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1990-285 G (Plans) B. NOTN4CATIONS D. LMINSCAPM LJtAlIND STANDARD A. GENERAL 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS PROPERTY BOUNDARY DRAWING STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO 040NITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN EXISTING UTILMEB EXCEPT AS BHOWN ON THESE PLANS, HOWEVER: IRRIGATION STANDARDS. EXISTING CONTOUR « - CONSTRUCTION STANDARDS OF THE CITY OF 04CMITAB AND THE SAN DIEGO 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THE CONTRACTOR IS REQUIRED TO TAKE DUE PAE:CAUT *NARY MEASURES TO PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK GRADED BETWEEN OCTOBER 1 AND APRIL 15. EXISTING ELEVATION REQUEST FOR INSPECTION. SITE. IT IS THE ODNTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING 2. THE SOILS REPORT TITLED '8011.8 INVESTIGATION FOR PROPOSED BIGLE OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, E. EROSION CONTROL FAMILY RESIDENTIAL LOT PARCEL 2, MAP 11513 ENCINITAS, CALIFORNIA' VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF PROPOSED CONTOUR PREPARED BY KETCHUM ENGINEERING, INC. DATED MAY 19, 1966 SHALL BE COMMENCEMENT OF WORK: 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ERIC DAVY AT (619)238 - CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE 3800. DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS SEWER (LEUCADIA COUNTRY WATER DISTRICT) 14XXM22 -4133 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE PROPOSED ELEVATION CONTAINED IN SAID REPORT. SAN DIEGO GAB A ELECTRIC 1400444 4133 AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY Cur 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, WATER (OLIVENHAII MUNICIPAL WATER DISTRICT) 14004224133 MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS PACIFIC BELL 14XXM22.4133 FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS DAYLIGHT LINE Flu WITHIN STREET RIGHT-)F -WAYS. SEPARATE APPROVALS AND PERMITS FOR CABLE TV (DIMENSION CABLE SERVICES) 14100422 -4133 EMINENT. THESE SHALL BE REOUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFFMTE GRADING. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR APPROVAL OF THE ENGINEERING INSPECTOR. BLADED SWALE 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO TO BEGO04M ANY WORK ON THIS PROJECT. PHONE: (619) 946070 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION PHONE: (611) 944.5070. ALL WORK PERFORMED WITHOUT BENEFIT OF RUN-OFF PRODUCING RAINFALL. PROPOSED OONC. DRIVEWAY G-14 EXISTING PRIOR TO GRADING. INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND C. GRADING GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. PROPOSED FILL SLOPE (2:1 MA)) REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY SURVEYOR. 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUAUFIED SOILS PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. PROPOSED CUT SLOPE (2:1 MA)Q f I DEVICES, 94CLUDNG SHORING, AND SHALL BE RESPONSIBLE FOR EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BM2(RLL.S AND 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED PLAN SHALL SE INCORPORATED HEREON. STANDARDS, LAWS AND REGULATIONS. AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM CONC. BROW DITCH D-75 a� e. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (M4 MILE OF A COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN END OF EACH WORKING DAY WHEN THE FIVE 0 DAY RANI PROBABILITY COFFEE BLOCK RFT: ma .ITY RECOGNIZED HOLIDAYS. ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL FORECAST DOCEEOS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED BE REMOVED AFTER EACH RAINFALL. USE. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90M COVERAGE) PRIOR TO 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO NOVEMBER 15, THE BLOM SHALL BE STABILIZED WITH PUNCHED STRAW PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT SPECIAL NOTES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES OF CONSERVATION. TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS 1. ALL AREAS DISTURBED BY GRADING SHALL BE PLANTED WITHIN 60 DAYS OF THE PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INITIAL DISTURBANCE AND PRIOR TO OCTOBER 1ST WITH TEMPORARY OR INSTALLED. 29LAINGROMEL99ROWAU PERMANENT (IN THE CASE OF FINISHED SLOPES) EROSION CONTROL METHODS. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL I, E. N. KETCHUM, A REGISTERED CIVIL ENGINEER N THE STATE OF CALIFORNIA, SAID PLANTING SHALL BE ACCOMPLISHED UNDER THE SUPERVISION OF A BE PLACED N ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL PRINCIPALLY DOING BUSINESS N THE FIELD OF APPLIED SOIL MECHANICS, HEREBY LICENSED LANDSCAPE ARCHITECT, SHALL PROVIDE ADEQUATE COVERAGE VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY CERTIFY THAT A SAMPLING AND STUDY OF THE SOILS CONDITIONS PREVALENT WITHIN 90 DAYS, AND SHALL UTILIZE VEGETATION OF SPECIE8 COMPATIBLE WITH THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES SURROUNDING NATIVE VEGETATION, SUBJECT TO EXECUTIVE DIRECTOR PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL SE REMOVED TO SUITABLE APRIL U. 1988 AND MAY 19, 1988. ONE COMPLETE COPY OF THE SOILS REPORT APPROVAL. FIRM NATURAL GROUND. THE EXPOSED 801LS SHALL BE SCARIFIED TO A COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED DEPTH OF r AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND GRADING PLANS AND CERTIFY THE RECOMMENDATIONS INCLUDED IN THE SOILS COMPACT THE FILL N STRICT ACCORDANCE WITH SPECIFICATIONS. REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE G PLANS AND 4. CUT AND FILL SLOPES SHALL BE, CUT AND TRIMMED TO FINISH GRADE TO SPECIFICATIONS. PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND /A IM N K E T Z PARCEL LE GAL D 2 O A F PA MAP NO. NO. 11513 CE TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND SIGNED: ��' -��' ORDERLY CONDITION. ALL STONE, ROOTS AND OTHER WASTE MATTER RCE NO.: ti 3 G EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO EXP. DATE: o. CE 26267 BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND i Exp. 3/31/9 ; ASSESSORS PARCEL NUMBER TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING Q 259.190.75 • ORDINANCE. 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE EN 4 � Of CALF COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE OwNER/PERINTTEE CONTRACTOR 80 AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A ERIC AND CATHLEEN DAVY NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL DECLARATION OF RIIISPONSMLE CHARGE 1133 COLUMBIA STREET, STE 202 OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER SAN DIEGO, CALIFORNIA 92101 AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCIM RESPONSIBLE CHANGE OVER THE DESIGN OF THE PROJECT AS DEFINES IN SECTION 6700 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF ENCI(TAB IS OONFINND TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ENVIRONMENTAL REVIEW NOTES SOWARDS AND BROWN ENGINEERING, INC. 1. EARTHWORK QUANTITIES 2157 NEWCASTLE AVENUE, SLATE 20! CUT - 800 C.Y. CARDIFF BY THE SEA, CA 911071 FILL -100 C.Y. EXPORT / IMPORT - 700 C.Y. BY TE - 7 t\ �°( O 2. STEEPEST EXISTING SLOPE WHERE THE PROPOSED GRADING IS TO OCCUR IS RANDY R. BR RCE 38190 50!1 AN 3. MAXIMUM VERTICAL DEPTH OF CUT IS 9 FEET. Z MAXIMUM VERTICAL DEPTH OF FILL IS 3.5 FEET. 4. VOLUME OF CUT 21.600 FT. 3.1 FEET AVERAGE DEPTH OF CUT J AREA OF CUT 7,000 FT. VOLUM ENC /N /rA4 E OF FILL 2700 C1 .3 1.6 FEET AVERAGE DEPTH OF FILL 6LU0. F�O�t J AREA OF FILL 1,700 FT. Q �I *rE 11 o f oPn(tc...� C W C wetAllT Y M4 a z V , �l aw0i/N/TY MICLONAW qF rM61Vr ,,, W Cn C� Z REVISIONS APPROVED DATE REFERENCES DATE I MAW SCALE SPECIAL DIBTRCT APPWVALS CITY OF ENCINITA8 PUBLIC WORKS DEPARTMENT DRAWING NO. W Q 4940 MO &TAiCHA'MN K: PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP, OVED ~/� pr•AN FOR: MOC7NGKTNH/E4rfi'fGV PIYOR��PTf MORI20NTAL / l�� DATE lkx BY: C• ��r BY: 0�f5•G e6wWx- rOP of 3/A 0 leew P /PE. CI EM;/ EE9 GZ4 V Y RE'S /DENCC 44610+1W EGE(/ /OO.QO VERTICAL A10" RAit/0 R 64 10 R.C.E. NO.: /� D *TE: (06 -10-49) DATE: 1QrJ ENGINEER EXP. W RAT -W.CE WORK PROJECT NO. SHEET / OF A Joe N0 40 -000/ t j t 1-iii' tit t p :.. _IIIIIIIIII IIII Jill (o to eo Jill / //ff/ . _ _._... _. _ r ✓ - __._ _._ ._ _ _._ .__. _. �- -- -�-- . T - kbp " � i 1 - .._.... .. -.-." _ ✓'° : ^" ter` r•' >,.r" .'' ; ' 7V 4 Ps.. -•.. �._. �^' _ ,r� �� ....- � � . ✓ "�' ~✓-' ter '. ~„ ~--"", l ". � r,, � � � ��R EE WQ ..!/� /f� 'F/�,,,r.,..." ' 'r ,/.'. / /!/ •/ ' j% a OY _- .� ✓ (fie � � � � ! � ' r -,~. -` ,-'' / / � % J � ` 5 I / �� �� t � 3/ B'T1/C �l � � �Oa //J � �� -..�� r�� y VA � �/ � � �� /NTEl1� /A•>' J r r ; � ,% i �� /r ; j ( UPE r4C Ra�N `r /o S I } _ /S �6`r �� SL E 1 1 % ✓ >r� T/ONl t + �� l �; 'n � � QOI // / / � �' ✓� r 1 p, � .(1 \ \� J � � k D' (,vTE910 eoN47*,f0e io lit, 1 pct i ~'� -° �� yy"r Vj W / ' ( f j [ ;' 4Li PowAlli i� BE REMOVED (/ ST /O PIS' /(/ TE I II ` ai \ a x LON4TRUCTION OF OFFEC v ��/ ♦ Q / M£N i �� 1(71 ( BLOCK RETA/A/IN6 INACC U. OPE CE d�Ep RE�TR /Ck /O �45E�T 9 v \ .,fly- �. 2 //4- SEE \(Oi° TG/ /Ur °- .f'ggo EABEy/ ` . ( p` ` � \` � ° N F1' /0 -• " -a,.. y � / , b � � L_ , � � `� � 1 i �� ,`` ,� �` 4 �D� , 0 � \ ��j / \� k FCC 1141 - Sil l raloe Q I 1 \ tt l ��• 10�' a I oar r A � O/ H PE O- 7.5 FG ROa0G1/ /NO. E�4G A,fG. (2" J ✓`` FIL��I/O.B /- BG73.�ECORO rn w 2 t J j j J }{ � i tt111tt!!1 � r � 1 i 3 } ti 11 1 1 1 _ G • 4 ` I � A V \ \ tzw4r c o /TGV Evg9 CCIj�J 6. tm \`� H CO1/4r CONC- 8PCA4H 4,cWM by / u \l ell �C 60 eaw LOFFEL� E/A/ t RO T CR /B Orr 5Y4TE (REFER TO $ `" CONBT CONC. OR/UEW4Y P - 4MeleTURAL OE*'L4 AS ' ' �pfESS/p W I 0001 ON.SNEET4 �� ��� R• BROW � �.•.... NOTE: Q �?vRnEO scams SEE ,4A[ucAnoNS PRou /OED er PROP06E08 "PVC SroRM�A /N m" LOFFEL RETA(N(G WALLS FO 36190 z R W No. P1 i f ? / G1//BEIiELEO ENO „ `�„ CONSTRUCTION OF LOFFEC °a ExD• 6 -30 92 u BLOCK REIA /N /N6 MALL.� (n AT CGWC. 4Ptf01V - CLWl90r//6CQGl�O4WC µ� W (n SEC NOW q -Q 49 T /ON B -6 Z w Nr4 A/T.4. 10 CO Z 0. REVISIONS APPROVED DATE REFERENCES DATE MARK SCALE SPECIAL DETFYCT APPRIOVALS CITY OF ENCINMA8 PUBLIC WORKS DEPARTMENT DRAWING NO. W Q AssOnnEV aENCHMarsK PLANS PREPARED UNDER SUPERVISION OF RECOMME ED AP ROVED GRAD/N!, PGAIV FOR mi NORTHW657EWLY 0"Il RfY COffiver. _ `Z t \9 `� UG 8 V HORIZONTAL -/� DATE BY: BY: 04V Y RE'S /DE'NGE TOP A� �'a" IRON P /Pe• C/ Y ER/G /VEER NONE R . 3G(O 0- A�.A61-4044i A61-4044i E[.EV. _ !00.00 RANDY BROWN NO: GATE: t' /�O DATE: ►n/ VERTICAL ENGINEER SHEET Z OF Q EXP. /30 R'6.f. R.G.E. �• WORK PROJECT N0. 90-001 SCALE rll.10 yl ! M /S e35 e m -'_ TW IZDQ tW fll°s � �� � II ° fW (!(05 li r/s E 1101%f 1 1 ` \ �j x " / � / \ C` ' E S T OEE�, RE6TRf / � I /SP T / to Q �� �� •� 6 y6. 9 9 II FG tD�� °o.,G'' _ p . \ gyp �i ` TW /22° 1f / - i EXrsT o o X cA ` 0 1 / \ 1, — OPEN $PACE OEEO RESTR /LT /On/ -. 1/5� v �QQ f 711//20 EA�4EMENT flit, C U/ /GYv° 0 P \ \ FG l /5L �P� ! � 3 ORd /N P/P TE F IOZ D ` � C l �\ �. t' 1� E @ q 1 ° . j am . " q(p J� ` /liva I I l �,niy 146 _... _. -�.. 7R � � \ - t -- - ,,...�(.. t ce �A 7 �6«:' k .., o R /U9TE \ 'o F(, (OP- tu/ l0l0� V .. K \ \Q�' \�� x i ___ _ '`'..- •., »^° -. - . m _, _, -, j � '�i qo� ll8 0 •,;,,:,� :. ..___.. r wlw — oF, ��D �� �' FG /o2k I FCC /l4Y b � __o- - a 114- Y4 ! gal � A, ! OF r /< �w EXIST PR /(/�JTE ROAD f ! 1 / UT /C /TIES EASEMENT f'A, " J I � i r i _ \ /V !G 7.75 W :_ WT W 44 V 4tE l �$ 94 I /-0 M/N �\ 5 TREE T W I Q �_ - fCAL STORM : * P 77 z R � gq €'O TE co aa '' � (f� Z I, w•. " /Y0 S t �,. .. LLJ W W ICJ Z � z C�L70 Z T DESIGNED BY QRAWN BY 1 CHECKED REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING N0. W Q I� A55c1ME0 BFNCNMdRK c -- - -- P�ANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP OVED EROS /ON Co/vrROL PLAN FOR: MzT NTN ORWE57ERLYPelweFR7YCORNEK . HORIZONTAL �/! (0' -�?__ DATE �I�i O BY: P,�P.w�,� BY: 0 4VY RES /DE�I/CE � TOP OF �'4 " IRON PIPE. 3� - - -- ... . _ — 0� O DATE: VERTICAL / A�✓SUNIEl7 ELF/. _ /OU.Q'J RANOV BROWN RCE NO DATE: � NONE ENGINEER EXP . %l 3 o� Q 2 ,"_E. -R- C.E. - WORK PROJECT No. 90 -00/ SHEET 3 OF 4 ! l ' 1.s � 1 = 11.3 max. 1 4QPboting Detail ` 1 Geogrid Aei - foc-o it Schedule ��.� is.. Q N H 3t 2 t4 Grid N Type Q=Ve frva trop H t 1 85-2 1 0.82' H max = 8.5 ft. >fticr �► H 1 2 3 3 "" 8 4.73 D = 2.0 ft. " B = 2.5 ft/ 4 10 5.85 " 11 5040 h = 0.13 ft (105" 5 ) e b' _ 101i ft. 6 " 13 7952 - - - " 3 t = 8 in. tYp• 7 14 8006 - - -,. - L & H bars : _ i�4@ 12" O.C. both 8 " is 8064 Ys tYP• D 4 4 Grid Length 10 " 17 9 075 16 9o20 ' D L = 1.09 H 11 " 18 10031 B 12 " 19 10087 1 3 " 20 11 "43 `` D = 100 ft, B = 200 ft0 h = 000 ft. b' : 0036_ft0 17 t�l IVES. rr Q.Loffelstein precast concrete units installed per Loffel Retaining Halls, Zno. 1 specs. Fill in/between units with on site sandy soil, hand tamped Into place, ® Footing Detail no compaction tests required. Wall can not be built steeper than dow NO►IES: . Q Place non-woven geotextile filter fabric (such as Mirafi • 140N or equal) behind � �felstsin precast concrete units placed per Loffel Retaining fills, Vie. �. exposed units to retain fine grained soil that may pipe through pervious wall. Fill in and between units (leaving rails exposed) with on-site sang soil, hand 30 Place first exposed course with } to I inch gap to the Course lip abov e to aUa+ tamped into place (no compaction tests required), wall movement to generate active earth pressure. 0 Place Twwar geogrid as specified in Geogrid Reinforcement Schedule as horizontal ® Pbundation soils to be reoaapncted fill soils per soils report. Pboting coemaeto layer slightly tensioned befom compacted fill is placed therson. All fill to to have 28 day compressive strength of 2,500 psi and 40 Grade rebar0 be x 1p tad to a minimum of 905 of ASH D 1557 test procedure maximum dry density. Grid may either be wraped around front face (behind Loffel units) and lapped 5 ft. Q Backfill soils to be-on site sandy soils compacted to 905 of ASI4 D 1557 max, or grids may be placed between Loffel unit rails IF sand is placed above and below dry density grid on rails to achi" friction assumed in design. © Place a subdrain, as directed by the Geotechnical Engineer in the field based upon r . field conditions (i.e. bsdr+ock joints). Direct 2 inch dia meter solid outlet pipes WAIL 0CM11 4 throught (between) Loffel units as necessary to hold a 25 grade on all Pro- y T teat all subdrains with geotsxtile filter cloth (such as Mirafi.140IN o �qal). Nr ® Fwtinq conarelte ahall have a minimum 28 day compressive strength of 2 psi and use 40. Grade deformed reinforcing steel. watt omit `B' Nre. LLJ Q Z RC 'Af, s No. 25370 �i (n W � *� e.o 3 -)i94 it W W LL Jj CIV11. Z \ 'yjf OF CF,U (D 0 p �� 1 � Z 0 REVISIONS APPROVED DATE REFERENCES DATE BC NCH MAW SCALE 8PE XAJL T R c ,3,e APPM"ALS CITY OF ENCINITAS PUBLIC WORKS. DEPARTMENT DRAWING NO. W Q 4444 MWAMAK PLANS PREPARED UNDER SUPERVISION OF : / RECOMMEND /Q ED AP OVED 6RA0fNG PCAAI FAQ A•IO4r #4Mfrx/wawtY AwpvA7Y CQ�fiia'i!. HORIZONTAL NON DATE : � � BY: �� C BY: nor 4w A 1AVN AVF. Y A441ME0 ELEV. 00 .00" 4 N � R.C.E. NO.: AM - F NEE oQ 7 fP 3/oENCE VERTICAL NONE tfOM *r 8 �Gi�sERr, DATE: lo�/t� '4'o DATE: -M340 ENGi�/EER EXP. 9LjW R:&Er -R6f WORK PROJECT NO. W-001 SHEET Q OF 4