THIS PROJECT'S CONSTRUCTION ON SHEET 2 ACTIVITIES ON STORMWATER QUALITY. THE MAINTENANCE OF THE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY \` . •• ' • ' • • ' ,� I BMPS IS THE PERMITEE'S RESPONSIBILITY, AND FAILURE TO AREA: B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE .� 'td.l I ' • ' • • • • • - - J, % GEOTEXTILES AND MATS: SEE DETAIL BELOW. PROPERLY INSTALL OR MAINTAIN THE BMPS MAY RESULT IN q THREE FEET OR MORE IN HEIGHT IN FILL AREAS.` ` '' "�~ ^ Q _ ► f • ' e ' `• • ' ENFORCEMENT ACTION BY THE COUNTY OF SAN DIEGO OR OTHERS. - - - -- IF INSTALLED BMP'S FAIL, THEY MUST BE REPAIRED OR REPLACED ' ==� _ \ GRAVEL BAGS OVERLAP WITH AN ACCEPTABLE ALTERNATE WITHIN 24 HOURS, OR AS SOON AS IS NOT SUBJECT TO EROSION DUE TO THE EROSION �F c - "'� _ _._ ONTO SLOPE SAFE TO DO S0. RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY _���_`-- --=._ • . • • T PARCEL 2 °` °u-_r ,- _ , THE CITY ENGINEER. ?_ ` • ' • !� t -SAD ELEV 58.0 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT + �c I ' \ ' HYDROSEED SLOPE I S " THE OPTIMUM LEVEL FROT EH GROWTH OF THE HYDROSEEDED l , t, .••• ' • •' • '_j BAG NOTES" GROTH. NOTE I • • 4 -_ -ON THIS SHEET PUBLIC TRAVELLED > • . AND HYDROSEED -NOTES - _ - -____ WAY 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: RESIDENCE • • • • • • • • ON SHEET 2 ' 1 ``` -_ �: ' 3 FT (0.9 M) MIN. 50 MIN. -- 1. SEED MIX SHALL CONSIST OF NO LESS THAN: 1, y ` A. 20 LBS. PER ACRE OF ROSE CLOVER -- --- _ -; -, ;� �• • • I • 8" MIN. J B. 20 LBS PER ACRE OF ZORRO FESCUE CU PROFILE - ,l_ _ ` • FjL GAP BETWEEN BAGS THREE LAYERS OF GRAVEL BAGS EXISTING PUBLIC TRAVELLED WAY C. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNIA, / . •• . �., ` . ACTS AS SPILLWAY WITH ENDS OVERLAPPED GROUND D DOUBCi ROW F. �•• M . • 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA GRAVEL BAGS i�AGG�tED <.. TO-- OW DRM4d_` O1V I • _ PAD ELEV 50 '.� < GRAVEL BAG CHECK DAM DETAIL °° E. 3 LBS. PER ACRES OF ALYSSUM (CARPET OF SNOW) TH -R0AQ_- PARCEL 1 .t{ NOT -TO -SCALE PROVIDE APPROPRIATE TRANSITION ` . INSTALL- GRAVEL BAGS OR STRAW BALE 1 ° BETWEEN STABILIZED CONSTRUCTION F. I LB. PER ACRE OF DIMORPHOLECA kAB '-ED ' ' DIKE OR SILT FENCE PER DETAILS ON ° • �_. ` _ - FLOW 7 ENTRANCE AND PUBLIC TRAVELLED CONSRUCTION • . ' • • . ON THIS SHEET. - REFER TO NOTE 5 �. ` v . PLAN WAY G. ITEMS C, D, E, AND F OF THIS SUBSECTION MAY BE ENTRANCE � ` ' �`� ` - Rn I �� � r OMITTED ON LOCATIONS WHERE THE AREA BEING ��_� { - r s - - - - ' - ' - - - -- - - - - { `J STABILIZED CONSTRUCTION ENTRANCE HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC TVV -. ; .. • - 4" VERTICAL FACE STREET OR RESIDENTIAL STRUCTURES. NOT -TO -SCALE s - -- ---- EMBEDDING DETAIL H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A - NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY '- MANCHESTER AVENUE _ ___ -ANGLE FIRST STAKE TOWARD � � � -- , e +oo __._.z_. ___._ _ . _ ._ _. ,� DRILLING OR BROACASTING BEFORE HYDROSEEDING. _ _ _ - -- PREVIOUSLY LAID BALE - WIRE OR NYLON L i Ld 2. STAPLE WIRE FENCING TO J. ATTACH THE FILTER FABRIC To 4. BACKFILL AND COMPACT THE FLOW f' "��"'' - : '� _ BOUND BALES Z PLACED 1. SET POSTS AND EXCAVATE A THE POSTS. THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. °� = , ' CONTOUR ON THE 0 4 BY 4 IN (10 BY 10 CM) INTO THE TRENCH. - = Z ao TRENCH UPSLOPE FROM AND �/r �/� ' _ '''� 2 RE- BARS,STEEL ALONG THE LINE OF POSTS. 2' -3 ` = %� - PICKETS,OR W ' HIGH I ; `" - 2 2 X 2" STAKES 1 112' TO IN GROUND 10 MAX. Ilj I I I I 011 - _ ' O ' �(( I FILTER FABRIC TEMPORARY GRAVEL BAG Po SPACG. I I - �y I ANCHORING DETAIL - CHECK DAM i / W'RE DRAINAGE AREA LESS THAN 1 ACRE `� � �� ' � � � I ' // � I �� I I �� I -� -I.. I I � I W RUNOFF CV NO SCALE '' I I I I I I I I I I STRAW BALE DIKE DETAIL o LO NOT -TO -SCALE 4 IN (10 CM) SILT FENCE O 00FESS /pe 9 - « Under round Service Alert SAN DIEGUITO ENGINEERING, INC Z M NOT -TO- SCALE �,( 9� Q U') . ��"�� sz �, AS BUILT o r \ � ^ .. Call: TOLL FREE 44 MANCHESTER SUITE 105 ENCINITAS, CA 92024 oc NO 4M BY: 3 ' 1 PHONE: (760) 753 -5525 �1 s ptp, 3- 31 -p� ` DATE 11 +� 422 -4133 111a 0 e j 'lF c I v k` o�� RIC 0 0 EXP: 3 - 31 -(YJ CIVIL ENGINEERING • PLANNING z Ii SCALE 1" = 50' 0F C�L TWO VORKIM DAYS BEFORE YOU DIG LAND SURVEYING h ; w � REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIGNED BY DR r CHECKED Y APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. W Z AS 01 DESCRIPTION: STREET CENTERLINE PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED Z W GRADING AND EROSION CONTROL PLANS FOR: Z MONUMENT AT STATION 166 +03.99 ON N A DATE: I0- VI - OZ ' _ W d ROADSURVEY #418 ENCINITAS BOULEVARD HORIZONTAL / B Y: ,� BY: ,� ENCINITAS PARCEL MAP NO. 7 4 2 2 G DATUM: USGS R.C.E. N0. : 40980 4329 MANCHESTER AVENUE ELEV; 83.52 FEET VERTICAL gY• DATE `� � N/A �I BARRY L. MUNSON EXP. 03 -31 -03 DATE: 3 / I q 03 DATE: / 0 WORK PROJECT N0. 4649 API: 259-192-14 SHEET 4 OF 4 U: \1 DATA \engineering \4649 \plan\4649grad \4649- g- sht4.dwg, Date: 10 -23 -02 FILE N0. SDE 4649 .�j