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1998-5630 G (Plans) T GENERAL NOTES cl A. GENERAL C. NOTIFICATIONS E. LANDSCAPING Q 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS WORK TO B E DO s PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE ACCORDANCE WITH PLANS APPROVED BY THE CITY THAN 2000 LBS PER ACRE. TYPE 6 MULCH (STRAW) CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE ENGINEER. PLANS SHALL CONFORM TO THE CITY OF MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS THE CITY OF ENCINITAS AND THE SAN DIEGO AREA BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING ENCINITAS GRADING ORDINANCE AND ALL ADOPTED APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD REGIONAL STANDARD DRAWINGS. ANY CHANGES OR UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: LANDSCAPE AND IRRIGATION STANDARDS. BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY THE CONTRACTOR IS REQUIRED TO TAKE DUE 1. SEED MIX SHALL CONSIST OF NO LESS THAN NO LESS THAN 50% OF THE STRAW INTO THE SOIL. CONSTUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING 2. FINISHED GRADING AND PLANTING SHALL BE AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (LATEST EDITION). UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 OR 2. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES BETWEEN OCTOBER 1 AND APRIL 15, 16 -20 -0, WITH 15% SULPHUR APPLIED AT THE RATE OF NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND 500 LBS. PER ACRE 15% SULPHUR APPLIED AT THE LEGEND SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE LOCATION OF UTILITIES AND NOTIFICATION OF F. EROSION CONTROL RATE OF 500 LBS. PER ACRE. REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. COMMENCEMENT OF WORK: 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DARRYL 3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF- A. SEWER - CARDIFF SANITATION DISTRICT cLUBB, (619) 755 -0978 ITEM RSD SYMBOL Q UA NTITY SITE GRADING. (760) 633 -2770 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL 2. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO PROPERTY LINE B. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY HYDROSEEDING. 4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS 1- 800 - 422 -4133 SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED REQUIRED TO PROTECT ADJACENT PROPERTIES DURING C. WATER - SAN DIEGUITO MUNICIPAL WATER DISTRICT ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID EXISTING CONTOURS 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR GRADING OPERATIONS. ANYTHING DAMAGED OR (760) 633 -2650 CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS -� DESTROYED SHALL BE REPLACED OR REPAIRED TO D. TELEPHONE - PACIFIC BELL TELEPHONE IMINENT. COMBINATION OF FINISH CONTOURS CONDITION EXISTING PRIOR TO GRADING. 1- 800 - 422 -4133 A. TRACK WALKING SLOPES STEEPER THAN 6:1 E. CABLE TV - COX COMMUNICATIONS 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR PROPOSED SPOT ELEVATION 5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY (760) 599 -6060 MODIFIED WITHOUT APPROVAL OF THE ENGINEERING B. RIPPING AREAS THAT WILL NO BREAK UP USING MONUMENT OR BENCH MARK WHICH IS DISTURBED OR ITEM "A" ABOVE. CUT SLOPE INSPECTOR. (2 :1) DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL PLANTING BY: FILL SLOPE (2:1) PHONE 760- 633 -2770. DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE A. ADJUSTING THE SURFACE SOIL MOISTURE TO 6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. PROVIDE A DAMP BUT NOT SATURATED SEED BED. MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS AC BERM (TYPE E) G -5 210 L.F. SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, FOR INSPECTION. PHONE 760- 633 -2770. ALL WORK 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION B. THE ADDITION OF SOIL AMENDMENTS, PH STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ADJUSTMENT, LEACHING OR COVERING SALINE SOILS AC PAVING LAWS AND REGULATIONS. SUBJECT TO REJECTION AND REMOVAL. ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR TO PROVIDE VIABLE CONDITIONS FOR GROWTH. 3 AC / 4" AB, TI =4.5 (ACTUAL 5570 SF UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE. SECTION BASED ON SOILS ENG. f , %x 7. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF 3. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A REC'S) (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL D. GRADING 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 PM AND 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE 7:30 AM NOR ON SATURDAYS, SUNDAYS AND CITY QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE ONTO AREAS WHEN IMPOUNDED WATERS CREATE A PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED GRAVEL BAGS 60 EA RECOGNIZED HOLIDAYS. SHALL INSPECT AND TEST THE EXCAVATION, PLACEMENT HAZARDOUS CONDITION. AND ALL SECURITY RELEASED. AND COMPACTION OF FILLS AND BACKFILLS AND LANDSCAPE DOWNDRAIN 2 EA 8. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE- COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE GRADING MEETING HAS BEEN HELD ONSITE WITH THE REPORTS AS REQUIRED AND WILL DETERMINE THE APPROVED GRADING PLAN SHALL BE INCORPORATED RIP RAP (No. 2 BACKING) 2 CY FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF HEREON. ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS PERMITTEE. THE PRE -GRADE MEETING SHALL BE AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST GRASS SWALE 2' x 1' => =Z:> C==> 250 L.F. SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE AND THAT IN HIS OPINION, ALL EMBANKMENTS AND DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION BY CALLING (760)633 -2770. EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH OF EACH WORK DAY. CONCRETE SWALE OR COBBLE MODIFIED D -75 125 LF. THE APPROVED GRADING PLANS AND THAT ALL SWALE (SEE DETAIL SHT 2) 9. UPON FINAL COMPLETION OF THE WORK UNDER THE EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL THEIR INTENDED USE. PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE WATER SERVICE LAT. - AND /OR FINAL RELEASE OF SECURITY, AN AS GRADED (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY CERTIFICATION SHALL BE PROVIDED STATING: 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE SOILS ENGINEER'S CERTIFICATE "THE GRADING UNDER PERMIT NO. 5630 -G HAS BEEN SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT REMOVED AFTER EACH RAINFALL. PERFORMED IN SUBSTANTIAL CONFORMANCE WITH PONDING OF WATER. HE SHALL CONTROL SURFACE WATER DECLARATION OF RESPONSIBLE CHARGE I, A • R • BARR A REGISTERED CIVIL ENGINEER IN THE STATE OF THE APPROVED GRADING PLAN OR AS SHOWN ON THE AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO ATTACHED AS- GRADED PLAN ". FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% 1 HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND MEASURES TO PREVENT EROSION OF FRESHLY GRADED COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE LO SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND STABILIZED WITH PUNCHED STRAW INSTALLED IN PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR N GRADING OPERATION. EROSION CONTROL MEASURES HAVE BEEN INSTALLED. ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. UNDER MY DIRECTION BETWEEN THE DATES AND In SEDIMENT CONTROL HANDBOOK OF THE STATE OF ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, 10. SLOPE RATIOS: 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED CALIFORNIA DEPARTMENT OF CONSERVATION. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING CUT 2:1 FOR ALL SLOPES AND FILL SHALL BE PLACED IN ACCORDANCE WITH BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES FILL 2:1 FOR ALL SLOPES STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR SLOPES DEVIATING FROM THE ABOVE WILL REQUIRE OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE E. HYDROSEED PROJECT DESIGN. PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE APPROVAL OF THE DIRECTOR OF ENGINEERING AFTER CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE to - jis REVIEW OF A REPORT FROM A SOILS ENGINEER. TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER GRADING PLANS AND SPECIFICATIONS. REMOVED TO SUITABLE FIRM NATURAL GROUND. THE WHEN THEY ARE: SAN DIEGUITO ENGINEERING, INC. EXCAVATION: 400 +/- CY* FILL: 400 +/- CY* EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND 4407 MANCHESTER AVENUE, SUITE 105 BARRY L. MUNSON RCE 40980 QP pFESS WASTE: 0 +/- CY* A SEPARATE PERMIT MUST BE OBTAINED THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. �� s R �a Fy ENCINITAS, CALIFORNIA 92024 SIGNED: �Q e`� IMPORT 0 +/- CY* FOR WASTE OR IMPORT AREAS. BE THE CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS PHONE: (760)753 -5525 � 7 0y7683 Z SPECIAL CONDITION: IF ANY ARCHAEOLOGICAL WATER AND COMPACT THE FILL IN STRICT ACCORDANCE SLOPE IS NOT SUBJECT TO EROSION DUE TO THE IO-2�I' $ RCE No.: 27 8 EXP DATE: / /OZ * 313110 RESOURCES ARE DISCOVERED ON THE SITE OF THIS WITH SPECIFICATIONS. EROSION RESISTANT CHARACTER OF THE MATERIAL AS Exo GRADING DURING GRADING OPERATIONS, SUCH APPROVED BY THE CITY ENGINEER. DATE OPERATIONS WILL CEASE IMMEDIATELY, AND THE 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO PERMITTEE WILL NOTIFY THE DIRECTOR OF FINISHED GRADE TO PRODUCE SMOOTH SURFACES AND 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE o QROFESSIgy� l q�FOpC ci ENGINEERING OF THE DISCOVERY. GRADING UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE y2E L k6f Z F OPERATIONS WILL NOT RECOMMENCE UNTIL THE AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND HYDROSEEDED GROWTH. � � oy r W PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND Zr THE DIRECTOR OF ENGINEERING TO DO SO. LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, N0, 4D980 = ROOTS AND OTHER WASTE MATTER EXPOSED OR 1. SEED MIX SHALL CONSIST OF NO LESS THAN s D(p.3 -31.03 r t1 *EARTHWORK QUANTITIES ARE ESTIMATED FOR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE A. 20 LBS. PER ACRE OF ROSE CLOVER PERMIT THEORETICAL BASS ONL CTUAL MAY VARY OF. B ECO M E THE TOE O AND N TOP S OF L ALL E SLOPES E SHALL D BE ROUNDED IN B. 20 LBS PER ACRE OF ZORRO FESCUE F OF DUE TO SHRINKAGE OR SWELL FACTORS.) ACCORDANCE WITH THE GRADING ORDINANCE. C. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNIA Z D. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA 11. THE SOILS REPORT TITLED PRELIMINARY GEOTECHNICAL 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) INVESTIGATION, 1445 CREST DRIVE, ENCINITAS, CALIFORNIA MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE F. 1/2 LB PER ACRE OF DIMORPHOLECA BY BARRY AND ASSOCIATES, DATED JULY 20, 1998 DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO G. ITEMS C, D, E, AND F OF THIS SUBSECTION 0 SHALL BE CONSIDERED AS A PART OF LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT MAY B E OMITTED ON LOCATIONS WHERE THE AREA Z THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. BEING HYDROSEEDED IS NOT VISIBLE FOR EITHER SITE ACCORDANCE WITH THE RECOMMENDATIONS AND APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED SPECIFICATIONS CONTAINED IN SAID REPORT. FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO A PUBLIC STREET OR RESIDENTIAL STRUCTURES. 2 L J THE DISPOSAL OF ANY SUCH MATERIAL. H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED L B. ENVIRONMENTAL WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY OWNER'S CERTIFICATE SANTA FE Z 1. STEEPEST EXISTING SLOPE = 50% 2:1 6. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO EITHER BY DRILLING OR BROADCASTING BEFORE 2. MAXIMUM VERTICAL DEPTHS: (A) CUT = 4 FT., (B) FILL = 5 FT ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT HYDROSEEDING. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST 3. AVERAGE DEPTHS: (A) CUT = (400 X 27) / 6500 = 1.7 FT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY n (B) FILL = (400 X 27) / 6600 = 1.6 FT. FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. :U Z THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA LLJ REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION O REGARDS TO THE HAULING OPERATION. TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. O SIGNATURE v DATE: 5 004 �0 J. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO 5 m T HE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. OWNER: TOM AND CYNTHIA DELANEY ADDRESS: P. 0. BOX 3053 Ld SAN DIEGUITO ENGINEERING INC. RANCHO SANTA FE, CA 92067 ENCINITAS FIRE PROTECTION "AS BU I LT" SAN DIEGUITO WD S. D. COUNTY HEALTH DEPT. 4407 MANCHESTER SU ITE 705 PHONE: (619) 350 -6373 Z ENCINITAS, CA 92024 PHONE: (760) 753 -5525 BY: °ATE` BY j, oQ---- 1319a BY. � � -- 111s /9e-1 VICINITY MAP LLJ CIVIL ENGINEERING . PLANNING BY &k /0/30'9$ RC EXP: DATE: DATE: NOT -TO -SCALE LAND SURVEYING DATE [S IGNATURE EXPIRES 2 YEARS FROM DATE SIGNED Z REVISIONS PROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. REVISE GRADING DRAINAGE / -2$• f RM /7F /N.9L iz o.73? af SEWER MANHOLE 0 INTERSECTION OF PLANS PREPARED UNDER THE SUPERVISION OF RECD EN APP ED L SANTA FE ROAD AND WOTAN DRIVE PER GRADING PLANS FOR: z COUNTY OF SAN DIEGO DRAWING NO. 2940 HORIZONTAL N/A DATE: 10-�I-Ib BY: BY: � C7 INVERT ELEVATION =360.68 BY: Ott !C qa R.C.E. N0. : 40980 DATE: / - /ff 9y3 DATE: II- IS-q� SINGLE FAMILY RESIDENCE 5630 - G W VERTICAL N/A o DATE' BARRY L. MUNSON POR OF LOT 11, BLK E, POR OF BLK F PALOMERES HEIGHTS iS L� EXP. 3 - 99 APN# 262 - 022 -47 SHEET 1 OF 2 R: \i DATA \4469 \4469gd1.DWG, SCALE:1 " =20 DATE:10 -15 -913 FILE N0 . 4469 v FLOW � �,' ' s CONSTRUCTION NOTES: _ 1O INSTALL GRAVEL BAGS, THREE HIGH, PER GRAVEL 4' VERTICAL FACE GRAVEL BAGS OVERLAP BAG CHECK DAM DETAIL, THIS SHEET. STRAW BALES EMBEDDING DETAIL ONTO SLOPE MAY BE USED AT TOE OF SLOPE, PER STRAW BALE DIKE DETAIL, THIS SHEET. 20 CONSTRUCT 16' WIDE AC DRIVEWAY, ON GRADE, ANGLE FIRST STAKE TOWARD TO CREST DRIVE. JOIN EXISTING EP. PROFILE PREVIOUSLY LAID BALE kfw _ lea, PER RSD DS -7. O CONSTRUCT 0.5' HIGH EARTH BERM AT TOP OF SLOP _ , ;2 _. WIRE OR NYLON 3 FT (0.9 M) MIN. SLOPE : BOUND BALES r - - PLACED ON THE 4O REMOVE EXISTING TREES IN PROPOSED PAVEMENT AREA AS "�, ' =`; - RUNOFF CONTOUR REQUIRED. ' 2 RE- BARS,STEEL PICKETS,OR O REMOVE EXISTING FENCE IN PROPOSED PAVEMENT AREA AS , ; _ 27( 2" STAKES 1 112 TO GAP BETWEEN BAGS THREE LAYERS OF GRAVEL BAGS REQUIRED. - _ 2' IN GROUND ACTS AS SPILLWAY WITH ENDS OVERLAPPED © LANDSCAPE DOWNDRAIN PER RSD ANCHORING DETAIL D -75 (MODIFIED, W =18 ", D =9" COBBLE a • DRAINAGE AREA LESS THAN 1 ACRE GRAVEL BAG CHECK DAM DETAIL NOT -TO -SCALE 7O CONSTRUCT 16' WIDE AC DRIVEWAY, ON GRADE, TO CREST SCALE. 1 " =20 STRAW BALE DIKE DETAIL 6 - G2 - DRIVE. JOIN EXISTING EP. PROFILE PER RSD DS -7. NOT -TO -SCALE POR LOT N0. 10, BLOCK E & F f ® PROPOSED WATER METER AND SERVICE, CONTRACTOR j PER I'llA NO. 2114 TO COORDINATE INSTALLATION WITH WATER DISTRICT. i PROPOSED PRIVATE WATER SERVICE. 10 PROPOSED SEPTIC SYSTEM, SHOWN FOR INFORMATION r P PURPOSES ONLY. I G IBLOG�K B I f 1 BLOCK F I I X C7IAI# L! 2' x 1' / l \ ,`' GRASS SWALE;' I " \ ` 364.7 N82R58' W X ?1p �� 1 T RAP 201.66' X 376 1'n� / NO. 2 BACKING EASEMENT NOTE: - 'X AfN UNK jjNCE DG FILTER \.. \ �•, BL ( EASEMENT IN FAVOR OF I 374. I '!` 357,E WM. G. KERCKHOFF CO. RECORDED 2/25/42 N8 0 08'39 0 W 443.43' BOOK 1312, PAGE 201 OF OFFICIAL RECORDS. 38i }; 1 SP 7 .1 7 ) l CANNOT BE PLOTTED AS ITS EXACT LOCATION tO I' c� ' 3 i 357.7 IS NOT DISCLOSED OF RECORD. cd 387.8 C �-�� 8 _0 1 v ao � I I � r LIMITS OF FIRE (?EPAR7MEN7 20 40 80 ' N 0. 1 B ,' ' PAD 378.0 J �, p BRUSI LINE ��° � FF a P EL 37& 0 702 � 1 �, to N ;; FF EL 378.7 o ! �: N s {,� .q, ` . X ��' PER MAP N0. 2114 x ? j I Lf) f ' 31.7 OP JX�`', r y \` 357.4 LO APN: 262.- 022 --46 _- ;` �, p 0 3� ' % \ BLOCK F M ` Z / 379, ,� 6 \ <" \` \ . •..,,....LIMITS OF € DEPARTMENT M 383.7 O 1�• 3 .5' ' HRUSH LINE W In ` 3' x 1.5' CONCRETE ,' f` 1 10 31 1 \ ` .� 4 N 3 1 OF LANZ PE OR COBBLE, SWALE ! X 38 ° / PER MOD D -75 X VVV� _ 3 60 2' 378.3 ~ SEE DETAIL AT RIGHT ! / ~ 9 1 �� ^,. I Z 0 "�� LIMIT' UI€IIS OF F1,4tISt I � I 4 A N : 262 - 2247 %� i MOUND 32` I� ) 1 � "� 370.7 1 5 1 B 3 6O. 79,2 1 __ ✓90. 0 19 _ X 1.5 1 - � � 41 388.4 II I X ' 2 --•# -- � ,} � ,.362.8 1 � ,, = - 11 . =,, N89 08'35 W - X5.32' z M7T Ot 6 8 POKER POLE WITH GUY WIRE Z NA7 1'Sq,�" I 16 r:H AIN 1N?.,f 11GL 3 W x 4 x 3.- 6' COBBLE R h' 3 4.6 ° r k' ` -°°` i ^ '� 2' x 1' 1' T RIP ,iRAP CENTERLINE OF EXIST SD. &&E EASEMENT REC. (MAX DIMENSION) 8 _ JC7 � { %" ---- GRASS SWALE NO. 2 BACKING OCTOBER 14, 1941 IN BOOK 1251, PAGE 335 OF r, •, 388 - 366.4 �>'r ;�' - 1 DG FILTER i , OFFICIAL RECORDS A PORTION OF THIS EASEMENT COBBLE SWALE DETAI m Z7 3t7 . 3' x 1.5 COB!$LE SWALE % BLANKET IS CgNCIDENT WITH THE SOUTHERLY LINE OF LOT it, ,' f °"`°" �, r 343.46 OR r ,� � /''" ° 5� E '` i v_ IND THE NORTHERLY LINE OF LOT 12, BLOCK E. NOT -TO -SCALE 6 ro WtR Yc388.0 i N$? PER MOP D -75 A 84, -' SEE DETp41L AT RIGHT { i W EASENMENT WIDTH IS SPECIFIED. DWY 7 ri PP f' r `ASPHALT BLOCK P BLOCK F X 38 13F CHAIN LINK ~ 5 DRIVEWAY j / C' 367.50 S I MARK ' I i ENVY MONUMENTS 1 f W17H DISK Wa 4847' BOTH SIDES OF DRIVE i (� 25't �I AC DIKE, TYPE E ! ELE1--38849 PER RSD G -5 GRASS DITCH 3' MIN EARTH BERM 1 ` FILL SLOPE 365.89 �. APN: `,. 022 - °03 ', I 7' MIN 7' MIN I 2:1 MAX 1� 16' LOT N0. 12 BLOCK E _ 2% 2% 3't M _MIN GRASS ( 27. MIN I} PER MAP NO, 2114 °- - _ _ - SWALE - - CUT SLOPE 3' MIN I s 2:1 MAX SECTION A -A SECTION B -B � oQROFE NOT -TO -SCALE L kly c° NOT -TO -SCALE Mp SAN DIEGUITO ENGINEERING, INC. 4407 MANCHESTER, SUITE 105 p 3 ENCINITAS, CA 92024 r l PHONE: (760) 753 -5525 9 j• 01 V l V Q� N F OF Chk.\ NOTE: CIVIL ENGINEERING • PLANNING REVIEW OF THE GRADING SHOWN HEREON REQUIRED BY OTHERS TO DETERMINE COMPLIANCE WITH LAND SURVEYING CURRENT HEALTH DEPARTMENT SETBACK REQUIREMENTS REVISIONS PROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DEPARTMENT H C APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. REVISE GRADING i DRAINAGE p -Zg PERi`! /T F/NAL 72 SEWER MANHOLE® INTERSECTION of PLANS PREPARED UNDER THE SUPERVISION OF REC0 APP ED GRADING PLANS FOR: SANTA FE ROAD AND WO DRIVE PER HORIZONTAL N�N/A DATE: II' IU q b BY: BY: SINGLE FAMILY RES I DENCE S I D E N C E COUNTY OF SAN DIEGO DRA WING N0. 2940. L� INVERT ELEVATION = 360.68 R.C.E. NO. : 40980 DATE -/ -f DATE: lI -1� °9S POR OF LOT 11, BILK E, POR OF BLK F PALOMERES HEIGHT 5630 - VERTICAL N / A BARRY L. MUNSON EXP. 3' -9�1 APN# 262 - 022 -47 SHEET 2 OF 2 4469GP2A.DWG, SCALE: 1'20'. DATE: 8 -25 -98 FILE NO. 4469