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1998-5521 G (Plans) e� WORK TO BE DONE A. GENERAL C. GRA DING ENVIRONMENTAL DATA: Earthwork: 1. All work shall be done in GRADING PLAN accordance with these 1. All grading shall be observed and tested by a 1) Steepest Existing Natural Slope On -Site = 50 $ Cut = 950 C.Y. -� plans, the standard specifications for public works qualified soils engineer or under his /her construction, the design construction standards of direction. He /She shall observe and test the A R C 0 2) Maximum Vertical Depth of Cut = 5 ' Fill = - O - C.Y. the City of Encinitas and the San Diego area excavation placement and compaction of fills and P regional standard drawings. Any changes or backfills and compaction of trenches. He /She shall 3) Maximum Vertical Depth of Fill = 0 Ilgmeft /Export = 950 C.Y. revisions therefrom shall be approved by the City submit soils reports as required and will determine ENCINITAS BOULEVARD & SAXONY ROAD 950 C.Y. x 27 g p y quest for inspection. the suitability of any fill material. Upon Engineer prior to an re P completion of p grading operations he /she shall state 4) Average Depth of Cut 2. The soils report titled "Submittal of soil testing results for the Arco service that observations and tests were made by him /her or ` /'.. Q S. F. station located at Encinitas Boulevard and Saxony Road, Encinitas, under his /her supervision and that in his /her California" prepared by BBC Environmental, Inc. dated April 1, 1998 shall opinion, all embankments and excavations were roved C.Y. x 27 constructed in accordance with the a be considered as a part of this grading plan. All grading shall be done in pp grading z 5 ) Average Depth of Fill = _ _ O - accordance with the recommendations and specifications contained in plans and that all embankments and excavations are o S.F. said report. acceptable for their intended use. A WC SITE ro 3. Approval of this plan does not constitute appr 2. The contractor shall properly oval p p y g rade all excavated of sizes, location and t drainage surfaces to provide type of g facilities positive drainage and prevent nor of improvements within street right -of -ways. ponding of water. He /she shall control surface P 4 7 to adjoining properties or Separate approvals and ermits for these shall be water and avoid dams a oinin SOZL8 ENGZNEER•8 CERTIFICATE a required in conjunction with improvement plans. to finished work on the site and shall take I, pE vnr�S E .� /AfitLk'�� M.�a registered civil engineer in the remedial measures to prevent erosion of freshly NIT As State of Calirornia, principally doing business in the field of 4. Written permission shall be obtained for any off- graded areas until such time as permanent drainage site grading. and erosion control measures have been installed. 60 applied soil mechanics, hereby certify that a sampling and study of U the soil conditions prevalent within this site , s made by me or 5. Contractor shall take any necessary precautions 3. All areas to be filled shall be prepared to be under my direction between the dates - and S - 3 _� a'. required to protect adjacent properties during filled and fill shall be placed in accordance with One complete copy of the soils report compiled from this study, grading operations. Anything damaged or destroyed standard specifications. All vegetable matter and with my recommendations, has been submitted to the office of the City Engineer. Furthermore, I have reviewed these grading plans shall be replaced or repaired to condition existing objectionable material shall be removed by the prior to grading. contractor from the surface upon which the fill is and certify that the recommendations included in the soils report to be placed. Loose fill and alluvial soils shall VICINITY MAP for this project have been incorporated in the grading plans and 6. The developer shall be responsible that any be removed to suitable firm natural ground. The specifications monument or bench mark which is disturbed or exposed soils shall be scarified to a depth of 6" NO SCALE destroyed shall be re- established and replaced by a and then compacted to a minimum of 90 percent. It SIGNED: � registered civil engineer or a licensed land shall be the contractor's responsibility to place, �r Z�R9 �. 6 `d7 76 F surveyor. spread, water and compact the fill in strict RCE NO.: �`� c� accordance with specifications. 7. The contractor shall design, construct and maintain EXP. DATE: all safety devices, including shoring, and shall be 4. Cut and fill slopes shall be cut and trimmed to w No. CE 26676 responsible for conforming to all local, state and finish grade to produce smooth surfaces and uniform 1� federal safety and health standards, laws and cross sections. The slopes of excavations and �} regulations. embankments shall be shaped, planted and trimmed as directed by the engineer of work and left in a neat 8. Grading and equipment operating within one -half and orderly condition. All stones, roots and other F OF EN (1/2) mile of a structure for human occupancy shall waste matter exposed or excavation or embankment not be conducted between the hours of 5:30 p.m. and slopes which are liable to become loosened shall be OWNER•t3 CERTIFICATE 7:30 a.m. nor on Saturdays, Sundays and City removed and disposed of. The toe and top of all recognized holidays. slopes shall be rounded in accordance with the I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST 9. No grading operations shall commence until a Grading Ordinance. HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY _. pregrading meeting has been held onsite with the 5. All trees, brush, grass, and other objectionable AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. following people present: City Inspector, Civil material shall be collected, piled or otherwise r Engineer, Soils Engineer, Grading Contractor and disposed of off the site by the contractor so as to (2A 4Z,1 1 I ), DATE e Permittee. The pregrade meeting shall be scheduled leave the areas that have been cleared with a neat S1 tur with the City at least 48 hours in advance by and finished appearance free from unsightly debris. BARRY W. RIEN,INC. calling ( 760) 633 -2770. Approval of location of debris fill shall be 310 ENCINITAS BOULEVARD secured from the soils engineer and City Engineer ENCINITAS, CA. 92024 Tel: 760 - 753 -1000 10. Prior to hauling dirt or construction materials to prior to the disposal of any such material. any proposed construction site within this project DECLARATION of RESPONSIBLE CHARGE the developer shall submit to and receive approval D. EROSION CONTROL I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, from the City Engineer for the proposed haul route. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE The developer shall comply with all conditions and 1. In case emergencv work is required, contact 8 otrj PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS requirements the City Engineer may impose with 0 at - 7b0- 753-1ooc (phone No.). CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. regards to the hauling operation. 2. Equipment and workers for emergency work shall be I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS 11. Upon final completion of the work under the grading made available at all times during the rainy BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT permit but prior to final grading approval and /or season. All necessary materials shall be RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT final release of security, an as- graded stockpiled on site at convenient locations to DESIGN. certification shall be provided stating: "The facilitate rapid construction of temporary devices ate- ti grading under Permit No. 5 S2 1-6 has been when rain is imminent. performed in substantial conformance with the approved grading plan or as shown on the attached 3. Devices shown on plans shall not be moved or as- graded plan ". This statement shall be followed modified without the approval of the Engineering by the date and signature of the Civil Engineer who Inspector. certifies such grading operation. OFESS/ 4. The contractor shall restore all erosion control _ p QR ONq( B. NOTIFICATIONS devices to working order to the satisfaction of the City Engineer after each run -off producing rq y 1. The existence and location of underground utility rainfall. DAVID J. MAC ARTHUR ,C9, ° Na 12502 z m pipes and structures shown on these plans were - " OKO ENGINEERING, INC. EXP. 3-31 -2001 a obtained by a search of available records. To the 5. The contractor shall install additional erosion 23671 BIRTHCHER DRIVE j best of our knowledge there are no existing control measures as may be required by the City LAKE FOREST, CALIFORNIA, 92630 utilities except as shown on these plans, however: Engineer due to an incomplete grading operation or OFCAUF� unforeseen circumstances which may arise. The contractor is required to take due BY DATE 7 -9 -1998 precautionary measures to protect any existing 6. The contractor shall be responsible and shall take utilities or structures located at the work necessary precautions to prevent public trespass R.C.E. No. 12502 EXP. DATE 3 -31 -2001 site. It is the contractor's responsibility onto areas when impounded waters create a hazardous to contact the following owners of said condition. utilities or structures prior to any excavation, for verification and location of 7. All erosion control measures provided per the utilities and notification of commencement of approved grading plan shall be incorporated hereon. work: a. Sewers - City of Encinitas - (760) 633 -2780 8. Graded areas around the project perimeter must b. Gas & Electric - SDG&E - (619) 438-6200 drain away from the face of slope at the conclusion C. Water - San Dieguito Water District - (760) 753 -1145 of each work day. d. Telephone Pacific Bell - (619) 489 -3441 e. Cable T.V. - (619) 599 -6063 9. All removable protective devices shown shall be in f. Underground Service Alert - (800) 422 -4133 place at the end of each working day when the five 2. Contractor shall notify the City Engineer's (5) day rain probability forecast exceeds forty office 48 hours prior to beginning any work on percent (40 %). Silt and other debris shall be r this project. Phone: (760) 633 -2770. removed after each rainfall. 3. The contractor shall give 24 hours notice on 10. Should germination of hydroseeded slopes fail to calls for inspection. Phone: (760) 633 -2770. provide effective coverage of graded slopes (90% All work performed without benefit of coverage) prior to November 15, the slopes shall be stabilized with punched straw installed in inspection will be subject to rejection and removal. accordance with Section 35.023 of the Erosion and Sediment Control Handbook of the State of California Department of Conservation. ENCINITAS FIRE DEPARTMENT SAN DIEGUITO WATER DISTRICT DATE: �m d/ d' V 0Q--- DATE: l4zdcig NAME NAME REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT DEPARTMENT DESIGNED BY 1 DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. Jj!:r M 1TF /N .9 L / _7-2 5- LOCATION: INTERSECTION OF RR AND PLANS PREPARED UNDER SUPERVISION OF RECOMME_ ED APPR VED GRADING PLAN FOR: SEE F /�,E FORM /AA ENCINITAS BOULEVARD. S-du /LT /�E ✓ /3 / ©NS E HORIZONTAL , ° 2� 5 5 21 - G CENTERLINE WELL MONUMENT TOP BRASS � BY: BY: ARCO SPEC //IL /N5PWCroN DISK. i DATE ��� ZAA DATE: WJ 9 S f?EppRr VERTICAL N/A NAME DAVID J. MAC ARTHUR, RCE 12502 �?, G , ENCINITAS BOULEVARD & SAXONY ROAD ELEVATION: 71.386 NAVD 88 USG &GS LICENSE EXPIRES 3/31/2002 DATE: / 30- 49 DATE: 0 -�f PORTION OF PARCEL I P.M. 3037 SHEET 1 OF rS i J.N. 1998 -67 M N GRADING PLAN N LEGAL DESCRIPTION: N n THE LAND REFERRED TO HEREON IS SITUATED IN THE CITY OF ENCINITAS, COUNTY OF N x II A R C.0 vi SAN DIEGO, STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS: N ri ? - PARCEL 1 OF PARCEL MAP NO. 3037, WITHIN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, RECORDED IN THE OFFICE OF THE SAN DIEGO COUNTY FD. WELL MONUMENT PER 3 W� ENCINITAS BOULEVARD & SAXONY ROAD RECORDER ON SEPTEMBER 12, 1974. U' J J � PARCEL MAP NO. 3037) z a Z Z w Z o f PARCEL 1 IS MORE PARTICULARLY DESCRIBED AS FOLLOWS: II a ¢ O Z w X ° �z o BEGINNING AT THE NORTHEAST CORNER OF SAID PARCEL 1; THENCE SOUTH 09'48'57" w z EAST 193.98 FEET; THENCE SOUTH 68'37'12" EAST 12.00 FEET; THENCE SOUTH 1u I - 21 WEST 20.00 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF M M PARCEL ul ENCINITAS BOULEVARD, SAID POINT BEING THE BEGINNING ANON- TANGENT CURVE M It M �� 0� ` "'' " "' "' "''' " °"• 0 C NCAVE SOUTHERLY AND HAVING A RADIUS OF 827.00 FEET, A RADIAL LINE TO SAID �o, ry'� n POINT BEARS, NORTH 14'16'13" EAST; THENCE WESTERLY ALONG SAID CURVE THROUGH SIGN NO TRUCK v '��" �`t� Q Q.V A CENTRAL ANGLE OF 08'28'21" AN ARC DISTANCE OF 125.84 FEET; THENCE NORTH 0 10 20 40 60 C.L. CATCH BASIN WIDTH = 4' N 87'19'31" E 242.00 °`°� C N FACE 1.59 84'12'08" EAST 127.00 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE WALL W. NORTHEASTERLY AND HAVING A RADIUS OF 20.00 FEET; THENCE ALONG SAID CURVE m g 4G -� RETAINP L THROUGH A CENTRAL ANGLE OF 80'08'50" AN ARC DISTANCE OF 27.98 FEET TO A SCALE 1' -20/ F t E, OF POINT ON THE EASTERLY RIGHT OF WAY LINE OF SAXONY ROAD; THENCE ALONG SAID ! -� � 138 � "S- ` T ;. l/ EASTERLY RIGHT OF WAY LINE, NORTH 04'03'18" WEST 150.00 FEET; THENCE 1 136 WA[L " - � c� �S SVk LEAVING SAID EASTERLY RIGHT OF WAY LINE, NORTH 8719'31" EAST 242.00 FEET a / oeo 4� � .cs��`�d� ��Eyfra�r/E� ^ -� �3 / /92•e9 141.00 TO THE POINT Of BEGINNING. BACK OF WALK 5.49' W. OF P.. F \!� . r v a• �, w v rS CONTAINED WITHIN SAID BOUNDS, 47,292 SQUARE FEET, 1.086 ACRES. O SLOE ASE N y W W •y W Y �ti cn W y W N EXISTING TELEPHONE LINE v co - W . n A n NOTE: THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT. m '' W W r ^ NOTE: EXPORTING 950 CUBIC YARDS OF SOIL. y .V � � � EXISTING 8" V.C.P. SEWER LINE 7l' W � � � W iD N W V W W W W Z 2 " W LEGEND: �• " I EXISTING 4 HIGH PRESSURE GAS LINE J ` �' W +' ,� W .v } c o � � + °� � 1 22 y y W W 'o W W W O' W W W W W W W - 1' DIA. �.5 F� y s S. - NORTH WATER VALVE g � 3 W m 1.3' GUTTER S. - SOUTH c.c.z ti 6^ CONC. RB AL CU FIRE HYDRANT � '` \ 1 ` 1 '-� \ 4 EXISTIN AL F� 1 5 0 `� '� W - EAST De o m 57 " -0 '& ,� c.G.1 ��F 72.72' (0 V, W / W. - WEST PALM TREE 2' DIA. TYP. STI WALL TO AI 4 , ., 1 �.,. ,�,�N ^ry .� ., TYP TYPICAL 42' 7 ` \ DIA. - DIAMETER •,, .. / W 10 , P.L. PROPERTY LINE H GAS VALVE 1.2' DIA. BUILDING �� .,.RCE "1A � ��••���� �,;;�.::::. �•;:;.::; ;: N0. - NUMBER slcN 3.5' X 0.33' 3' HIGH 5 � W a A.C. _ ASPHALT CONCRETE 1.27 W. OF P.L.) m NEW WALL CONSTRUCT1aN NOTES 1 STORY BRICK BUILDING w ! ,�G R. - RECORD I D A M . W (HEIGHT = 13') \ 2 ��9��F� M - MEASURED ` `°'- (AREA = 1,929 t S.F.) , g C.L. CENTER LINE GAS VAULT .2'x5.5' TYP. R REMO V E EXIST. RETAINING WALL. 121.00 FG 120.95 FF / �• o o '` P.O.B. - PONTOF BEGINNING = = 5.9x' - lb ° CONSTRUCT NEW RETAINING WALL PER 57.70' ti 5 � FD. CONC. - CONCRETE y e � o� FOUND D _ _ o �/' W. FACE 9.67 W/ - WITH a- g (3 }CONSTRUCT 3" AC OVER 4" AB, OR PER ` 1 RETAINING WALL P. B. - PULL BOX Fri SOILS ENGINEER'S RECOMMENDATIONS. °❑ 120. - / 3 • E OF p'L. - FINISHED EXISTING i6" A.C.P. WATER LINE I r, 50 FG - FINISHED GAR FLOOR FLO ' � 4 CURB (5.53' W OF PL SAWCUT AND REMOVE 1' OF EX. A.C. � o �I F/ 3 ~ C 6" CONC. CU.. .. a TG TOP OF GRATE o � _ TS sp 5 F \.% INV - INVERT \ TC - TOP OF CURB \ ' A., FL - C.L. CONCRETE DRIVEWAY PALM TREE FLOW LINE I �j �> > �O� .� 1 DI - o FS - FINISHED SURFACE (WIDTH = 35) g tG? 4G Q 1. I DI INC , v m ryF� r F e \ \ �6 ��d o \ 4 - O TI TOP OF ISLAND �� ^1 � 3 X 6.5', m C 6" CONC. CURB 5.51' W. OF P.L. O O \ , 'S � �� \ \ W pRppANE TANK COVERED GRATE (1' DIA.) C.G.1 _ , z � F �� ms's ��\ \s O O O 4.5' HIGH) C. G.2 COVERED GRATE 1.2' DIA.) z L V ��� �S S O O EXISTING RETAINING WALL C.L. CATCH BASIN wlDni = 15' \ \ �� PROPOSED RETAINING WALL ooti F N � �� S \ m 0 X �^ C \ , F PROPERTY LINE GRATE INLET 2'x3' \\ '� (TG = 109.94, INV = 106.94) I ''' N E \ rye EASEMENT LINE 1 y �, Gj ENSTIN R PER OF l _► W W W W W W W W / /'� STREET LIGHT \ \ \ 0 q� .. ENCHTA MENT -SI �yl 6D NEW A.C. PAVING �/ / TRAFFIC SIGNAL P.B. (2'x3') -A .� POWER POLE N0. P29911 9 WIRES N. & E. 1 2 WIRES W., 4 WIRES S., 3 WIRES SW.) g Q 12`00 • MONUMENT SIGN (7.2, X " BENCHMARK: � , ti F5 � 3.5' HIGH m ^�� DIEGUITO NATIONAL BANK ") MONUMENT WALL N 842.0 r \ � o a �� LOCATION: INTERSECTION OF RR do ENCINITAS BOULEVARD TRAFFIC SIGNAL PULLBOX 1'x1.5' �� STORM DRAIN MANHOLE (2.3' DIA.) �� Q (V 12. (RIM 12396) 5 CENTERLINE WELL MONUMENT TOP BRASS DISK � f = CURVE DATA TABLE: G Oq�� 1 1 ° � C.L. CATCH BASIN NnDTH = ELEVATION: 71.386 NAVE) 88 USG&GS ti T o T 127 < wl EO Q S C1 A = 08'28'21' Z �\ m o G E G ;�° T ky �F� T _y�� q ^�y �z R 851.00 0 ` , ti _ 6 $ �q n/ 12. L 125.84' ° I G E °y° T �° / / ?' F T 63.03' _ �q FAT ?ze Tc r SEWER MANHOLE 2.3' DIA. S 45,6p• Z , G j� I G "`�,�6= C1 RS �G C2 A = 80'08 50 RIM ? ?f ^� ( Y � E R 20.00 8' DIA = MANHOLE (2 .) N 8 ^ 1 4.1 F5 G T � / W �G L 27.98 ip� W y I I E q F a -naq� T = 16.83' 1 BE ARINGS) O � 5 G � °� E to �F r 9 EX. CURB AND GUTTER 5 � c r \�4� /Z ' 8.50' rY •_ - w x 177.63• �� F�Niss/ EX. RETAINING WALL IQ > % Z ^' o w (777.60 R.) Z ¢ J O PROPOSED RETAINING WALL u O Z ° J ° j w II a •? �,fCES�SfO.VE� 1 ry ¢ a Z o p M i7 � J J J Q Z ¢ N z 3 Z o •� F5 c' i 05 ti " A.C. PAVING z w o 3 .° LAND AREA: r a rn S / a Q o n o o°w zG^ a 3 h a w m? a _ / �� NO APPARENT SURCHARGE 47,292 SQUARE FEET w w= z a ONTO PROPOSED WALL. 1.086 ACRES ¢¢ ow ¢ x / _ n d E J to U ti ° O 2 m 0 0• 2 M N �i/ tr a x Q u z n ti ° o a ^ z a NN w ° z w Wp h�U O= 4] v o i a w �¢ x J a n oz ? EN _ W �� Z Jg Q SECTI " NOT TO SCALE H J Q a N w 3 m �0 u 3 c� S N U 0 Q O •� U o w O ENCINITAS FIRE DEPARTMENT SAN DIEGUITO WATER DISTRICT (V ARIABLE Q WIDTH PUB LIC BOU m y o fir L r Q li o RIGHT OF WAY) YARD DATE: /� � DATE: � NAME o NAME a REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT DEPARTMENT DESIGNED BY DRAWN BY CHE KED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. /y IN 4 Z - 2j - f3 LOCATION: INTERSECTION OF RR AND PLANS PREPARED UNDER SUPERVISION OF RECOMM ED APPRO _ RADING PLAN FOR: ENCINITAS BOULEVARD. ARCO CENTERLINE WELL MONUMENT TOP BRASS HORIZONTAL 1' = 20' DISK. BY: BY: DATE: t f • L7• ff' �; -- DATE: 0117198 ENCINITAS BOULEVARD & SAXONY ,ROAD I - ELEVATION: 71.386 NAVE) 88 USG &GS VERTICAL N A NAME DAVID J. MAC ARTHUR, RCE 12502 (j 1 Qp PORTION OF PARCEL 1 P.M. 3(75`7 LICENSE EXPIRES 3/31/2002 DATE: 9 "� ��9 DATE: L 7 O� 1 1 SHEET 2 OF J.N. 1998 -67 t SPE CIAL INSPECTION REQUIREMENTS GENERAL INFORMATION ICBO 4599 SPECIFICATIONS FOP GEOGPID REINFORCEMENT 'a THE ELONGATED TAIL SECTION PROVIDES 1) THE SITE SOILS ENGINEER SHALL VERIFY THAT THE SOILS CONDITIONS ARE ABSORPTION RATE as (MAXIMAN) ..0 MATER; AL HANDLING 6 STORAGE e9 ADDITIONAL STABILITY FOR STRAIGHT MALLS SUBSTANTIALLY IN CONFORMANCE WITH THE SOIL INVESTIGATION REPORT. COMPRESSIVE STRENGTH - 3000 P81 (APPROXIMATELY) AS THE TAIL PIECE RESTS ON THE UNIT BELOW IT. 2) THE SITE SOILS ENGINEER SHALL VERIFY THE THAT THE BASE AND STANDARD COMPOSITION '0' SLUtP CONCRETE THE CONTRACTOR SHALL CHECK THE GEOGRID UPON DELIVERY TO ASSURE 'HAT UNITS ARE ADEQUATELY INSTALLED AS SHOWN ON THE WALL SECTION AT THE ELEVATIONS SHOWN ON THE PROFILE. 7.4E PROPER MATERIAL HAS BEEN RECEIVED. GEOGRIDS SHALL BE S70RED aBC' ✓E 3). THE SITE SOILS ENGINEER SHALL PROVIDE SOIL COMPACTION TEST RESULTS S TA NDA RD U NI T -20 "F (29 ° C) AND BE SHADED FROM PROLONGED PERIODS OF DIRECT EXPOSURE -0 r GROOVES DEPTH OF FILL, RELATIVE DENSITY AND BEARING VALUES AS REQUIRED. SUNLIGHT. CONTRACTOR SHALL PREVENT EXCESSIVE MUD. NET CEMENT, EPDXY. A, A40 1 11 4) THE SOILS ENGINEER SHALL INSPECT THE ANGLE OF THE FACE OF THE MALL FOR WEIGHT LIKE MATERIALS. WHICH WAY AFFIX THEMSELVES TO THE GRIDWORK. FROM COMING :.v NC CONFORMAE WITH THE WALL SECTION, SIZE 95 Ibs (APPROXIMATELY) CONTACT WITH THE GEOGRID MATERIAL. ROLLED MATERIAL MAY BE LAID FLAT OR B'H X 18 X 21.5 STOOD ON END FOR STORAGE. EXPOSED FACE 0 FOOTNOTES: EXPOSED SQUARE FOOT (8' X 18') A. THE CONSTRUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE CALLED COMPA C UNI T 2.0 FOUNDATION SOIL PREPARATION 30* INSPECTIONS REQUIRED BY SECTION 108 OF THE UNIFORM BUILDING CODE. WEIGHT 85 Ibs. (APPROXIMATELY) FOUNDATION SOIL SHALL BE EXCAVATED TO THE LINES AND GRADES AS SHOWN C SPECIAL INSPECTION IS NOT A SUBSTIME FOR INSPECTION BY A CITY SIZE B X 1B'W X 12 THE CONSTRUCTION DRAWINGS. OVEREXCAVATED AREAS SHALL BE FILLED WI-s y i5 '- INSPECTOR. ALL WORK REQUIRING SPECIAL INSPECTION WHICH IS INSTALLED OR EXPOSED FACE f SQUARE FOOT (8' X 1B') COMPACTED BACKFILL MATERIAL. FOUNDATION SOIL SHALL BE APPROVED BY A • COVERED WITHOUT THE APPROVAL OF THE CITY INSPECTOR IS SUBJECT TO CAP REMOVAL. / / T / (./N1 T j� ) QUALIFIED GEOTECHNICAL ENGINEER PRIOR TO BACKFILL AND GEOGRID PLACEMEN-. B. CONTINUOUS INSPECTION IS REQUIRED DURING THE PERFORMANCE OF THE WORK 14 If or �+ HH/ 3.0 GEOGRID INSTALLATION UNLESS OTHERWISE SPECIFIED ON THE APPROVED PLANS. WEIGHT 44 or 88lbs.(APPROXIMA TEL Y) C. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM THE SPECIAL SIZE • 0 4' or 8 X 19'W X 10.5'0 GEOGRID SHALL BE LAID AT THE PROPER ELEVATION AND ORIENTATION AS SHOW,v INSPECTOR OR INSPECTION AGENCY AT LEAST ONE WORKING DAY PRIOR TO EXPOSED FACE 112 or f SQUARE FOOT ON THE CONSTRUCTION DRAWINGS OR AS DIRECTED BY THE ENGINEER. ORIENTATION O 0 P-ITFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION. PINS OF THE REINFORCEMENT IS OF EXTREME IMPORTANCE SINCE GEOGRIDS VARY :,v 0 STRENGTH WITH ROLL DIRECTION. CORRECT ORIENTATION (ROLL DIRECTION) OF - HE • ALL LNIT TYPES GEOGRID SHALL BE VERIFIED BY THE CONTRACTOR. GEOGRID MAY BE SECURED 112' X 5 114' HIGH STRENGTH IN -PLACE WITH STAPLES. PINS, SAND BAGS. OR BACKFILL AS REQUIRED BY FILL REMOVE THE EXTEAOED TAIL PIECES AT THE PULTRUSION FIBERGLASS PROPERTIES. FILL PLACEMENT PROCEDURES, OR WEATHER CONDITIONS, OR AS GROOVES TO RETLiaN THE BLOCK SHAPE TO ITS TENSILE STRENGTH 110,000 pal DIRECTED BY THE ENGINEER. SURFACE DRAINAGE DURING AND AFTER CONSTRUCTION 30'SIDES WWJV BUILDING TIGHT CONVEX CURVES. TEN FLE XURAL SETH I X 10` psi SHALL BE PROVIDED TO MINIMIZE WATER INFILTRATION INTO THE REINFORCED ZONE. FLEXURAL STRENGTH 124 000 pal OVERLAP PROCEDURES ARE AS FOLLOWS: 4 X 10& psi SHORT BEAM SMEAR STRENGTH 6,400 psi 1) UNIAXIAL GEOGRID DOES NOT NEED TO BE OVERLAPPED IN THE ACROSS - HE SPECIFIC GRAVITY 1,83 ps1 ROLL DIRECTION, EXCEPT TO CONTAIN THE FILL AT THE SLOPE FACE WHEN STANDARD UNIT WRAP- AROUND FACING IS USED. UNIAXIAL GEOGRID SHALL BE OVERLAPPED A ALL KEYSTONE UNITS COMPLY AS GRADE 'N', TYPE i, MINIMUM OF 48 INCHES IN THE ROLL DIRECTION. OR AS DIRECTED BY THE IN ACCORDANCE WITH THE 1994 USC STANDARD 21-4. ENGINEER. 2) BIAXIAL GEOGRID SHALL BE OVERLAPPED A MINIMUM OF 6 INCHES (150mm) ALONG EDGES PARALLEL TO THE DIRECTION OF REINFORCEMENT. 3) BIAXIAL GEOGRID SHALL BE OVERLAPPED A MINIMUM OF 18 INCHES (450mm) ALONG EDGES PERPENDICULAR TO THE DIRECTION OF REINFORCEMENT. W il OR AS DIRECTED BY THE ENGINEER. 4) A LAYER OF SOIL A MINIMUM OF 4 INCHES IN THICKNESS SHALL BE CONTRACTOR TO LOCATE AAD PROTECT ALL EXISTING UNIDERGROU D SPREAD BETWEEN UNIAXIAL GEOGRIO LAYERS IN THE AREA TO BE OVERLAPPED, UTILITIES PRIOR TO COMMENCING CONSTRUCTION OF THE MALL. IT MILL OR AS DIRECTED BY THE ENGINEER. BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT THE UTILITIES 4.0 BACKFILL PLACEMENT OVER GEOGRID ) I I I OLRIN6 ThE CONSTRUCTION QF THE MALL. I r ") I II ( 1 , SOIL BACKFILL WITHIN THE REINFORCED ZONE SHALL BE PLACED IN HORIZONTAL LIFTS NOT EXCEEDING 8 INCHES IN COMPACT LIFT THICKNESS AND 70 A MINIMUM OF 90 PERCENT MAXIMUM DRY DENSITY AS DETERMINED IN ACCORDANCE WITH ASTM /8 n D -1557 (MODIFIED PROCTOR DENSITY): UNLESS OTHERWISE APPROVED BY THE �8H ENGINEER.. BACKFILL SHALL BE PLACED, SPREAD. AND COMPACTED IN SUCH A MANNER THAT MINIMIZES THE DEVELOPMENT OF WRINKLES IN AND /OR MOVEMENT OF THE GEOGRID. GEOGRID AND GEOGRID /KEYSTONE CONNECTIONS SHALL BE SECURED AND COMPAC UNI T HELD TAUT UNTIL SUFFICIENT FILL IS PLACED OVER THE GEOGRID TO MAINTAIN TENSION IN GEOGRID. TRACKED CONSTRUCTION EQUIPMENT SHALL NOT BE OPERATED CAP UNIT DIRECTLY UPON THE GEOGRID. A MINIMUM FILL THICKNESS OF 6 INCHES (150mm) IS REQUIRED PRIOR TO OPERATION OF TRACKED VEHICLES OVER THE GEOGRID. TURNING OF TRACKED VEHICLES SHOULD BE KEPT TO A MINIMUM TO PREVENT TRACKS FROM DISPLACING THE FILL AND DAMAGING THE GEOGRID. RUBBER TIRED EQUIPMENT MAY PASS OVER GEOGRID REINFORCEMENT AT SLOW SPEEDS. LESS THAN 10 MPH (16 KPH). 314' A66WSATE WITH FILTER SUDDEN BRAKING AND SHARP TURNING SHALL BE AVOIDED. HEAVY COMPACTION FABRIC WRAPPING f C.F. EQUIPMENT SHALL NOT BE USED WITHIN THREE FEET OF THE WALL FACE. HAND ROCK/L.F. OPERATED EQUIPMENT SHALL BE USED WITHIN THREE FEET OF THE FACING UNITS. 4 PERFORATED DRAIN PIPE TO DRAIN AT IS MIN. I%4A?iES 4" S.D.R.35 PERFORATED PIPE DETAIL /S DES /G /✓EPl sGLN 7,1.47 AID WALE rr�E Ex/sT. >- 9so.�.�y KEYSTONE WALL INSTALLATION NOTES 4" OR 8" CAP UNI �� G ) Y� //V.�GUENCE L /�/� DES BACKFILL MATERIAL MUST HAVE THE PROPER MOISTURE LEVEL FOR OPTIMUM j ,t/aT /.N,aAfT TsfEr PERFORMANCE WHEN COMPACTING. sv COMPAC UNIT (TYP.) ORGANIC OR HEAVY CLAY MATERIAL SHOULD NOT BE USED. THESE MATERIALS HOLD MOISTURE AND DO NOT COMPACT PROPERLY. y� PLANTER UNIT (TYP.) WALK BEHIND MECHANICAL COMPACTION EQUIPMENT MAY BE UBEO TO COMPACT ANY ti 'C i CAPILL SHALL MEET SOILS PLACED BEYOND THE UNIT /DRAINAGE ZONE. OR EXCEED 120 lbs. L �4s� UNIT FRICTION I A AIDE ANGLE MECHANICAL COMPACTION EQUIPMENT SHOULD SE OPERATED No CLOSM THAN OR CAP UNR STANDARD UNIT (TYP.) l SOIL ANGLE WITHIN 9' OF THE KEYSTONE UNIT BACK SURFACE. Na OR !� 1 (T ✓P COMPACT TO 90 PERCENT DO NOT OVER COMPACT OR COMPACT SOILS NEXT TO THE SACK OF THE UNIT IN AN 4' r FILTER FABRIC I PER A9TM 0- 1557 -91 UNCONTROLLED MANNER. THIS MAY DRIVE DRAINAGE MATERIAL UNDER THE UNIT, I RAISING THE REAR ELEVATION AND FORCING THE UNITS OUT OF LEVEL. IF THIS N CONTINUES, THE MALL WILL BEGIN TO LEAN FORWARD. GEOGRID a ALL SOIL TESTING SHOULD BE PERFORMED BY A QUALIFIED ENGINEER. SOIL TESTS FINISH GRADE H 0 SHOULD BE TAKEN NO CLOSER THAN WITHIN THREE FEET OF THE BACK SURFACE OF h 114= 1111 - 1111 - - tl= THE KEYSTONE UNIT. Q \ COMPAC UNIT sw FILL FOR LIMITS SHALL BE FREE DRAINING GRAVEL. NO MORE THAN 10 — I = SEE PROFlLE PERCENT SHALL PASS THE N0. 200 SIEVE WITH A MIAXIMIUM SIZE OF 3/4 GRADATION APPROVED BY THE ENGINEER. Q ti 314" CRUSHED AGGREGATE L GRID BASE (6" MIN.) SEE PROFILE PACING AND LENGTH eo ® Ir 4" PERFORATED DRAIN PIPE tS/TE 4 o T /d✓� $ t TO DRAIN ® 1.0% MIN. 3 <O eAlelll / T4.7 133 ✓V � V 4/ TYPICAL SECTION o STANDARD UNR NO SCALE CONTRACTOR TO USE FRONT PINS MONTOW WARM WALL x %z "rS�4 lJ/GN Sro6nA;Ti1 ISOMETRIC Q �OFES 4 LI QO Fi�accosS q`�FNCE C c t ^yc v o Puy r,PUSic�✓ lGIIE: NOME Construction contractor agrees that in accordance with generally accepted constnvtioo w No. 36292 � practices, construction contractor will he required to assume sole and complete responsihilih for cc 4 v johsiteconditions during the course ofcons tructionof the projec •t.includingsafetyof a ll persons UNAUTHORIZED CHANGES & USES: The engineer preparing [ [ \ and property: that this requirement shall he made to apply continuously and n ot he limited to these plans will not be responsible for, or liable for, unauthorized X141 CIV w Q 9 normal working hours. and constriction contractor further agrees to defend. indemnify and hold p lans. All changes to the plans must be to or uses of these f OF CAO` design professional harmless from any and all liability, real or alleged, in connection with the changes 04 performance of work on this project, excepting liability arising from the sole negligence ,-f design in writing and must be approved by the preparer of these plans. professional. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE LONNUN //✓ pEVELOOe/�VTOE°/PT[/ENT BY BY v % MT FIN / �oC.�rrioN /.vrE,P9Ear�o,� o,c ,qp LC LM APPROVALS CITY OF E N C I N I TAS ENG/NEEP/NG DEPARTMENT DRAWING 06 Ev�,v,�cs Iwo PLANS PREPARED UNDER SUPERVISION OF RECD NDED APP. VED HORIZONTAL AS S � KEYSTONE RETAINING WALL PLANS FOR: LE.✓rF.PLit/E !</ELL .mot/- HOWN /- _ G ;� DATE: '9 ' Z" - c J l BY: B Y' ARCO S.l �` EZE(i.OTi : 7/. 3810 ,t/,4dL7 B8 USG alG$ ' I C _ �,or�.• ? — VERTICAL AS SHOWN ' ' -- g 7 36292 ` "` R.C.E NO. QHotamt DATE 9 30- 9 9 DAM' 9- 3 0- q 6�30�0o ENCINffAS BOULEVARD k SAXONY ROAD LAWRENCE E COLE H7tP. PORTION OF PARCEL 1 e P.M. 3037 SHEET 3 OF ,PF✓, S -zG - 99 /NO /LOTE�3 GE.c/GTf/ OF L= 950' Q ♦ y ti 0 n ti >n S ti Y \ \ \ x �x ) 2x v � x F 0 No FINISH GRADE 0 TW 135.67 TW 136.33 � x °� S TW 135.00 TW 133.6 GRADE 7 TIN 134.33 l9otr ♦soc� e c c c e c e c c c c c c c c c e c c c c c c c c c c c c c c c c c e llx O x�A A, 1 c c c c c c c c c c c c c c c �l S c c c c c c c c c �x x �, ° c O �x xx , (9 °O S ` c c 0 Z o . . s5 I s O X , ? ° 0 25 c c Lo o •, /x x0 9° S I c c N U 5 5 �Q c c c c Q h3 W� BIN 119.67 Q BW 118.33 BIN 119.00 x BIN 120.33 BIN 117.67 �x xS F x) 0 r FINISH B L= 9SO' L =6so' l= zSO' =7i L-lo 41 j 4 e ILA n 0 h a 0 N N ti h ti TIN o �h N 1n 136.33 TIN 136.67 L X ^�O 0 0 TW 136.33 A c c c c c c c c ti ryx� "Ik N 1 1 O c - c c c c c �,x W c c x O Z O ti ryx �y ^y 00 Q _ c 1 4 h x �O O Lo c �,x o 'L h h c ryx TIN xpp � �. ^' c c 129.00 TIN ^LL 50 Y1 V U y x 0 c c c c 128.33 127.67 �x x�1 O W c c c c c TW �x� FINISH GRADE O H C C. c L c 126.33 cm B%OC.GYt' tw,occ Z O Q� c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c 17-1-7-1 c c c c c c c c c c c c C OJ + ( 2 BIN 121.00 Se am y FINISH GRADE � BIN 120.33 co c � �x c J C E,Y. L✓.4LL Q 2 +77.00 ! + 2 +78.50 1 29 2 5 2+80,00/- Z = S L <O 25 2 +81.50 io WO a % 4 ' Z Y p r oo.0 _ >< J O �+ c 125.67 kx z 0 �? ' O @ h v � F O c c c c c c a TW �xti I ypLOp a Q EX 6o%4LL � ' ��- � c c 124.33 P � FIIN H GRADE 2+ ``v a c c c c TW 123.67 k axe ^hry�p 0 �} c c c c c c c c c c c �x ���, U c c c c c c c c c y M c �x c Q � BW 120.33 BLDG C }^ FINISH GRADE y0yp BIN 119.67 Q lJJ ox N e 3-x62 5° \i Ilk as �o 7 PROFILE KEYSTONE RETAINING WALL SCALE: HORIZ. 1 " =6' LEGEND: VERT. 1"=6' 0 % e /�v b '9 t' ® PLANTER UNIT (TYP.) v V PLAN: KEYSTONE RETAINING WALL ®® 4" OR 8" CAP UNIT (TYP.) �K STANDARD UNIT (TYP.) O� SCALE: 1 " =20' © COMPAC UNIT (TYP.) STRATAGRID 200 (TYP.) y 382 QP OEESSi0p 4 -- STRATAGRID 300 (TYP.) ` Vi `t +shoo W No. 36292 m h s, cl \1 4l E OF CA�� Q Q 1 v Z-zT' Loloror/: ti REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIGNED BY DRAWN BY CHECKED BY C 11 Y OF E N C I N I TA S ENGINEE - P/NG DEP4PT DRAWING O. PMT F /n/ /,vrE.zsEOT�oN Lc me LEC APPROVALS F7 o <,ee PLANS PREPARED UNDER SUPERVISION OF RECD ND D APEOV D CE,vrFilc�NE we«,�o�/- HORIZONTAL AS SHOWN KEYSTONE RETAINING WALL PLANS FOR: uns� �r roP B�/�s5 OiSK. /� fjI DATE: 9- 2 0 -99 BY: BY: ELEii 7/,3BG N.avo �® �+sG {GS VERTICAL AS SHOWN AR /� /� �• O 1 L CO ' R R.C.E. N0. 36292 DATE: r' 3C - /9 DATE: et 7d - q ENCINITAS BOULEVARD & SAXONY ROAD LAWRENCE E. COLE E XP. 6/30/00 PORTION OF PARCEL 1, P.M. 3037 SHEET 4 OF �E ✓- S -Z4 -99 I - I KEYSTCtE RETAINING WALL KEYSTOtf RETAINING WALL. --., 7 J� _ _- . '_I_`.�w'.':. C r....L_>.a.T_ 1. ___ _ 1� _J._ ._._ a._.�. �_ T I. r- U - - F- _ i -_i._ J -. r _ 1 .� ff -JIM ' `!A> ._.L . J ..1.. �t -..—. _. - a + T _ .. _ _� __-- .-_�_... _ _. _i'__... _- - ..t ° i1F tf !RRIf'A ION _ .. _. j ..._ I i DRIP IRPIGATI,�N CREE Flfi iGAINs'iLiEa F Q . r' nc;P 117RIG i ! 'TYC•.j ITYP.1 .. .. t' r?t't+.GATICA.; i t'rPi P 1 DR IP iRRiGATION --'� CREEPING PIG ` -/ BCTJ(iAl.'JVfLI "tA -.J ;:INPJ+ GRACIE --- '' ' % I I __ _ U • ___ iTYP (TYP.1 (TYP-) ? - YPIC AL J i i i 1 I 1 t L— --- KEYSTI.1 RETAINI% WALL Y � TA t VWIII - EY iCNE F2E INI Y„ WALL ll �l _T f 14 .l 1 S L 911JGAIWILLEA --/ �EPIAIG FIG -� DRIP IF7Rii,ATICd�} --°r I I�tr^ 4RRIGATtpV - - -- — - _ / MR IRRIGATI(31J DRIP IRRiGAI t(*I — �DRIP I YP) +TYP.) (T5'F,) I :4P; FINISH GRACE —/ ITYP.) !TYP.) IfTYPP t IRRIGATICIJ j ' I ! i ASSEMBLY Of SY'SIEA E0AP`0NENTS - 1 A ltal W , UffHfT f •' � I / CAI F7_AN TtR I.tJ1T NOTES' ITY i a•sa +t'tePt25+rcn;S!07 ! At?ERNATE 11-C CREEP! ?Y,', FIG A "d,' TF£ D.XXjA!NVILLEA !W I: �M,;y+ >, PDA*AMNUNE I . ' PLANTS Ttft !'d_:T TFE FY'1'AINPI(; WAIL IRRIGATON FOR F'.ANTER WITS SRALL BE T A GRIP IRRIGATION . GIE 'i wArmwcCAYm m — TYPE PER Tt KEYST PLANTER ! CATALOG(;`. (Fits egako mm;t r ��t/_�.. '.REFER TO 0EFAIL 'A' ?HIS St -fET.) tll.ss and StntRH.f _..._� --- I f \ %.ANTER UNI `. - IRRIiGk110N SYSIEM 0f1All c *m) PI A T AND SPACE SPACE bM15VEIINMEEPo UNITS Fl3EFiCUSS PIN S'8' i TNE ! AINVILLEA ` ; (/ itbkW)FLE89LE TYP oR!P!PNIGAT&I LINE I FONOPTIOIYS OF I t /. OGi FACEtE%TUAE AND IN PPF9AREDSLOT. MTO COLOR. UhMIt III CKCF.SLOT WSDAL EIPOStIRE. DRIPE'AaTTERLOE"CEL L C ENCINITAS FIRE DEPARTMENT SAN DIEGUITO WATER DISTRICT P!AWA9L II'LACED.INRMT /• ., ,�.,. a J� �' �. Y' CAWTYOFPLINTEA LRpftNIIFJiE _ PLa�NTNKi W Iti OCEA1R. IF tQT TO 9" WITH CNUSNEO STONE OR LEFT VOID. TYPICAL SECTION - < DATE: DATE: ' NAME NAME A IRRIGATION DETAIi. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT DEPARTMENT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING 0. 7 T� 7 40=11V � �3 LOCATION: INTERSECTION OF RR AND PLANS PREPARED UNDER SUPERVISION OF RECOM QED APPIR & �" RAIDING PLAN FOR: HORIZONTAL t' ENCINITAS BOULEVARD. zo' ARCO 5521 G �� CENTERLINE WELL MONUMENT TOP BRASS = DISK. . DATE. 9Z�f o /19 /9fi BY: BY: ENCINITAS BOULEVARD & SAXONY ROAD �= - DATE. .��� VERTICAL N/A NAME DAVID J. MAC ARTHUR, RCE 12502 DATE: 9'� - ! � DATE: R ' 3 0 -�� PORTION OF PARCEL 1, P.M. 3037 ELEVATION: 71.386 NAVD 88 USG &GS LICENSE EXPIRES 3/31/2002 SHEET 3 J.N. 1998 -67