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2004-1508 G (Plans) ERAL RTES SEWER NOTES WORK TO BE DONE - GRADI The Grading consists of the following Work to be Done according to the plans, the 1. AN work shall be done in accordance with these plans, the Stai idard Spedf ications for Pubik 1. LWD approval of these plains does not relieve the apprm private engineer of wok, or contractor frrnri - - -- - - - - - -- - - -- Workt Construction, the and Constrtuetion Standards of the City of Encinitas, and the responsibility fa the eorrecdon of errors and omissions discovered during a after construction. Area City of Encinitas Engineering Department Standard Specifications, the San Diego Area Regional Sta ndard Drawings, and the Standard Specification for Public Works Construction San Arm Regional standard Drawings. Any cf>anges a rew�ns s therefrom shall be approved L EGAL DESCRIPTION s by the City Engineer prior to any request for inspection• 2. M deign, niaterial5, and mishudah work shall of= to the Leutaxfs Water Distrnt LCWD SEW STANDARDS and - - -- Grading shall consist of the construction of aN cuts and Alts shown on these plans and ip the requirements of the STAN= SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) A PORTION OF LOT 10, BLOCK B, TRACT 1935, AS PER ROS 4594, IN THE CITY OF outlined In the earthwork specifications. An grading details shall be In accordance with 2. The Soils Report al ft "GEOTECFMCAL ENGINEER! EVALUATION RL-POR I IOtM RBIDENCE, and the REGIONAL STANDARD DRAWINGS, most current editions. In the event of ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. the City of Encinitas Grading Ordinance. BASIL STREET, LEUCADLA, CALIFORNIA, dated January 16, 2004, prepared by "G" Force - conflict, the LWD SEWER STANDARDS govern. Engineering Division, APN 256 -082 -07-00 shall be a �e= at a part of this Gradtrng Man. At grading shall be done in accordance wRh 3. OSHA Safety Orders and OSHA Confined Space Entry RecNirements shall be flol at LE GEND ITEM KEFERM SYMBOL QUAN the recomnerndations and spedfrcatro, w istairred in this report all times rvfidnaut exception. � c EXISTING ELEVATION 3. Approval of this plan does not eoratfRute approval of sizes, locatlon and type of drainage fadMtiet, 4. The CAntractor shall have a copy of the sewer notes 2. & 3. documents on the / ti nor of within street right of Separate approvals and permits for these shall job site at all times. PROPOSED FINISHED ELEVATION be required in aoriJuriction with improvement plans. EXISTING CONTOUR S. The contractor shalt guarantee � work for a period of one year after the date �.a � 4. Yrrltten slreM be obtained for arty off- sit�ee grading. of final aoceirtar►oe by LWD and shall repair or replace any walc that may prove defective - -- in woriananship and /or mrials nse ate within the one year period without expe whatsoever to LCWD. SWALES AND FLOW DIRECTION S. The Corfiactoi shaM take any necessary precautions required to protect adjacent propel during COMPACTED FILL AREAS SOILS ENGINEER grading operations. Arryd" damaged or destroyed shall be replaced or repaired to the condition 6. Prior to construction, the contractor shah secure a LWD Permit for construction �� �. MASONRY RETAINING WALL STD DWG C - WS SQ FT existing prior t0 gi g, and 5W provide a minimum of 48 hours ratite to LWD prior to construction. � � � �,,a► � ,�� � � & be ttrat monument or benct>rrtarlc whah dfshurbed or 1. of this plan by LWD does not constitute a representation of the g NEW AC PAVEMENT AND BASE 4" AC / 6" CLII BASE 1,6A0 SQ FT lire devefioper shall responslbFe arty APP/ destroyed shall be re- established aril replaced by a Registered Cron Engineer or accuracy of the location of, or the existence or nonexistence of, any � ALLEY APRON STD DWG G-17 200 S.F. `� >• . �- a Licensed Land Surveyor underground utility, pipe, or structure within the limits of this project. �� PVMT CM & 6' GRAVEL SWALE DETAIL, SHEET 2 84 LF. N 7. The Contratoi shall design, construct and malnti* all safety devices indudlng shoal, and S. An revislons tD drawings shall be approved - y the LWD District Engineer in �� �_ Y GRASSY SWALE DETAIL, SHEET 2 105 LF. small be responsible for oatforming to all Loral, State and Federal Safety and hearth standards, vrrltirg prior to construction. EROSION CONTROL SANDBAGS GRAVEL FILLED �� 75 EA. bws and regubtlom 4 PVC SEWER LATERALS LWD DWG S-17 2 EA. 9. Connections to oxisting sewer pipe a manholes shah " only be done in the ���V�,Q�� � .. 5. Graft and equipment opei ad, ig within one half (1/2) mile of a stuud ure for human occupancy direct presence of the LWD Inspector. New sewer shall not be connected S shall not be conducted between the hours of 5:30 p.m. and 7:30 a.m., nor on Saturdays, Sundays or allowed to flow to existing sewer until after final aooeptarroe of all upstream work by the St 4" PVC SEWER LATERA CLEANOUTS LWD DWG S l ' C.O. 2 EA. and City recognized holidays. LWD Inspector, or as approved by the District Engineer. NEW 1" DUAL WATER SERVICE SDWD DWG P-2A 2 Sk. 9. No grading operations shall coinne until a pre- gradhig meeting has been held m-ste with the 10. An Service Laterals shall be located at right angles to the sewer main TRENCH RESURFACING CITY STD 75 LF. lbilowhg people present. (ley Inspector, Civil Engineer, Soils Engineer, Grading Contractor and unless otherwise shown as approved by LWD on the Plans. VICINI MAP "P - wee "wr "cA Nermittee. Tire meeting shall be scheduled with the City at least 4s hours In adva ce -__ -_ __ SAN DiEGUITO WATER D_15TKiCT NOTES EARTHIN0 K { by caning (760) 633 -2770 11. A 10 gage shielded copper wire shaft be buried over each lateral The wire NO SCALE -- EXCAVATION: 0 CUBIC YARDS REMOVE AND RECOMPACT: 600 CUBIC YARDS shall extend up tD a 2" copper tag tied and soldered to the wire. The tag i. as Review of this plan by San to the accuracy of u a Dis tnnce or nare dstenee of, an underground COMPACTED FILL: 1000 CUBIC YARDS RECOMPACT S�tINKAGE (25°ib): 150 CUBIC YARDS 10. Riot to hauMng ctrl a construction rrnatterfals to any proposed construction site within this project, over the sewer main shall terminate 6 above paving subgrade with final the of, or the the Developer ah submit to and receive approval from the City Engineer for the proposed haul option just below paving. The tag over the customer end of th lateral utili ty, pipe or structure within the limits of this project IMPORT 1,000 CUBIC YARDS sh route. The Developer shall comply with all eordtions and requirements the City Engineer may shall extend above grade until connected and shall thereafter be buried at impose 2 with regards to the hauling operation. the point of e�ct�n. . AM existing facilities which may effect final design, i.e., Tine cro�in gs, tine paralfblir�, a EARTHWORK QUANTITY NOTE proposed connection shall be field vertfited. All existing or pro posed utility crossings within 11. Upon firs completion of the work under the grading permtt, but prior to final grading approval 12. All sewers and laterals shaft be wayne balled, low pressure air tested, and televised- 10 feet of proposed water mains shah be shown on the Improvement plans. Electrical and THE EARTHWORK QUANTTITIES SHOWN ABOVE ARE 04LCUTATi:D FROM THE E)aS I FiG GROUND CONTOURS ON and/or final relem of security, an its- Graded certificatiah shall be provides stating: "The grading at the applicant/ contractor's expense prior to consideration for final sewer to am under water mains unless given written permission by San Diegulto Water District. THE PROJECT SITE. THE ABOVE QUANTITIES DO NOT CONSIDER STRIPPING OF SURFACE PUNT MATERIALS, perfortrred under Permit No. 1508-G has been performed in substantial confornnarce with the a --- nce by LWD. AJr test shall be done after construction of all other utNes THE REMOVAL OF ROOTS, ETC. IT IS LIKELY THAT THE QUANTITY OF IMPORTED AND COMPACTED FILL REQUIRED approved Grading Plan or as shown on the attached its- Graded Plan ". This statement shall be and utility laterals. 3. Contractor and Owner are responsible to relocate and/or adjust to grade any existing water facility TO AGUEVE THE PAD GRADES SHOWN ON THE PLAN WILL E MORE THAN INDICATED ABOVE. (fire do towed by the date and signature of the Civil Engineer who ce r n rtifies such grWing opeation. must meet anent San Dieguito Water District Randards. If WItIes do not girds, theri they ENVIRONMENTAL DATA GRADING NOTES EROSION CONTROL NOTES shalt be upgrades to arrest standards at the owners exports. - - - - - - -- -- - - -- 1. STEEPEST EXISTING NATURAL SLOPE ON SITE = 14 % � 1. AN strap be observed and tested by a quaMled Soft Engineer or under his/her direction. 1. In case emergency work is required, contact GILLES KNAFCNJ at (760) 533 -8252 4. UdTities m maintain 5 Boot separation when paralleling water services. 2. MAXIMUM VERTICAL DEPTH OF CXlT =1.5 FEET Me/She shaM observe and test the excavation and eornpacth of fMis and back fills 24 hours a day. 3. VERTICAL DEPTH OF FILL = 4.0 FEET and co� n of b• en ctres. He/She shall submit soft reports as required and wMl dete�rre 5. Minimum is vau ts. separation of 10 feet required betvveern fire hydrants and San Diego Gas a state ?. and waken f+or watt s be made available at all tirrres during the and Electr vaults. 4. AVERAGE DEPTH OF CUT = 0 C:.Y. x 27 / 0.31 Ames x 43,0. = 0.0 FEET $ Bre suita ift of any fill mates tal. Upon comp n of grading operations he/she shah Equipment 5. AVERAGE DEPTH OF FILL 1,000 C.Y. x 27 / 0.31 Acres x 43,560 = 2.0 FEET that observations and tests were made by him/her or under his/her supervision and that in rainy season (October 1 to April 15). All necessary materials shaM be stockpiled on site 6. AN water services to be axttruded dear of driveways and all other b ave led ways. Water Meters must be in his/her opinion, all embankrnent3 aid excavations were constructed In accordance with the at convenient locations to facflltate rapid construction of temporary devices when pla ns and that all embanbTIents and excavations are acceptable for their rain Is imminent. front of the Parod they are serving. c� approved grading � NOTIFICATIONS � untended use. 3. Devices shown on plans shalt not be moved or modfAed without the approval of the Engh em ing i. The existence and location of underground ut!Nty pipes and structures shorn on these plans i L The CAntractor dd properly grade all excavated surfaces to provide poslt!vve draft and prevent Inspector. were obtained by a search of avallable records. To the best of our laawledge there are no pad, g of water. He/She shall control surface water and avoid damage to adjoining properties exiling utilities except as stnovm on these plans, however: or to tmisned work on the site and shat take remedial rrreasurrs to prevent erosion of freshly 4. after T he Contractor l control ib �n9 order to � of STATEMENT OF ENGINEER OF WORK SOILS ENGI CERTIFICATE ' ce ass graded urd such time as permanent drainage and erosion control measures have been City Engineer a producing - The contractor is required totaltedueprecautionaryinewurestDpi otect any existing utlMties Installed. The undersigned engineer agrees that the work performed by the engineer shall I, R. DOUGLAS PROVINS, a Registered Civil Engineer in the State of California, principally doing or strudures located at the work site. It is the contractor's reppo, rsibliftLy to contact the 5. The contractor shall install additional erosion oontrol rrneas<ures as maybe required by the Gty comply with the generally accepted standards and practices of the engineer's business in the field of Applied Soils Mechanics, hereby off" that a sampling and study of the sdl f0ed 00 be to be Anted and fill shall be in accordance with Engineer due to an incomplete grON operation or � circumstances which may arise. foftowing owners of said utfn"ties or structures prior m any expvation, for verification and C 3. AM areas to be prepared placed trade or profession. The engineer further agrees that the work performed herein conditions prevalent within this Site was mace by us, or under our direction on December 19, 2003. location of utiffli s and notification of eanrm� of work: the Standard SpedficatW& AN vegetable mo ter and objectianabk material shall be removed shall be In accordance with the rotes and regulations required by the City of One complete copy of the Soils Report corriP! from ft study with our recommendations, has been the Contractor from the surface upon which the fill Is to be placed. Loose fill and alluvial 6. The Contractor shall be rye and shall take necessary precautions to prevent public Encinitas. The engineer agrees that any plan check or review performed by the subrrhfrted to the Office of the City Engineer. �, we have reviewed these Grading Plans and b a. Sewers - Leupdfia Wastewater Disb (760) 783 -0I55 solls shall be removed to suitable fin natural ground exposed ied to tre�ass onto areas when Impounded wagers create a hazardous condition City p as a public entity for the plans prepared by the certify that the reoanmerndations induced in the original Soils Resort and all following Addendums, b. Gas & Electric - SDG&E (800) 422 -4133 . The soils shall be scarif ty of Encinitas in its pacify a depth of 6" and then compacted to a minimum of 90 percent. It shah be the Contractors engineer Is not a determination by the City of Encinitas of the technical for this pry have been incorporated in the Grading Plans and Specifications. c. Water -San Dieguito Water DIM kt (760) 633 -2709 = to place, Wad, water and compact the fN in strict accordance with the Specifkatrons. 7. AM erosion control em, es provided per the approved Coming Plan shall be incorporated hereon. sufficiency design, and it therefore does not relieve � � or adequacy of he plans or "G" FORCE d. Telephone -Pak Bell (800) 459 -3441 Cut and fNl 00 00 be at and trimmed to finlsfn to smaottn surfaces 8. Graded areas around the project per must drain away flan the face of slime at the the engineer of responsibility for the plans or design of improvements based e. Cable TV - Danlels Cable Vision (760) 931 -7000 4. grade produce thereon. The engineer agrees to indemnify and hold harmless the City of Encinitas 8788 Balboa Avenue and untform cross secticii The slopes of excavations and embankent m shall be shaped, conclusion of each work day. and its officers, agents, and employees from property damage or bodily San , California 92123 f• Service iUert (800) 422 -4133 lqr Z and trlmnhed as direcfied by the Engineer of Work and left in a neat and ordertr injury arising sole from the negligent act, errors, or omissions of the engineer 2. CA Project �• 10939-01 piarnted j ry g ty egli g ntractor shah notify the City Engirreer"s Olfke � hours prig >A beghming arty work on thk v condition. AN stones, roots and other waste matter exposed or excavation or embankment slopes 9. AN removable protective devices shown shaft be in place at the end of each working day when and his /her agents or employees acting within the course and scope of such project. Phone: (760) 633 -2770 be r�ernoved and of. The toe and of all the fire rain forepst exceeds forty percent (40%). Silt and other debris , wham are No* to become loosened shall disposed 1� (5j day Pr'Y agency and employment and arising out of the work performed by the engineer. dopes shall be round in accordance with the Grading Ordinance shall be ernoved after each rainfall. - 3. The Contractor shall give 24 hours notice on calf fbr Inspectfxxn. Phohe. (M 633 -2770. CE DEVELOPMENT CORPORATION Ely: I �+ Z 3 s,K brush FES P V 4 %{. AM work performed Without benefit Of inspection will be subject to rejection and RrrlOVal. - S. AN trees, ► Wass, and other objectiorrabte material shah be ooMected. piled a ed otherwise 10. Should germination of hydroseeded slopes fall R. S, GE 2568 Date i to provide effective coverage of graded skopes 91 N. . C oast Highway 101, Suite E P EO Cr V/� o mac, disposed of off the site by the Contractor so as to leave the areas that have been cleared (90% coverage) prior to November 15, the slopes shall be stabilized with punched straw installed Encinitas CA 92024 �`` Rtic/ License 2/31/04 o �� with a neat and finished �pearanoe free from unsightly debris Approval of loptian of debris in accordance with Section 35.023 of the Erosloi Sediment Control Handbook of the State of BRIAN �� =� OWNER S CERTIFICA fill shall be secured from the Soils Engineer and City Engineer prior to the disposal of any O fornia Department of Conservation. (760) .JN0 06 Fax (760)942 -2514 cr No. 261 M D O NA LD ;6 *Q � such material. Job No. JNO2 -0178 * CIVIL * S EOTEC' Q We hereby and at advise on the � and stability of the SNbe, overall Processional ATE of '" _ PLANNING AND BUILDING DEPARTMENT SAN DIEGUITO WATER DISTRICT LEUCADIA WASTEWATER DISTRICT PARKS AND RECREATION DEPARTMENT lF O F CAL�FO��\ BY cf) REVIEWED REVIEWED AND APPROVED BY LWD DISTRICT ENGINEER REVIEWED AND APPROVED BY: BRIAN DONALD RCE 26175 License Expires 3/31/06 GILLES KN Date W41OP14 576 N. COAST HWY 101 . $ . ` /c�-O 44rr�� 0y LEUCADIA, CA 92024 M DATE E 2 Yea s Date RCE as DEE xNG�� DA DATE (760) 942 -5557 64 0 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE ENCINITAS FIRE DEPARTMENT APPROVALS CITY O F ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. Dwg No. 3900 -1 08/2 94 COUNTY OF SAN DIEGO BENCHMARK No. OC 0140 LOCATED IN PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED SRO GRADING AND DRAINAGE PLAN FOR: Dwg No. 013 - DI 08/09101 THE CONCRETE ABLI MENT ON THE NE CORNER of Tire 1508 RAILR B RIDGE o�E�ASBLw��xF WA KNAFOU MINOR SUBDIVISION CITY ENGINEER /� HIGHWAY 101 WA Q - A R 26175 DATE S ` DATE: °1 � 20 i / o 4 DATE: A PR I �. �Z -236 TPM /CDP EVaTION: 77.44 77.44 DDATUM: MSL AN DON LD, CE �` ENCDET S JE SHEET 1 OF 3 a NAME DATE L.ittrme Expires 3/31/06 RESOURCE DEVELOPMENT CORPORATION JNO2 -0178 NEW EXIST P/L P/L WW WW CA WW PROPOSED - NEW FINISH GRADE PROPOSED NEW GRAM ACTED ALONG C/L OF NEW PRIVATE DRIVE STREET b� AT W'LY PROPERTY 5 STREET DEDICATION _ 2Q' 28' 60 - PAR - 60 55 - ----- - - - - -- ------ - - - - -- ----------------- - - - - -- ------------ - - - - -- ------------------------ - - - - -- --------- r--- - - - - -- 55 DQSTING GRAD PIL ESMIT 60' HORIZONTAL &VERTICAL j I X 61.5 I PICALS SECTION - NOR-I TO SOUTH I Ems, 60.5 1" = 10' 0 � -1, LIPS i.e. 51.13 i.e. 37 I �SIING - 1 1' 3' AC PAVEMENT- I TO BE REMOVED GRASS OR TURF LINED X 66.4 ED OVER LANDLOK TURF 1 CEMENT OR EQUIP. O I I � ` +�4?� ' � � 62 � y w 1'YLl{.71�R I RET14fifiG WALL PER STD DWG G3 I EDGE URB C I ( y Ct�NPACl'E{I FU Go !� F ;u� _ . , .ram .r c _ .. ... . ..► u 1J LIB' 11r iL - N I ` F ` X 60 � I r 61 y I _ s� � MIN - r AC I X 60.6 CAR RENTAL YARD i PARIQNG I EXISTING LARGE TREE WMIN NEW F j R/W TO BE REMOVED " `r F ? �' EP y DETAIL GRASSY SWALE I 2 s� 0�2�� 0 I I (, Lu NO SCALE - - - -- -_- I 256-082-09 I EXISTING HOUSE -E E E E E E I _ _ SA 1 E - -E _E -E -E -'- 60 q 60 1 E� 0 Q y E E E E E E � _.�.6r� 7 � 1 "47►Z5" R = 5 / 946.15 L= 185.7'9' - E -=--� I 256-082-08 D=01°01'S9" L 1 E E E E - E l r , � � E _. \ D _ " - ' F 0 PER CITY X 5 < SETH LDE - _ _ _ - EXISRNG Ef iCROAQiMENT TO REMAIN % I NA�N 1 W__ SERVICE `• I ____ __ ____ ___ _____ --------- _--- - - - - -- - SEIBACKLINE - ' c y DWG No. 2A y 'ti' I I EXIST UM TREE - - - - - - �- - - - - - - - - - - - - - - __ TO REMAIN H ;_ I 57. TO REMOVED TO BE REMOVED t BAMBOO TO BE REMOVED I F, 59 ; i 05T WIMTREE r. F y T59 X I I , I F! 1 GRAVEL "WA AND P I 1 X f�- . E�asrrnG FENCE TO 5 DEDI MAP ~ r EDGE CURB E `�AVEMENT Cie I � II�dV1� I�ID RE•CAMPItCTIOPI NOrTE: I . \ I WC RIGHT-OF -WAY F`� �'�� p�R DETAIL., THI'� SHEET X Se 6 W I ALL AREAS WITHIN THE BUILDING SETBACK LILIES ; TREES TO BE SF RR�IOVED F I M, AND 5 FEET BEYOND, SHALL BE REMOVED ND I + S8 � , 59 - - . • � ', F , H A RE- COMPACTED TO A DEPTH TO BE DETERMINED I c ! 3 I V (3 FEET MINIMUM) BY THE PROJECT SOILS ENGINEER. - . - - • %`,�'` LIIiE eh Lu I y Z x 56._1 P1lRCEl1 v, B B 56 59.5 PAD 58.5 PAD ��.. -- SERVICE � I � � � I I Ppt DWG No. zA oc I 57 .., - - - ' - - . 4m sn I I eUlC0M SETEItac LflE I j It I X 56.7 r X 56.7 i I X s� _ _ R 4" S EWER 3 r W 1 �_ +�_+. -� -�. r-. � -ate _ �T s I - - •••- - - - - a PER LWD 5-17 50.71 AC OVERLAY Xb7 y -•� T� E RUBBER TREE y OD _ V 1 I TO I TO BE TO REMAIN ..1�L I6' AC PVMT ` NE 4" s EWER H ry ..1� S PER LWD S-17 _ PROPOSED 20' RM 56 I. f' M �+ T I - - - - . _ ..- - - _ & EASEMENT b k 16' DRIVEWA y STD DWGG -14 n 108 - 26°04'06"W 218.01' ---- - - - --- ti� 104.79' .- _ _ �-`^"" Puc'�` oRAtN SD I I � < LANDSCAPE AREAS FOR BEST MANAGEMENT � TYPE SD CO. y '' t I ,° J Z g s .� 3' LANDSCAPE/FIL TION STRIP ® PRACTICE NOT TO BE MODIFIED WITHOUT . 1 • PER DWG M. EXISTING ITEM SYMBOL NOTE I EXISTING BLDG I s (SEE SECTION A-A) s 0 2 J 0 A PERMIT FROM THE CITY. _ _ �• ti. J COVER WITH (VATE INLET �Z 2 -56- 082 -03 2 5--0 2� J ? 0 - _ I sD- 13&D -15�, TEaFV S&P DQSTING ELEVATION �' 4;1* ( � � ACCESS NOTE: PARCEL 2 SHALL TAKE AQESS D Y �� I � 5 STREET. A CC E SS 9SP X 4, 5 UCT NEW MASONRY RINKI. HtS INSTALLED ti 's I RFTAf KING WALL PER STD DRAWING C- 5S I 56 i.e. 50.27 MH 1101 -1460 PROPOSED FINISHED ELEVATION AND 2. X s y I � y EXISTING OOlYTOUR 2% >_ PERCENT SLOPE AM FLOW DIRECTION I ti H a COMPACTED FILL AREAS SEWER LATERAL TABLE GRADING PLAN MASONRY RETAINING WALL - - - COUNTY STD C -3 P/L EDGE OF ESMT SCALE: 1" 10' - - - -- - Tr�u LoT No SrA A TT MAIM 2 (L � (� lli T /L m B AT PA REMARKS = = NEW AC PAVEMENT AND BASE O PROPOSED 2P EXIST 0 5 10 15 m p AC PyMT d BAS 1 1 1+30 50.66 23 1.2 52.34 2% 56.8 4.5 2 4 1+40 50.71 23 1.2 52.37 2% 57.5 5.1 W CURB & 6' GRAVEL SWALE - O ROAD %RAVELPAVE2' STABILIZATION MAT BY PROPOSED R/W Z � 3' GRASSY SWALE 1 3 GRASSY SWALE 16' INVISIBLE STRUCTURES, ) 233 CURB DISTANCE FROM CENTERLINE ~ EXIST � � ch � AURORA COLORADO AC PAVEMENT A BASE BUILDING SETBACK LINES _ . _ . _ .. _ 910- FILTRATION to t4% 6 P W 5 6' ' SAWCUT EXIST AC � 5' DEDICATION FOR PUBIC ROJIDWAY 2% � 20' 28' AND 30' �j CL f- PROPOSED GRADE TO BE GRANTED ON PARCEL MAP (M 02 -236) . NOTES: PROPOSED MASONRY RETAINING � ExtsrlNG GRADE - - - - � - - - - 3" � - _ ------- WALL PER STD DWG C -3 COMPACTED FILL _ _ _ AC OVERLAY TO C/L 8' AND m' W FILL O i GRAVEL AND LANDSCAPE AREAS FOR BEST MANAGEMENT PRACTICES - - - - - - - - - - - - - - - - - - - \ :: W Pvr & BASE GRAVEL T.. 1 "_._: _ - - - - _J_ _ Pv�r� EDGE axtB a GRAVEL SWALE W � L 4' AC OVER 6' CL H BASE MANUF ACTURES SPECS PER DETAIL THIS SHEET NOT TO BE MODIFIED OR REMOVED WITHOUT A PERMIT FROM THE EXIST GRADE OR 6" COMPACTED DG BASE 1/2' R REMIOVE EXISTING AC PVMT - - - - - - - - - - - - - - - - CITY OF ENCINITAS. 51/2" PCC OVER 6' an BASE Ep C I V/� NOTES RECOMPACT BASE MATERIAL OPOSED GRADE + SEE NOTE P F �i 6" PCC EDGE CURB MINIMUM SECTION FOR NEW AC PAVEMENT SHALL BE 4" AC OVER © © BRIAN ti 1. CONCRETE SHALL BE 520{-2500 5 �� CURB AREA = 0.67 SQ FT 6" CLASS II BASE COMPACTED TO 95% OF MAXIMUM DRY DENSITY cu DONALD 2�" 2. SEE STANDARD DRAWING G-10 FOR JOINT DETAILS AC PVMT d SIDEWALK OVER 12" OF IMPORTED NON - EXPANSIVE Son COMPACTED TO 90% SECTION A -A - PRIVATE ROAD EASEMENT No. 26 175 CIVIL SECTION B -B - BASIL STREET PAVEMENT EDGE TYPICAL SECTION - BASIL STREET GRASSY SWALE TO BE PRIVATE WITH MAINTENANCE AGREEMENT NO SCALE N� Professional � © PRIVATE ROAD IS FOR ACCESS TO PARCEL 1 ONLY. ACCESS FOR PARCEL 2 FROM 9 r �` NO SCALE - - -- - NO SCALE w FROM HOMEOWNER (SEE PARCEL MAP FOR RECORDING INFO) F oF CAS +FOP z THE PRIVATE ROAD REQUIRES HOMES ON BOTH PARCELS 1 AND 2 TO BE FIRE SPRINKLERED. 08/10/04 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE I QED BY DRAWN BY Ec d BY APPROVALS CITY OF E N CI N ITAS ENGINEERING DEPARTMENT DRAWING NO. Dw Dwg No, 3900 - I 08/22194 COUNTY OF SAN DIEGO BENCHMARK No. OC 0140 LOCATED IN PLANS PREPARED LNDER VISION OF RECOMMENDED APPRO a 6RADIN6 PLAN FOR: N0. 013 - DI 081091 THE aN3ZETE ABUTMENT ON THE NE CORNER OF THE JUST / 1 508 -G RAILROAD BRIDGE OVER ENCCINITAS BLVD EAST OF HORIZONTAL 1" = 10' By: �: HIGMAY101 CITY NEE KNAFOU MINOR SUBDIVISION I TC" L- �� Doh DATE: 2T? e 4 n DATE: ELEVATION: 77.44 DATUM; MISL va�T1cAL RM DONU RCE 26175 ENCINITAS PROJECT No. 02 -236 TPM /CDP SHEET 2 OF 3 RESOURCE DEVELOPMENT CORPORATION JNO2 -20178 CO PL STORMWATER POLLUTION CONTROL 15W NOTES EROSioN CONTROL NOTES EROSION AND 5 - -- - Re alive to Construction Advities 1. In case emergency work is required, contact GIU-ES KNAR), at (760) 533 -8261. SCALE: 1" = 20' Caxrete WastaA On -site Cashuction Material Storage 2. EW!pirertt and workers for err engM work Shah be made available at all times during the o io io I � so conta washout vrstI an site. It l g concrete waftA area ato Stored materfials shall be contained in a securre place to prevent seepage and spllkrge. rainy season (October 1 tD April 15). AN necessary materials shall be stOCkpiied on sibs mortar, stucco, plaster and the Mae ft the storrrrwater conveyance system 00 pr or shall store these prodrxls where they WIN stay dry gut of the rain. Contractor at eoiven*nt Locations W facilitate rapid eonstnxtioh of temporary devices when provide secondary containment for all fuel stored on -sne. a any receiving water. Contractor snail post a sign designating the washout location. E rain is kin, other it. Construction Site Access or reduce poflrfion of stornrwater from stod�iks kept on- elite. �odq�fes A stabilized construction site access shah be provided for vehicles egress and may irxfixk soA, paring materials, asphalt oorrcTete, aggregate base, etc. 9bodcpiles 3. DeVices sham on plans M not be moved or nx d W WItNOUt the approval of the Erigineering i ingress to prevern tracking dirt off site. This strati Induce using material shah be located away from concentrated st sol s tar flows and stonrdrain Inlets. such as gravel and/or con egated steel paneis/plates. with a C�oiutnxtion Vehicles bdnporary sediment barrier around the perirrreter at all times X T I 6,., I A specific area away from gutters and storrndrairr shah be desigrrabed for oonstrucfjori who fin eonsbudbo , in the tarty of Bidnitas shall be 4. The s11aN rit'store a Ii OontTOl devie bo working oral the satisfaction of sore 601y x X 66. I o vehicles parking, vehicle refuelh and rouutine equipment maintenance. AM major trained to be far, ift when the City of Encinitas stonrm te r p*ft w*d requirenrerrts. the after ee 1 i I I �Ii. 9 o I I I repairs shah be made off- site. Threw BF1P notes Shah be avaAable tD ereryore working on slit. The property owner(s) Erosion Cortrd and the prime contactor must inform suboontadors about sbD mwetei requi,enients S. The actm I steal WW addf tb W a osbn Qofi d em, as may be requi, by the Cry I I Erosion control must be pnovfded for all a rfac erosive surfaces. Sloped sues espedaNl► and #* am responsibiN�s. Efigirteer due to an ira to gradrlg open atlon or � ma W y arise. x I lip 61 stray be protected against erosion � erosbn resistant surfaces slxtr as Vlfaste Management mnveya are a wet weatt D and 6. The CAnhactor Shall be and shah take ns bo I i x606 d' m monad , 9 o �cn, and banded fiber matrtc Contrador shad be resparsibie br properly disposing of all waste ur 90 ooretrrrft „wry P Pmt No arcavatlon and gradi I I materials. umping of unused or wsste Vftxts oo the ground, where water can beWsS On1D arms when � Wat�S � a haZafdot s OOndlbon I _ - E E E ng ctivntes allowed dufirg rer. miry turn into the rree system is strictly pi of rlbited. E E _ E E E _ S6 T E ' E I Diversion dikes shall be constructed to drannel runoff around the construction site. No seepage from durnpsters td be dlsdrarged Into sb .,water. serms/dlkes shah E [ E E E - -- 7. M erosl0rt control measures provided Per the app vved Gt ading Plan shah be incorporated hereon. 3` Contractor shall protect drarmels against arosb - using permanent and temporary shall be placed around dumpsters to divert are neural storm nrroff. ournpsters strati erosiaon control me mm. be dredced frequently for Ieals. Dumpster lids shall remain dosed at all times. eor eas he must drains from the face of at the - - - - - - - - - - - - - -� - - - - -` � - - - 8. Graded ay around t - - - Durnpsters without rids strati be placed wlthm structures with knperviorrs roofing or P way Remove existing vegetation only when abs*" y � shah be covered with tarps m order to avoid rain Mact with any trash material. x 9710 I i L --J ( �'-' eonducbad In phases to avoid unnecessary r em ova l of the natural ground cover. ooridusiori of eeth work day. j x • . I ( I I x 3,6 Do rat renrwe trees or shrubs unnecessa*, they help decrease erosion. " � fluids broken aq** and cona wood, and cleaved vegetation can be ul 9. AN rernov protectl de im shown sW be In place at the end of each Working day when J .. - .. ' ' I I QL Temporary vegetaton must be planted on slopes or Were construction Is not Nffl- recydabie mates must be taken to an appropriate IandA11 or deposed asof as and to order on l the five (5) day rain probability forecast exceeds forty PerCerlt ('1096). Sit t avid otfier debris x ,0, waste Ho ! V ' 1 I irrmrediatey planned for erosion control purposes• Erosion shall be prevented by tramrdous waste. For irrfo nnation an disposal of hazardous material, call the tiazardaa 58 5 PAD I planting fast-grov*V annual and perennial grasses W strield and bind the soil. tli toll free at ( 800) 714 -1195. For ne irrbrm atlon ardfl!!s shah! be removed after each rainfall. 59.5 PAD �, . _ . _ . � I I / dumpsters call EDoo at (760) 436 -4161. _ . _ . _ _ . . _ I I Plant on once axaVAM and adhbtls X "i F M REPWR VACANT FOR MM TM SIX MofITHS, � I x 37.5 - � �� men as so Pte' 9� Pollutants shall be kept off exposed Refaces. f ce trash cares and recydbrg receptacles 10. SNOW gernli natbn of hydroseeded SiOM faN tD70vi le effective coverage of graded stew I OR AT THE DISCRETION OF THE CrFY11MEER, THE x x s" around the site. (90% coverage) prior tD November 15, the stew shah be stabih With punched straw installed � PADS SHALL BE HYDRasEEDED. I - - - - - - -- - _ _ 1 - - - - --� -- water usage for dust oartrol stroll be mfnimtzed. In accordance w(th Section 35.023 of the Erosion Se*nent Control Handbook of the State of / Potable t>,lle� must be h good working order and dredoed fregnerrtly for Ieel6. Contractor shah provide secondary contairnnert and locate portable toilets away from C*Ibmia DMartmernt of COnservatlon. `: _. _ ' ' storrr id, ain inlets on pervious surfaces. All a nstruction debris shall be heel awey from the street, gutter, and sborrrrd, ahr. ..- INEW mom Ca tractor must routinely &neck and dean up material that mya have traveled away from construction site. x 34.5 x I - L EGEN D \ I BEST MANAGEMENT PRACTICES ITEM No. PER ATTACHED MANUAL I ENTITLED "CONSTRUCTION PHASE BEST MANAGEMENT PRACTICES FOR GRADING AND DRAINAGE IMPROVEMENT'S, ENCINITAS GRADING PLAN DRIVEWAY WIDTH �� I Nor 15*G, BASIL Miff, ENCINITAS" WHICH SHrVl BE O3FiSIDERED A PART SHOWN ON PLANS CHECKDAM x I : x 5+.7 x OF THIS PLAN AND IWLEREM AS REQUIRED AT THE LOCATIONS MM. 2 BAGS HIGH PERMANENT TURF AND LANDSCAPE FILTER AREA FOR BEST _ MANAGEMENT PRACTICE NOT TO BE MODIFIED WITHOUT A - - - - - - -- -. 35 MANAGEMENT OBSCURED � �� �� CITY. i I f GRAVEL BAG CHECK DAM r� c PRA TTO ODIFIED WITHOUT' A N - - - - NO SCALE - PL - ItMTf FROM THE CITY. COMPACTED FILL AREA �- SILT FENCE (BMP SC -1) 0 6 Crushed aggregate greater than 3 in SETBACK V NOTES , 76 R 12 STAKE B GRAVEL BAG BERM (9MP SC-4) CDCZXZDCZX= `a 1. CONSTRUCT THE LENGTH OF EACH REACH SO THAT THE ClW4GE IN BASE but smaller than (6 In ELEVATION ALONG THE REACH DOES NOT EXCEED 0 THE HEIGHT OF THE (SEE NOTE 4) LINEAR BARRIER. IN NO CASE SHALL THE REACH LENGTH EXCEED 500 FEET. A STAKE CONSTRUCTION ENTRANCE (BMP TC -1) : Fitter fabric ; _ Z THE LAST 6 FEET OF FENCE SHALL BE TURNED UP SLOPE. FABRIC STAKE w 0 0 o O o O g� 3. STAN DIMENSIONS ARE NOMINAL. NOTES 3 8i 5 FABRIC SECTION A 4. DIMENSIONS MAY VARY TO FIT FIELD CONDITION. 12 in Min, unless otherwise S. STARS SHALL BE SPACED AT 8 FEET MAXIMUM AND SHALL BE POSITIONED TOE OF SLOPE SEE NOTES 6, 7, R 12 R speclMed by a soils �i FENCE. DOWNSTREAM SIDE OF . ]DINING SECTION DETAIL (TOP VIEWS SLOPE � � SECTION H 6. STAKES TO OVERLAP AND FENCE FABRIC M FOLD AROUND EACH STAKE ONE SEE DETAIL A 2 „ r WOOD STAKES CONSTRUCTION PHAS DWS 1 FULL TURN. SECURE FABRIC TO STAKE WITH 4 STAPLES. NTS 7. STAK SF tALL BE DRIVEN TIGHTLY TOGETHER TO PREVENT POTENTIAL to .`o NOTE 3 SILT FENCE 2)T WOOD CD ROW-TWOUGH OF FABRIC STAKE - SEE ID BMP NAME COMMENTS NOTE: SECURED WITH WERE. SED IMENT AT JOINT. THE TOPS OF THE STAKES SHAM SEE NOTE 8 run ff to sediment trapping device " FABRIC NOTES 3 a S 1 Construct sediment bar ier and tha n, wh 8. FOR END STAKE, FENCE FABRIC StiAll BE FOLDED AROUND TWO STAKES TEMPORARY son. STABILIZATION I g ONE RILL TURN AND SECURED WITH 4 STAPLES. .; SS-2 Preservation of Existing Vegetation N/A - No Existing Vegetation to Preserve 9. IMRNIMUM 4 STAPLES PER STAKE. DIMENSIONS SHOWN ARE TYPICAL. END STAKE DEAIL STOP VIEW Mtrkt, NIA - No Slopes Proposed = 10. CROSS BARRIERS SHALL BE A MINIMUM OF 1/3 AND A MAXIMUM OF 1/2 j TEMPORARY SEDIMENT CONTROL Width as THE HEIGHT OF THE LINEAR BARRIER. °C �i� o0 11. MAINTENANCE OPENINGS SHALL BE CONSTRUCTED IN A MANNER M ENSURE SECTION A - A MAX REACH =5W SC -1 Silt Fence Detail This Sheet -see Location on Plan ccomodate SEDIMENT REMAINS BEHIND SILT FENCE. END STAKE (SEE NOTE 1) 6" SC-6 Gravel Bag Berm None Required - Use SC-4 Instead Z a a anticipated traffic 12. JOINING SECTIONS MALL PION T BE PLACED AT SUMP LOCATIONS. (SEE NOTE 2) 8' SC-4 Gravel Bag Owd Dam Detail This 9eet - See Location on PIS v► 13. SANDBAG ROWS AND LAYERS SHALL BE OFFSET TO HIMINATE GAPS. T WOOD STAKE FENCE CROSS BARRIER DETAIL A TRACKING CONTR Temporary PIPe culvert SEE NOTE 10) TC -1 Construction Entrarroe/F.xit Detall This Sheet - See Location on Plan g as needed e END DETAIL WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL 45 Mtn or 4 x the circurnknerice of the WM -1 Material Delivery and Storage BMP Manual Attadred construction vehicle tire, whewver is greater -77 t WM -5 Solid Waste Management BMP Manual Attadned Match existing grade END TOE OF SLOPE WM-6 Hazardous waste Management BMP Manual Attadred WM-8 Concrete Waste Management Onsibe Concrete Washout Not Allowed T T CE ��0 C I V /(F WM-9 Sanitary/Septic Waste Management BMP Manual Attadxd S 1�BII.IZED CONSTRUCTION EN � BRIAN y NO ScALE SILT FENCE 4 DONALO No.26175 7D NO SCALE CIVIL Professional ! Z F C OQ � 05/12/04 REVISIONS APPROVED DATE REFERENCE DATE LOCAL BENCH MARK SCALE DIESIGNED BY DRAWN BY I CHECKM BY bd APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. DwQ No. 3900 - I 0812 94 COUNTY OF SAN DIEGO BENCHMARK No. OC 0140 LOCATED IN PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPR GRADING AND DRAINAGE PLAN FOR DwQ No. 013 - DI 081091 THE CONCRETE ABUTMENT ON THE NE CORNER OF THE RAILROAD BRIDGE OVER 897UAS BLVD JUST FAST OF AS Noted .� - \ 1?/,. CITY ENaN R BY: BY: 1508 HIGHWAY �7' oATE: KNAFOU MINOR SUBDIVISION ELEVATION: 77.44 DATUM: MR VERTICAL AS Noted AN DON B"'� ,� DATE ENCINITAS PROJECT No. 02 -236 TPM /CDP SHEET 3 OF 3 License EVires 3/31/06 RESOURCE DEVELOPMENT CORPORATION JNO2 -0178