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1998-5675 G (Plans) OF EN. CINITAS WORK TO BE DONE: .� GRADING � 1 � �� r, I_ A. GENERAL C. GRADING SYMBOL ITEM STD. DWG. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS .._- "R, , _., EXIS77NG CONTOUR STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. THE DESIGN ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE r I ® CONSTRUCTON STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND EXIS TING SPOT ELEVATION AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED C � Mv � �' �, _�, THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON TfRA REQUEST FOR INSPECTION. COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS EXISTING FLOWLINE AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS SOILS ENGINEER'S CER TIF I CA TE S 2. THE SOILS REPORT TITLED "UPDATED GEOTECHNICAL REPORT FOR THE OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN °; EXISTING GUARD RAIL M -30, M -39 MILLER SUBDIVISION PREPARED BY WESTERN SOILS DATED 8 -10 -98 SHALL BE ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. G G -4 I, dEiyN /5 XP REGISTERED CIVIL ENGINEER IN THE STATE OF EXISTING ROLLED C DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS / CONTAINED IN SAID REPORT. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL EXISTING CURB OUTLET D -2.5 PROVIDE POSITIVE DRAINAGE AND PREVENT DE ALL X WATER. HE SHALL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL _'. �® J. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR CONDITIONS PREVALENT WITHIN THIS SITE WA MADE BY ME R UNDER MY ate... _P . ,�° LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO DIRECTION BETWEEN THE DALES AND 47 ONE 'PACE EXISTING AC SPILLWAY D -27_ COMPLETE COPY OF THE SOILS REP RT COMPILED FROM MIS ST DY, WITH MY i WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH 77ME AS lz RECOMMENDATIONS HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FOR THESE SHALL BE REQUIRED IN CONJUNCTION NTH IMPROVEMENT PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN HYDROSEED PLANS. INSTALLED. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE ��� �� a� �-� RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN �Y _ 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. . ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS - ^�_ CUT SLOPE (2:1 MAX) 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO SHALL BE PLACED IN ACCORDANCE NTH THE SOILS REPORT. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE - PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING p �� FILL SLOPE (2:1 MAX) CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. - DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION SIGNE ' ° °' DATE: EXISTING PRIOR TO GRADING. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 1 41 PROPOSED CONTOUR 6. HE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. SHALL BE THE RCE NO.: Q 1 6; C % EXP. OA TE: ' MARK WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE � - CENTERLINE REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. FILL IN STRICT ACCORDANCE W1171 SPECIFICATIONS. ,' 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 4• CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE PROPERTY LINE DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SEC710NS. THE SLOPES TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED DECLARATION OF RESPONSIBLE CHARGE HYDROSEED �/ ®R ®SEED R� RIGHT OF WAY LINE AND REGULATIONS. AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, R007S AND OTHER WASTE MATTER EXPOSED OR c B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED I� F�,� DAYLIIF LINE SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6: 1 �_ EASEMENT LINE THE HOURS OF 5 :30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: AND CITY RECOGNIZED HOLIDAYS PROJECT AS DEFINED IN SECTION 6703 OF ThE BUSINESS AND PROFESSIONS 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL CODE, AND THAT THE DESIGN IS CONSISTENT WITh CURRENT STANDARDS. a. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. OOc>n000 SANDBAGS 9. NO GRADING OPERA170NS SHALL COMMENCE UNTIL A PREGRADING MEETING BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE HAS BEEN HELD ON -SITE WITH THE FOLLOWING PEOPLE PRESENT. CONTRACTOR SO AS TO t_ THE AREAS THAT HAVE BEEN CLEARED NTH A I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS b. 5 FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT (199•g EXISTING ELEVATON CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER,GRADING CONTRACTOR NEAT AND FINISHED APPEARANARAN CE FREE FROM UNSIGHTLY DEBRIS. APPROVAL BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED NTH THE OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER. PA ®= 197 0 PROPOSED PAD ELEVATION CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL, DESIGN. QR OFESS/ CN 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE 19 PROPOSED FINISH GRADE ELEVATION 10. PRIOR TO HAULING DIRT OR CONSTRUCTON MATERIALS TO ANY D. LANDSCAPING o q� OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL LOGAN ENGINEERING �� c ps E. { 19 (MIN.) PROPOSED DRAINAGE SWALE SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WI1H 132 N. EL CAMINO REAL, SUITE N y o w 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWNG: PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE ENCINITAS, CA. 92024 ° Z w m r AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE NTH REGARDS TO THE CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND ( 760 ) 942 -8474 C 39726 P.C.C. LINED BROW DITCH D -75 & MOD. D -75 PER HAULING OPERATION. Exp_ 12/31/01 1. SEED MIX SHALL CONSIST OF NO LESS THAN: DETAIL ON SHEET 2 IRRIGATION STANDARDS. z� sT CIVIC �P a. 20 LBS. PER ACRE OF ROSE CLOVER RIP RAP ENERGY DISSIPATOR D -40 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES 9TF OF CAS Eo �� BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED / b. 20 LBS. PER ACRE OF ZORRO FESCUE AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING. "THE GRADING BETWEEN OCTOBER 1 AND APRIL 15. 'R� �". Ar 6 06Vpn UNDER PERMIT NO. 5675 -G HAS BEEN PERFORMED IN SUBSTANTIAL SIGNED: DATE: 7- ` c. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNICA CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE DOUGLAS E. LOGAN ATTACHED AS- GRADED PLAN. THIS STATEMENT SHALL BE FOLLOWED BY THE E EROSION CONTROL d. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING RCE NO.: 39726 EXP. DATE: 12/31/01 e. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) OPERATION. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BOB BOOKER AT (760) 632 -5609. f 112 LB. PER ACRE OF DIMORPHOLECA B. NOTIFICATIONS 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE g. ITEMS C, D, E, AND F OF THIS SUBSECTION MAY BE OMITTED ON AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY OWNER CERTIFICATE LOCA77ONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE DESERT ROSE WAY 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCA77ONS TO FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. SITE " STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS G j AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO IMMINENT. h. ITEM "A" OF THIS SUBSECTION MUST BE INOCULATED WITH r �Ty EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER. THE I:(WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY ST L-J CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED MTHOUT THE HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. co PROTECT ANY EXISTING U71LI77ES OR STRUCTURES LOCATED AT THE WORK APPROVAL OF THE ENGINEERING INSPECTOR. AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. ?3th U SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN FOLLOWNG OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF c;.) EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND WORKING ORDER TO THE SA77SFACTION OF THE CITY ENGINEER AFTER EACH SIGNED. ' , ' -• DAT7=: ` FOOD AND AGRICULTURE CER77FICAPON TAG ATTACHED TO, OR N077FICATION OF COMMENCEMENT OF WORK. RUN -OFF PRODUCING RAINFALL. BOB B0 KER PRINTED ON SAID CONTAINERS. �p IJ3 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL j. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE �� ST lzrl A. SEWERS - 633 -2780 CARDIFF SANITATION DISTRICT. MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO INCOMPLEIED D,, A A HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. ,Q GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. OWNER OG PERIVII TTEE. p B. GAS & ELECTRIC - (800) 422 -4133 SDG &E 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. PER ACRE. OLIVENHAIN PROPERTIES, L.L.C. ONF 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR C, WATER - 753 -6466 O.M.W.D. PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED O.M.W.D. P.O. BOX 231639 HY DRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE o Q I,LJ ENCINITAS, CA 92023 z WATERS CREATE A HAZARDOUS CONDITION. ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 509 OF w EAlC� D. TELEPHONE (800) 422 -4133 - PACIFIC BELL (760) 632 -5609 THE STRAW INTO THE SOIL e N7J AS MR. BOB BOOKER v 7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN E, CABLE TV - (800) 422 -4133 - DANIELS CABLE. SHALL BE INCORPORATED HEREON. J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WITH 159 SULFUR APPLIED AT THE RATE OF 500 LBS. PER ACRE. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633 -2770. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT J THE CONTRACTOR SHALL GIVE 24 HOURS N077CE ON CALLS FOR THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY.• SITE ADDRESS INSPECTION. PHONE:(760) 633 -2770. ALL WORK PERFORMED WITHOUT FORECAST EXCEEDS FORTY PERCENT (409). SILT AND OTHER DEBRIS SHALL . VICINITY MAP L�J BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND BE REMOVED AFTER EACH RAINFALL. 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF. NO SCALE 1 REMOVAL. A,PN: THOMAS BROS. PAGE 1148, A5 264 - 151 -48,50 & 51 a. TRACK WALKING SLOPES STEEPER TRAP! 6:1. () at' 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE r EFFECTIVE COVERAGE OF GRADED SLOPES (909. COVERAGE) PRIOR TO b. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "A" ABOVE. w � ° NOVEMBER 15' THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW Lh.! {13 VACANT PARCEL OF LAND DIRECTLY EAST INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND OF INTF-RSEC77ON OF 14th ST. & 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: ` ENVIRONMENTAL DATA SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF DESERT ROSE WAY. ALSO, DIRECTLY NORTH CONSERVATION. OF OLIVENHAIN ESTATES SUBDIVISION a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE DAMP BUT 1) STEEPEST EXI317NG NATURAL SLOPE ON -SITE _ >409 NOT SATURATED SEEDBED. 2) MAXIMUM VERTICAL DEPTH OF CUT = 16' b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE COND177ONS FOR * EARTHWORK: GROWTH. { , 3) MAXIMUM VERTICAL DEPTH OF FILL 12' C� try; CUT= 15.9001 C.Y. I' w 4) AVERAGE DEPTH OF CUT = 15,900 C. Y. (27)/110,940 S.F. = 3.8' FILL = 22.9001 C.Y. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS r GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS IMPORT= ZOOOt C.Y. LEGAL DESCRIPTION OR ENCINITAS FIRE DEPARTMENT WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT OLIVENHAIN MUNICIPAL WATER DISTRICT O 6) AVERAGE DEPTH OF FILL = 22,900 C.Y.(27)/166,420 S.F. = 3.7' * EARTHWORK QUANTITIES ARE CALCULATED ON A THEORETICAL BASIS AND PARCEL 1,3 & 4 OF P.M. 14489 IS COMPLETED AND ALL SECURITY RELEASED. * SEE ORIGINAL ENVIROMENTAL REVIEW & NEGATIVE ARE UTILIZED FOR PERMIT AND ENVIRONMENTAL PURPOSES ONLY. ACTUAL ? Ile DECLARA170N FOR T.P.M. 91 -198 QUANTITIES MAY VARY DUE TO UNFORESEEN LOSSES, SHRINKAGE AND s ` > / T SWELLING FACTORS. � m APPROVED af. s ATE APPR D BY DATE 1 � DEVELOPMENT A LCD DEL APPROVALS T ENGINEERING S DEPARTMENT REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE C DRAWING NO.. D E ,r°, PAD GRADING AND EROSION CONTROL PLANS E IGNED Y DRAWN BY HE KE BY 7• OC -0073 CHI SQ. TOP OF HEADWALL W/ PL NS PREP FD UNDER THE SUPERVISION OF RECOMMENDED APPROVED p STEEL FN PST - SW COR. TNT. OF EL CAMINO AS NO 1 nn'; / DATE: G' - 1� s . R • A DEL NORTE AND RANCHO SANTA FE ROAD. 23' HORIZONTAL C`� ✓ A I � ( � . - r. a I . WEST OF RANCHO SANTA FE AND 60' SOUTH - �"��� 1 •'�'� R.C.E. N0. : 39726 BY' a BY. ' ''.J A i 7 OF EL CAMINO DEL NORTE CENTERLINES. EL. = 119.476 DATUM: U.S.C. & G.S. VERTICAL N/A APPROVED BY DATE DOUGLAS�E. LOGAN EXP 12 -31 -01 DATE: / 'i�' °� � '� 91-1 ` WORK PROJECT NO. CITY OF ENCINITAS TM 91 -198 SHEET 7 OF �' PE L N' 53 77 - SEE OFFSITE LETTER OF PERMISSION TO �1 1A� , GRADING P ROAD IMPROVEMENTS GRADE: BY LOTS MARTIN DATED: -CITY OF �: , ` PER , ,T . M 91 =198 �; 6r JJJ J R s �,; ` = ' G. N0. 5275 -G , A> J l 1 GRADE AREA ,�. �+ -_DW r � r I �� I r J� /�rl J��J, a < , , 4 RiPRAP - W 3.0 -� ro DRAIN 1 TON r JJri �J I 1 \ �. 2.7 THICK FILTER BLANLET - 1 - t 'C' STREET UBDIVI S-ION PER STD DWG D -40 b 63 15' L ... � / 8.8.5'x® �- ! ,� '"'� °� / 382.55 / p 5FG i ✓� /��%�/ �/\ A "V& mom C 1 z TRA (m; I MAP No. 91 ' \ 7 \ `.; rn o - B \ I 19.0 I � a I _-, , PAD = 120.011 �- , MENTS , 4J 00' \ r l SE CTION '(: 1 CONTINUATION OF IMPROVE M 24.25 / - -- -1+ ° A ER ROSE PER Hp /. \ j - 7 DETAIL ALONG DESERT , N0. 5377 -IR e�, HP� \ , 14 �_ ` NO SCALE 1 D' 162.01 , / \ - ! HP DWG 1S': ''� 11 / o / ' �; T \ \ � T 120.0 _ 135.3 I HP r (ri r P / r it �' 141.0 / f' 0 6 ° ` L ZONE J J J , JWAF J \10, 84 o � l(� p l� I � 7 �" � I \\ �� ✓ � I ' 6FFER z� AP r� / \ (I ( / S r / �, L PER FINAL , r�rl�l��JJ �rl� rJ�l�lJ�Jl7,l� • i � '' LO w i �Q���26.D g o 0 1 P AD116`2.0 ,6�° ' - 1 PAD =141.0 I / ` to i \ ►' N LOT 10 . HP. I c P AD= 0 P r PAD= 1170 EX, SDGdrE EASEMENT PER DO'C. RECORDED I I �/ i - / I �� / ; / i EA �' \ o + ENT ) J GE SEM �� / I - _ � \ // ORPINA 10% 3 l I� 10 -10 -73 AS FILE N0. 73- 285754, O.R. MA X \ .' ! 1 , �-�''� 2.1 �-- ----- . --� 1 \, �- / EE 0. D „ -�' / PER I o s \ I L 1 205.70" -� 21 5.2 �; 5 G ( _ 6j63 �� z N8T06'S7 TO "E i -� 27 HP I �\ INTERSECTION OF +;1 _ _ °� I C p 114.0 N I \ 14H S do I m :y- S 7 STREET ' ro t5 BEGIN CONC. " / : •� . a BROW I DI TCH PER �k' 1 3 Fl Oo. 9. g 0 -75.I / ' 117.0 r' ` / �� L I �/ ti�0� \ \may j I 1 y , \ o` 0'' PAD =117.0 s LOT co 140.0 F /; q q I : p: �\ \ CONNECT D -75 TO BACK las c o� rn i I o,\ \ / l \ .\ I OF'B'.INLET W/ TYPE 'F l PAD= 114. ® ti 1 1 a cv \ 100 , YR Lim '' 1 OPENING l o, / Q 11 5.0 m �ZZ / o�Ogc \ - �a� I T PAD =11 J. 0 INLET . I / W 1 ?O \ r.ox CL'B' INLET TC 109.6Y 10' PRIVATE DRAINAGE 2- � LLI 1 / w I ��0.90' w 1N 105.2 IE OUTS • ! EASEMENT 'P';adi"A \� 145 131 If �` I I • � ?� _ ' 0� P / \ / ?3, EXIST. 15' SEWER .EASEMENT g ' LOT PER DO , \ < / \ ,G N0. 91- 0487991 ' ! � / � RECORDED 9 .2 ,�• ^u' :: ,�: � °�• ?' { I I 1 . HP PAD, =115.5 ��� • \\ ° I 1 \ - �. CL TM E a C �i� 1oe.o V l ��� . q I \� 115:5 1, \ 1 1 IE IN 1 "3 1e OUT 1o3.z - 1 I / { CL "TYPE A CO. RIM 11 --�=R 1 ' 5� / \ I 1 I 2 ` IE IN 104.3 IE OUT 104.0 @� ° �v/�i m % /, \ ` \ � i a� w e d 0) � ��R, M � o i y :.,1 �j �� /� gy r , �- - d 7..10 1 v 5 .; 99.3 A 0. �o 1 ° 1�"R . ` G ° . n I �� p .� \ , .�y \\ �S /�. g r N79 3 /� � J \ PAD = 111.5/11 D. 5 1 a L TYPE ���^ V p ! `° A HDWL W 4 X10 1 4 TON RIPRAP o / �� l �' �" \ \ \ \ i ; ' °oo °� 1/ 1 W/ z 0' THICK FILTER BLANLET f�I CL TYPE A CO. R/ 6.2 .rte �7 � I ��) ! r". ," v�, yf/ / FNr `�`\��I / / 4 "Q t " 4 { ` 1 , "� L IE /N 102.85 /E �iQ2.55 PER 57D DWG D -40 IE 102.0 t J EXISTING GROUND \\ / / • ���" �% PAD= 112.0 110.0' 11 \ FINISH GRADE �•. ���/ i s�RS� y \ ` \ \ AOtO / 1v 27.00 I 24 RCP ®2 ",,,,"_' • ® o I z W/ 60 � AVER. Y 2 11.-1 •s � o Olt PAD / 12 \ \\ 1 �\1y� . 111 l2 \ / ® ® ® ® v " \ \\ \\ \\ � � NO SCALE NO SCALE C1;1 HP SECTI W SECT I ON TYPICAL E FAIL \ / 1 y� 3 0' EASEMENT PER DOC. RECORDED - 30' PRIVATE ROAD AND UTILITY •J 4 "h ' ' ' J S `'6� \ \ \\ \f ®5 \ I 1 4-7-64 AS FILE N0. 6.2581, O.R. \ GRADE AREA C� SCALE 1 m • Q gOFESS/O N \ TO DRAIN i,a � G �pS E. Cp f CONNECT PROPOSED -... \\ ®J r-•. O.„„ BROW DITCH TO EXI577NG \\ - z CONCRETE DITCH / \ - _ m v 40 0 40 - - - -- - 1 120 * Exp. 12 c 3sns � /31/0 GRAPHIC SCALE � T9rF OF I CAl1F \ \ \ \ ca r \.. DESIGNED BY DRAWN BY CHECKED BY QPPR ®VACS E N6f16�'ue ENGINEERING DEPARTMENT DRAWING NO . Iw' REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT JK LCD DEL R ul U1 � 2 oC -0073 CHIS So. TOP OF HEADWALL W/ STEEL PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED P PAD GRADING AND EROSION CONTROL PLANS FOR; ?a, �•� FN PST - SW COR. INT, OF EL CAMINO DEL DATE: 9 v = ' NORTE AND RANCHO SANTA FE ROAD. 23' WEST HORIZONTAL AS N ! J 1 - _ R. C.E. N0. 39726 BY. BY: 191® Awe 14 ✓'I ! �� • , s/ OF RANCHO SANTA FE AND 60 SOUTH OF EL CAMINO DEL NORTE / 1 9-1e- CENTERLINES. A R 6 EL.= 119.476 DATUM: U.S. C. G.S. VERTICAL _. /A APPROVED BY. DATE DOUGLAS E. LOGAN do 12 -31 -01 DATE: 2 . -. EXP. WORK PROJECT N0. CITY OF ENCINITAS TM 91 -198 SHEET 2 OF PER GRADING PLt1N 5377 -G' SEE OFFSITE LETTER OF PERMISSION TO GRADE BY LOIS MARTIN DATED: - -- S A,P.I\L 254 J6 - V J r`1 1 � 1� 1���r� p 1 �.�, - 10 2 89 _- BD— 91198 SU1 L r"w TRAGOTMAP `\ ® } i x l 1 I ✓ HP la P41; , 0 " 162.0 ` HP / o� \ ' 120.0 7 I �o HP po �; J r l l�lr�> 1\10, 848 I 141.0. i F A1\l�> -lJ LA S;' HP �l�l �ll�ll lrl N r26.a o H 'y. , 11 P . O HP i - s � 174.0 HP 5„ 1 Qn r . , e ��- HP J c c � o o , o c 0 1 l , HP CD 1 n , 5 Y<� Cj DDI1°I ®[VAT. NOTES ���� o Lu _ ,• 1. JUTE MATTING, HYDROSEEDING, OR APPROVED EQUIVILENT TO BE INSTALLED ON ALL EXPOSED SLOPES } _ f� HP �. Or 5 2. TOPS OF ALL SLOPES TO BE DIKED OR /� `r' ' n X 111.5 • / / <} TRENCHED TO PREVENT WATER FROM FLOWING OVER THE CREST OF SLOPES. ^ Fa 3 BAGS HIGH (MAX.) l4 ri / LLJ / \ HP 112.0 ✓rya NOTE: LOWER BAG ROW TO BE SCALE 1 40' BURIED 6" UNDER GRADE. - - J L W t3� TEMPORARY SAND BAG 40 0 40 120 � Z CHECK DAM GRAPHIC SCALE QRpF ESSIOiy .a' � tf,� NO SCALE ���° ��Ns E. �o � ��, ; z w C 39726 ^ / * Exp. 12/3101 � ` CIV1 p� / P / f OF ck0 Vi S- ION l j0. #A 1vol D IGNED BY AWN B CHECKED BY MIL APPROVALS INT ENGINEERING DEPARTMENT DRAINING NUJ. REVISIONS APPROVED DATE REFERENCES DATE OC -0073 CHIS. OF HEA W/ STEEL SCALE COMMUNITY SERVICES PL A S PREPA LCD DEL Y D UNDER THE SUPERVISION OF RECOMMENDED APPROVED PAD GRADING AND EROSION CONTROL PLANS FOR: FN PST - SW COR. INT. OF EL CAMINO DEL DA 7E; 5L SUM ' �� ,- NOREE AND RANCHO SANTA FE ROAD. 23' WEST HORIZONTAL AS NOTED f // ! C 1 ` ' Q OF RANCHO SANTA FE AND 60' SOUTH OF EL yjA > _ R.C.E. N0. : 39726 BY BY. ^L CA'MINO DEL NOREE CENTERLINES. l o EL.= 119.476 DATUM: U.S.C. & G.S. VERTICAL N/A APPROVED BY. DATE DOUGLA E LOGAN EXP 12 -31 -01 DATE: ��'!�''� WORK PROJECT No. CITY OF ENCINITAS TM 91 -198 SHEET J OF 3 rr 9' - �- ��� � JJJ���I�J�J�Y J.�IJ. 9 3-21 1 - IMPROVEMENTS rll�rl �- -;� W r o, ; c ,�r rY� \C � I r' � D TM- - 1.98 r-) � /y � h ((`) 02 J 1 �J ��1 )�IJ f� !'l r�J� ✓T �J �r'J:a ��l ✓���J I rI J x .- -. C) 1 J ��JT�I� � �Ja �J �.��i q PER 91- r Jr,� Jr �� DWG. N0 5275 - G _ - - - -- — ✓l a / OVEMEN TS 1 CONTINUATION OF IMPRO R _ _ - -' N SPACE ROSE PER 1 DESERT _ ALONG y . ° x' -''' sEMEN DWG. NO. 5377 -IR T E / I I � { \, �� � FADW Y •�� 1 SCALE 1 40' ipJr L J r JJ fvJrl F ICI J, J � J W � �' I, � c? �? 10, I od � / P / / • , � I FLOW4GE /dPEN'SFfACE ° I I A p� 4,v ; I /� \ g°. E F;rll\Jr'r1J I rl rl\JCJI\JJrrl � / 48.0' �� $a,� 0)h 4Y.B` l6.p 920 h Z LEGEND J W �.A"f� O i �/ 'Da STORM DRAIN = = = j""'� X0 ^ a 9 � / f, / STORM DRAIN INLET PHONE /CABLE TV PEDISTAL © �!/./ ^ �M ®� / � -- -- — - -- — LUJI SDG & E TRANSFORMER TO INTERSECTION OF FIRE HYDRANT �- ? � 14TH STREET & 'C' STREET �� j / • SEWER LATERAL � . h � )�/ � �"✓ I ,"" WATER LATERAL JOIN T TRENCH y�AON Tp - \ / /I. \ \\ V/4 :11. ! / / l (GYP) L O 1 9 (EL ECTRIC /GAS /PHONE /CABLE F �sT �F� �`0 - - 110.0 MAILBOX (NUMBER OF BOXES) Q 9il R FC d o Q I i A do PAD 114.0 1tl0 l?7 LIMIT? XXXX STREET ADDRESS r 0 O W V� \ I S , ( • \ \ / / l ` l 2 -RAIL RANCH STYLE FENCE _ — _ AC PAVEMENT / I `J , I I / / E 0P EAS h SHEET FLOWLOT PACE LL] 8 I I / "� � ;.: y � � � ' RrCREATIONAL TRAIL CONCRETE DRIVEWAY RANCH RAIL C C r�� I I ,• ®1% MIN ICJ CREEK ,OVER EXIST. SEWER RCENT SLOPE 5 <r - _ ash I p r ( EASEMENT W RANCH ( PE ) �TYP) 1 SIDE C �\ •,:" r'I ::8; '� � 'OW,4QE/OPEN SPACE RAIL 80TH 31DES E ASEMENT , —F 1 7 0 EXIS77NG 15' 0 I w I . I SEMEN � I • o / o \\ NNOTES 1. NO YARD FENCE IS PROPOSED. VA �,, 2. INDIVIDUAL LOT GRADING HAS BEEN PERFORMED PER ENGINEERING PERMIT 5675 -G. PLEASE REFER TO GRADING PLAN FOR QUANTITIES, FINISH GRADE CONTOURS, OUTLYING TOPOGRAPHY OF THE LOT, WATER ��� \\ I \�,y 111.5 FLOW DIRECTION AND DRAINAGE FACILITIES IMPROVEMENT. 3. NEW IMPERIOUS SURFACE AREA: J 1 �h� / PLAN 1Ro 10. , BUILDING DRIVES TOTAL (SF) PLAN 1 I �P LOT: 1 2925 1500 4425 2 2950 1220 4770 PLAN 3 j � 112. L - - -- J / I \ I k,,' FF= J I ` - ,0• ` 3 2925 1500 4425 4 2950 2430 5380 5 2800 1385 4185 /� I \ \ ' ) _ LOT 8 I I 6 2950 2025 4975 7 4400 1900 6300 J ` 1 ' FUTURE PERMIT NOT A PART r v � r �� ^ v \ "�� AD =112.0 110.D I 4 7 Ni 10 2925 1230 4155 \ 11 4400 1450 5850 1 PLAN 4 1' 4. ALL UTILITIES SERVING THIS SITE ARE TO 8E UNDERGROUND. ? �✓ PLAN 29 - - p'( 0 8' OPTIONAL RECREAT)ORL 5. ROUGH GRADING APPROVAL OF 5675 -G REQUIRED. \ p91 S � /� �� � � �' SO �jC�` I `TRAIL ALIGNMENT 6. PAYMENT OF FLOOD CONTROL AND TRAFFIC FEES REQUIRED PRIOR \ SN�� llA��RO`� 0 / Z TO FINAL OCCUPANCY AND FINAL INSPECTION. v " \� \ ®1zid, / ' 8' RECREATIONAL 71 � C TIPICAL HOUSE PLOTS �� ���� PN I���- /`. ALIGNMENT OVER EXIST. SEWER EASEMENT LJ 7. PAYMENT OF SEWER FEES REQUIRED PRIOR TO BUILDING PERMIT ,' ' - L ~ ISSUANCE. � � � � I ,.- �� " = CONTOUR INTERVAL = 2' GRAPHIC SCALE 40 0 20 40 60 160 Q /p� ( IN FEET) E. 1" a 40' � CJ P L�� • Civil Engineering p� 9 c CONNECT PR •Land Plannin OPOSED s g a y BROW DITCH TO EXISTING �' z 91 • Structural w . 12 12/31/31 /01 ° Surveying Exp. m SITE DRAINAGE AND GRADING PLAN V / \\ T cwiv ��P 132 N. 0 Camino Red, Ste N •Encinitas, CA 92024 qrF of cm-0 � OL/VENHA/N MEADOWS — T.M. 91 -198 Phone 858- 756 -8696 Fm( 858 - 756 -8698 r I q H K ENGINEERING S ERVICES DEPARTMENT DRAWING N0. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT AJK ' LCD DEL APPROVALS CIIYOFENCINRAS 77 K37156,7 •).k.O,g OC -0073 CHIS. SQ. TOP OF HEADWALL W/ STEEL PLANS, PREPA UNDER THE SUPERVISION OF RECOMMENDED APPROVED PRECISE GRADING FOR: FN PST - SW COR. INT. OF EL CAMINO DEL ` l r' pgTE; 0 - T ° ®t 5675 —G t NORTE AND RANCHO SANTA FE ROAD. 23' WEST HORIZONTAL AS NOTED l / '' .. T.M. 91 -198 OF RANCHO SANTA FE AND 60' SOUTH OF EL R.C.E. NO.. 39726 8Y. BY. CAMINO DEL NORTE CENTERLINES. N A DOUGLAS E LOGAN 12 -31 -01 DATE: EL. = 119.476 DATUM.• U.S.C. & G. S. VERTICAL / EXP. WORK PROJECT NO. CITY OF ENCINITAS TM 91 -198 SHEET 4 OF 4