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2000-6637 I (Plans) +cis FUDLICSTREET IMPROVEMENTS ENERAI IMPROVEMENT NOTES WATER NOTES TPM 99 -313 OWNER'S CERTIFICATE WORK TO BE DONE 1. A Permit shall be obtained from the Encinitas Engineering Services Department for any Wait 1. Water Mains, Laterals and Appurtenances Shall be Constructed According to the Standard APN 216-053 -08 I hereby agree to commence work on any improvements shown on these plans within The Improvements consist of the following Work to be Done according to the Plans, the current within the Street Right -Of Way. Specifications of the San DieguI Water District. The Contractor Shall and Hereby Does Guar- existing City Right -of -Way within 60 days after issuance of the Construction Permit City of Encinitas Engineering Department Standard Specifi cations, the San Diem Area Regional A PORTION OF SECTION 33, T12S, R4W, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, and to pursue such work actively on every normal working day until completed, antes Al Work for a Period of One Year After the Date of Acceptance. STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF No. 2049, RECORDED JULY 26, 1927. Standard Drawings, latest edition, and the Standard Specifications for Public Works Construction, 2. The Structural Section shall be in accordance with City of Encinitas Public Road . R -Value irrespective and independent of any other work associated with this project or latest edition. Tests shall be required PRIOR TO CONSTRUCTION. 2. Unless Otherwise Noted, All Connections to Existing Mains Will be Made by the Contractor, Under under my control. the Supervision of San Dieguito Water District, After Payment of the Estimated Cost by the , 3. of these Im provem ent Developer. By: ti /,,•:� Date °"� mprovem Plans as shown Does Constitute l of Construction col All Public Sewer Improvements shall be constructed in accordance with the Leucadia County Water SH DAN HOMES LLC - JOSH ADDISON President District Standard Drawings and Specifications. All Public Water System Improvements shall be outside the Project Boundary. 3. Where Elevations and Grades are Not Shown on the water Main Profile, Top of Pipe Profile is A P.O. Box 232249 constructed in accordance with the San Dieguito Water District Standard Drawings and Specifications. 48 Inches Below Center Line Finish Grade of Street. u Encinitas, CA 92024 4. All Urde Ground Utilities within the Street Right -Of -Way shall be Coistructed, Connected and SYMBOL {858) 720 -2195 LEGEND ITEM REFERENCI: QUANTITY Tested prior to Construction of Berm, Curb, Cross Gutter and Paving. -- 4. All Services to be Constructed Dear of Driveways. S. The Existence and Location of Existing Urdergrond Facilities shown on these Plans were obtained \ \ 51TE M DECLARATION OF RESPONSIBLE CHAR E PUBLIC STREET CONSTRUCTION a searc of the Available Records To the Best Of Our Knowledge, 5. Contractor to Furnish One Inch Copper Water Service and Meter Box for Each Residential Lot. \ - - - - - - -- - -- - -- - - /�S�S. F by edge, there are no other Existing `�✓ Facilities except as shown on these Plans However the Contractor is Required To Take Preoutionary �\ \ I hereby declare that I am the Engineer of Work for this project, that I have exercised responsible charge L E ✓I ED TART H 6" THICK - t6Atra`._r 6. Contractors shall acquire a Trenching Permit from the California Division Safety for all L ° \ �► e over t design n of this project as defined in Section 6703 of the Business and Professions Code, and that Measures to Protect any Existing Faoblites shown hereon and any other which is not of Record ✓ \ s g or not shown on these plans. Trench Work. �"` �� ` the design is co with current standards. -�-� ETMIL, SHEEF 2 455 E.r F . nr►r unnrrren nn� i en n one z t 7. Install Fire Hydrants 2 Feet From back of Curb, If No Sidewalk Exists, or 7 Feet From Face \ 6. Location and Elevation of Improvements to be met by Wok To Be Done shall be confirmed by Field curb Where Sidewalk Exists or Will be Cahstruded. \,� �\ f �� I understand that the check of the project drawings and specifications by the City of Encinitas is confined Nteasurements prig to construction of New Work. Contractor will make Exploratory Excavations �\ �► to a review only and does not relieve me, as the Engineer of Work, of my resspon E , v, � eet design. and Locate Existing UnderGround Facilities sutfidently ahead of eon1ruction to it Revisions to �� \ permit 8. Provide Air Release Assemblies at WI Hight Points in Water Main - \ � RESOURCE DEVELOPMENT CORPORATION ARAN 0 S. i Plans if Revisions Are Necessary because of actual location of Exdsting Facilities. `� \�� ✓ 914 N. Coast Hwy 101, Suite E gr "I "17 9 NEW AC PAVEMENT & BASE SOILS ENGINEER -t'!00 9. Contractor Shall Obtain an Encroachment Permit From the City of Encinitas for Any Excavation �\ Encinitas, CA 92024 7. The Contractor shah Rights-of-Way. Notify San Diego Gas old Electric Comparry Prior Toafing Wok near Company Within Existing City \ ` _ ✓ dal DEMO AND REPLACE AC PVMT SOILS ENGINEER -4i-49B-rsF Facilities and shah Coordinate his/her wok with Company tatives. `1� \� \ (760) 942 -1106 Fax (760) 942 -2514 10. The District requires that Compaction Tests be taken where Water Lines are installed within - 7 _ C A��F NOTICE: NI Electrical and Gas Services w+lithm this Project Boundary are "UhderGronnd Installations'. Existing County Rights City of Encinitas Rights -of- -Way, or Private Easements, D� By For Location of Electrical Cables and Gas Piping and Appurtenances Contact the results approved by the City of Encinitas, before Water Lines are accepted and a copy BRIAN DONALD, RCE 26175 °AIM €L �R EA . San Diego Gas and Electric Company. Telephone: (800) 422- 4133. copy sent to the San Diequnto Water District Office. License Expires 3/31/02 8. The Contractor shall Notify Pacific Bell Prior To Starting Work near Co Facilities 11. Prior to Awarding Wager Line Contract, Owner Shall Advise Prospective Contactors to Obtain �'tE "� 1 g pain MINiTY MAP and shall Coordinate his/her work with Company Rep, eserrtatives. and Review Current San Dieguibo Water District's Specifications. NO SG4LE NOTICE: All T Services within this 12. The Contractor Shah Notify the District's Inspection Department 48 Hours in Advance of Beginning elephone Project Boundary are "lfiderGround Irnstahations". Work >p Arrange for Inspection of Project. STREET CENTERLINE MONUMENTS STD DWG M D 1 Ell i For Location of Electrical Cables and Gas Piping and Appurtenances Contact Pacific Bell. Telephone: (800) 422 -4133 13. Fill Areas Must be Compacted too 90%, Prior to Pipe Installation. 9. It shall be the Responsibility of the Developer m Contact Utility Agencies, advise them of the PUBLIC WATER SYSTEM CONTRUCTION 14. Approval of This Plan by San Dieguito Water District Does Not Constitute a Reptesentation roposed Improvements, and bear the Cost of Relocations, if needed. As to the Accuracy of, the Location of, or the Existence or Non-Existence of, Any Under- -- TWI S ERWGE SDYM F11 ••- s -- c-, - •� ground Utility, Pipe or Structure Within the of This Project. _ 10. All Television Services within this Project are "Urtdergrolnd Installations'. For Location of Cables and Appurtenances contact (800) 422 -4133. ( ) 15. All Existing Facilities Which May Effect Final Design i.e., Line Crossings, Line Paralleling, or Proposed Connection shall be Field Verified. All existing or proposed Utility Crossings within w PUBLIC 5EWER SYSTEM CONTRUCTION 11. Power Sources and Runs serving Street Lights shah be shown on the "As- Built'' Improvement 10 Feet of Proposed Water Mains Shall be Shown on Improvement Plans. Electrical and Aw Drawings. All Sources shah be located within the Dedicated Right- Of-Way, or within Easements Sewer to Cross Undo Water Mains Unless Oven Written Permission by San Dieguito Water District w " Dedicated to the City of Encinitas. 16. Water Connections to Commercial Developments Shall Have an Approved Baddlow Device 11 No Paving shall be done until Existing Power Poles are Relocated outside the Areas to be Paved. Installed to the District's Satisfaction. Backflow Devices are to be Installed Directly Out -�i,, side City or County Right of- Way or Outside Water District Easement. Repair, Maintenance and 13. AN Luminaires shah provide true 90° CutOff, and allow no Esape of light above Horizattal. Annual Testi of Back flow Device are R nsibil' of Owner. n9 � dY 14. The Contractor shall Request from the Engineering Services Department a Pre - Construction 17. Minimum Horizontal Separation of 10 Feet Required Between Fire Hydrants and San Diego Gas Meeting and shall provide AT LEAST 48 HOURS OF NOTICE for such Meeting. Phone 633 -2770. and Electric Vaults. y W f c at 4 15. The Developer shah be responsible Many Monument or BerichMark which is disturbed or destoyed 18. Utilities to Maintain 5 Foot Separation When Paralleling Water Services. shah be Re- Established and Raced by a Registered Civil Engineer or Licensed Land Surveys. - - Q ° H 19. Contractor and Developer are Responsible to Relocate Any Existing Water Facility (Fire Hydrant, R _ CONSTRUCTION NOTES (5EE SHEETS 2 � 3) lateral and Water Service by chiseling the ewer Meters. Valves, Valve Boxes, Etc.) That Are Effected by Their Project. 16. The Developer shall mark the Location of each S 1 1 J ��� „ - r� J t° r , t t "S" and '1M respectively, 2 Indies High into the Face of the Cwt. - n letters i Q DEVELOPER IS RESPONSIBLE FOR RELOCATION AND UNDERGROUNDING Of EISTING Y, 9 1 - 'M-1 OVERHEAD UTILITIES FRONTING THE PROJECT ALONG ANDREW AVENUE, CONTACT 20. Contractor to Supply Docu Showing That Any Asbestos Water Pipes Removed From the = - 17. The Address of Lot shah be Painted on the Curb in a Manner and Location Approved by Ground were Disposed of in a Manner Acceptable to the San Diego County Waste Division. 1 1 - A R EL V SoG&E FOR CONSTRUCTION PLANING AND DETAILS. the Inspector. , 1 Cla TE MSTING GAS METER ADJACENT TO WSTIW HMSE. 1 • Fi FOR C ON PLANNING AND DETAILS. 18. AN Walk shall be done in accordance with the Standard specifications for Public Works Construction NOTIFICATIONS- *0 IA R �L I 1 - � �� (laW edition), the San Diego Standard Special Provisions to the Standard Specifications for Public o EXISTIN HOUSE T REM IL © MODIFIED PCC ROLLED ORED NAVAJO T AIL, SHEET 1 1. The existence and location of underground utility pipes and stnxtures shown on these plans were 1 Constuction (adapted by the San Diego Regional Standards Committee), and the San Diego obtained a search of available records. To the best of Works our knowledge there are no existing utilities r' 1 1 11 4 EXISTING 1 1 / 2" AND 5 8" WATER BY DEVELOPER TO BE ABANDONED by �r � 1 ❑ / Regional Standard Drawings (later edition). except as shown on these plans, however: 1 - AT THE MAIN AND CAP BE EXCHANGED FOR N INSTALLED ON ANDREW v The Contractor is required to take due precautionary measures to protect any existing utilities or ;', 1 171 AVENUE structures located at the work site. It is the contractors responsibility to contact the followi -' 1 SEWER NOTES owners of said utilities or structures prior to any excavation, for verification and location o " "A" PEDESTRIAN RAMP PER STD DWG G-27 utilities and notification of commencement of work: + 1 = �.• I. All Sewer Work, including intallation of laterals, shall be inspected by a Leucadia County �'� Water District Inspector and the Contractor shall give 48 hours notice for inspection. a. Sewers - Leucadia County Water Distract 760 753 -0155 `,1% ti�'E� civ�[ Fy p b. Gas & Electric - SDG&E :00 422 - 4133 ,<< • - DA C Water - San Dieguito Water Distil 60 633 -2709 d. Telephone - Pac Bell =00 489-3441 e. Cable TV 7 931 -7000 0 \ * CIVIL f. Underground Service Alert 800 422 -4133 1 2. Contactor shall notify the City Engineers office 48 hours prior to beginning any work ;on this project. pF `1�OP�� z Phone: (760) 633 - 2770 ; C A 3. The Contactor shall g ive 24 HOURS NOTICE on cab for Inspection. Phone: (760) 633 -2770. All work performed without benefit of inspection will be subject to rejection and removal. `x,1,1 - , r AS-BU LT W t P F � 1 '- 1- � � 6 � c, 1 _ 0 mA A* 1AJ SAN D�GUITO WATER DISTRICT LEUCADIA COUNTY WATER DISTRICT ip Cy BRIAN R Ewa 3/3 l/raac� 1 W DONALD �, KEY MAP cc No. 26175 - -- - REVIEWED BY: 00-- 3 h /o 3/7 CIVI �I 1" NAME DATE N DA �'r �! w cw Dish*;'t der F dF CAt -�`' W Approvd Eon 2 Yen From Date Signed �C. � �ir� . Z , r EW" APPROVED APPROVED DI REITROCES Doh BENCH MARK SCALE ENCINITAS ARE DEPARTMENT Y APPROVALS OTY T ENONITAS ENGINEERING DEPARTMENT DRAWMNG N0. LL , The Benchmark for die contours shown on this plan PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPR D PUBLIC STREET IMPROVEMENTS FOR; is the floWine of Sevier Manhole No. 7 per Sheet 4, r �' 0 K N / A m` /1/1 JI.- v 37 Dwg No. 553 LC'WD �, ANDREW AVE AYE & ROAD, Elevation: 79.50 Datum: MSL wnnxAL N A 3 -mg/ AN DONA 261 5 1 �� �� o�>E S/ 31 / c I DAM i NAME DAiS � 3/-313/-31/02 TPM 99 -313 SHEET 1 OF 3 SHEETS RESOURCE DEVELOPMENT CORPORATION IN99 -017C i. f � , Ln VE v- o + ^'i v S F = 17.311 @2+ N c (3, ) N 1+1 OO r. `� )ROPOSED S n M _ 9 J- !h h + tG _ _ — .-� h + I Pf I ol v M + + E In 20' V. R M ,a — _ — J W O T -4 h Lu rn L-4 Z 4 F/ G z MGU - S N nkn L33 9 G1 2. =3. 4 % - N - N Q � _ + A A 1 6204 O _ - G RB N E Or 0 1 UK 55.35' CU BR N N h [~ + %6 ~ + LUi 7 4" BA DO ED WA R LIN 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +5 +00 4 +50 PLAN � R/ w� SCALE: 1" __ 20' STRUCTURAL SECTION NOTE: � 1 THE STRUCTURAL SECTIO SHALL BE DESIGNED BY A SOILS 0 10 20 30 40 50 60 ENGINEER AT THE TIME OF CONSTRUCTION BASED ON R -VALUE 5' - DEDICATION 20' 20' TESTING AND A TRAFFIC INDEX = 4.5. THE MINIMUM SECTION 1T SHALL BE 4" AC OVER 6" CLASS II BASE. J 3.5't PVMT WIDENING 2' 2' PP PROPOSED 5'w x 6"t DG PATHWAY sNOwn g � ON aROFaF 2 a } Q __ - - - - - DQSTING9M S / — - -- -- m CC 1 cn Q W , .- y�j W r. W ^ / EXISTING GRADE CL CA . 3 z W "' 3 ° `n Q PROPOSED MODIFIED PCC ROIL® CURB T EXIST AC PVMT & BASE g =$ �o d pc -�-I g 2 6 c� "" z W ,/ / I FH (CONCRETE 520-C -2500 COLORED NAVA10 KID z -� PER DETAIL SHEET 3 C) ; W) � � � U 8 o = �� TYPICAL SECTION - ANDREW AVENUE IV- Z Go G G G G G G G G G ST1K 1 2' GAS API b "� 7 ' T /T / /•7��TAT/7 /7/r // �i T T�7/7 ' 7lTll7' 7 /�/T ' T /7T71 /T /7��/T . I7�1lTl /TJT i /Ti7lIi� Tl7/�i7 - lL�/ G . g W ' N RB OUTLET PER STD DWG D-25 X18" 18' - g EW: AVENUE : �. i . s � , _ , ', .• _ M 74057' S S �• , _ ; a E = H 21/I' x I x 1/4 x 4 0' GALV STEEL ANGLE `.� W V 1J• V W -- J : 1 �N �/.. W W W' W - N W : W W W W. W V WG . �(' - .W W . W o -�� `\ ' CoN1�OPi � W W W W • - ` \ \ • • a • ' d d . • V W W .� 10 : W W W • • • e Q!m OUn-Ff . • MONMMIE GUrrEl d u � W T W W W 6o�iNff 4 wA N W d . ' a w 85.04' - - - EfQ5T1JVG PP Tn REMAIN a = ti . • ac 85.44' w 81.4 w O I Q O a •. CURVE DATA J ce AGE BERM a P /L: D = 1 °42'35 E) I P No. 5792 -G R = .00' ° CU RB OUT LLED CUR o + ::. ' L= 46.12' : n NO SCALE - I RA R E P A r L 2 P A R r - 3 CURB: D 105 °42'35" g S I W H 1 3 EXISTING SEWER RALS = 30 f6 �� SEWER LATERAL TABLE ce Z E3 I PER DWG No. 57 2 -G 7 � tl L = 55 .35' SEWER INVERT EL LATERAL DROP TO INV E RT AT TOP of CU J (I LATERAL No. LOT No. SLOPE PTH AT PL REMARKS Q STATION AT MA IN LENGTH (FT) MAIN PL EL Q LAT W C ! VI ! oC I c BRIAN Iq 1 1 1 +30 66.29 25 1.2 69.49 8.7% 74.99 5.5 m ( DONALD v �u y No. 2617 2 2 2 +25 68.89 25 1.2 71.86 7.7% 77.36 5.5 3 3 3+10 71.71 25 1.2 74.46 8.9% 79.98 5.5 CIVI fe Pro at _ W " =RAWN BY REVISIONS APPROVED DATE REFERENCES DATE BENCH DARK SCALE DESIGNED BY I CHECKED F� S Y APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. S i 2. The Benchmark for the contours shown on this plan PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP OVED STREET IMPROVEMENTS FOR: 17 la - Wr R + - is the flowtine of Sewer Manhole No. 7 per Sheet 4, DATE BY: BY: Io 6 3 7 r L- cry W Dwg No. 553 LCWD HORIZONTAL 1" = 20' 261,5 o ANDREW AVENUE, LEUCADIA vERncu 1" - 4' BRIAN DO C 6 75 �� NQ 'f S /3l / I DATE: ER E GIN TPM99 -313 Elevation: 79.50 Datum. MSL L�anse bores 3/31/02 EXP. 3/31/02 SHEET 2 OF 3 SHEETS RESOURCE DEVELOPMENT CORPORATION JN99 - 017C 4W Ln ilw LAJ Aft U14AUt AT I ?0"HlORI2 ORAL 1"= -f t X511 0K sssss- L.-i-ososs FA 1 i soossow Is T LIAL . ..... . ...... t . ..... j . ...... ...... 4-- . . .......... i NEW EMT EM FLM CONSTUCTION NOTB ME 5HEETS —2(F SCALE: 1" 20' DZ711% 1 1/2" AND 5/r WATER SERVICE OWNED BY DEVR.OPER TO BE ABANDONED AT THE 5' S.y:k MAIN AND CAPACITY TO BE EXCHlANGED FOR NEW METERS INSTAWED ON ANDREW AV8ff as 9F 0 10 20 30 40 WITH AN ENCROACHMENT PERMIT AT THE TIME OF KWING CONSTRUCTION FOR EACH LOT LEVELED EARTH PATHWAY— rJLGMDE M DEMO E)(ISTING FaING AC AT SW CORNER OF ANDREW AND SHERIDAN. REPLACE WITH ls� i 4C / ww., v o '� �/. ., NEW AC PAVEMENT AND MR PER DETAL 019LOW NEW PAVEMENT EDGE QJRB. 5101( GRASS AND FABRIC LBO SWALE PER DETAIL DEMO AND REMOVE SaSTING ACPn'CH AT EDGE OF PVMT 1Y AM" AJ Io SMAAIK- 74 Fi\09;F?rjl& an IV 1w SAWCUT QtASSY SWALE PER DETAIL -2D40 CURB DISTANCE FROM CENTERUNE spEaFIED ON PLAN NO SECTIONS 03-OW I rn vjw/, w — w — V Mv9MUM 11.2111. IfVELED WAIXING PATHWAY 4"WATERMAlN —w S' 6' TH� NEW AC PVMT BERM 4' SEEDED CIPSO TO REMAIN am RECOMPACT BASE MATERIAL is SEWER LATERALS Nol so' Civit DWG No. 5792-G T 1. CONCRETE SiALL BE S2D-C-2500 IBRIA DONA 2. SEE STANDARD DRAWING G-10 FOR I= DETAIIS is KEV15ION NOTE No. 26175 w THIS SHEET COMPLETELY REPLACES THE CIVIL pf fl Y WITH DETAIL EDGE OF FAYEMENT CUK5 SWALE SHUT 2. FM REEM SEE THE 9LONAPM 4 vfossionai NO SCALE THE CITY ENGINEER. FCA UL51UNLU UT 5PAWN CHECKED BY 08/09/02 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS ENGNEERING DEPARTMENT DRAWNG NO. RXNATE CM, WrrM & MMALK The Benchmark fbr the axftrs Mown on this plan PLANS PREPARED UNDER SUPERMSION OF REC ED APPROVED STREET IMPROVEMENTS FOR: AM RE10a WITH FUR SWALE 4anh* No. 7 per Shed 4, BY BY: As U6 12--lo,03 Is ft fbwfhe of Sew f HORIZONTAL 1 20' 44 QTY ENGINEER 6637-1 Dn No. 553, LCWD ANDREW AVENUE, LEUCADIA - ELL L DATE: 1 4 / tZ , ! 62 DATE. I ZJ I &Z 0 DATE. Elevabw: 79.50 Datum: MSL SHEET 2A OF 3 SHEETS RESOURCE DEVELOPMENT CORPORATION IN99-017C c'7 ri 1 10 VIRT4xl ^- z PI .7 1 t50 co - o = 1 = Uj ao + c Lin LO L Ch c cn + �° oo A + I I -- - - G A E I I 1" 2' Al 1 "= 4' 0 OF A I I I II II I I EX STI�IG 0 W No 57112-1 ME J Il - n r LA SEE - UR� R N 0 LE " '� OP OF RB SH ET 2 � + cc Ln -folk- Goo `^ �' g M n 119 N OO A N 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3+ 4 +00 4 +50 NEW EXIST EXIST � � � 40' i PLAN T - STREET DEDICATION 20' 20' I SCALE: 1" = 20' 13.5'± 12't T5 2' PVMT WIDENING I - f (EXISTING) (EXISTING) ' 0 10 20 30 40 50 60 PROPOSED 5 x 6"t DG PATHWAY 10' �� I � E)QSTIN GRADE G - — I z z PROPOSED NEW GRADE - - o _ _ _ _ E)QSTING SUBSTANDARD PAVEMENT I ` f �• � N - - - 26' 8 BASE (2" OVER NATIVE) TO REMAIN Q i , Z § NEW AC PVMT & BASE PAVEMENT 3 � A* o � SAWCUT EXISTING EDGE OF I ice REDWOOD HEADER PROPOSED MODIFIED ROLLED PCC CURB FOR A CLEAN, NEAT EDGE TO MATCH NEW 1 0 (CONCRETE 520 2500 COLORED NAVAX) TAN) NEW PAVEMENT SASE "' G PER DETAIL BELOW ' , + WIDTH VARIES coo z DM IMPROVEMENTS PER DWG No. SAN ,� W TYPICAL 5ECTION - SHERIDAN ROAD -- - - - - ell '.10. f .• 3 WSW PP TO REMAIN — GE — NO SCALE E 13E 5' 1 3 13E OE G A2 1.1 2 GAS "N - _ 7 ���� ��7\ -- ���TR V - •� ;, 111 - � �� G �G C* — _� O -.G -G G'. - �G .G -G - � ' �+ E>aSj ATER fYIA\N SHERIPAN •ROAD '. - .H•o �. � � r, .�• •: •• • d . .:.� .. .. �..� • _ . � - - — STRUCTURAL SECTION NOTE: - -� - - T —, `CCC • . :.. . • • . • '. . � �JgST�IG B' •VCS �NER�IMAIN • ' � •' ``' .. THE STRUCTURAL SECTION SHALL BE DESIGNED BY A SOILS TRA SMON ENGINEER AT THE TIME OF CONSTRUCTION BASED ON R -VALUE N D I.. 30 -- - R TO EXISTING TESTING AN THE MINIMUM SECTION --------- SHALL BE 4 " AC OVER b " INDEX = 45 A TRAFFIC CLASS U BASE ^ -- - -- ------ - - = - -- -_ -_ _ _ 30 30 3a __ _ _ o f• l i i - - - --- -- W Z ¢ y , CURVE DATA z m 1 z N DQSTING M RY RETAINING WALL Rl' - P/L. Q 105042'35" W ", a °w D[STING HOUSE TO REMAIN g F m 1 � 33 " R= 25.00' a a 4 z PAL _' 4 1„ W cn Y 8�a 3 L= 46.12' - 1 - a z r - r� J ` \ p N a z f " a Z E C °° to 1 r- 6 CURB: D = 105 °42'35" ,+ o c' 1 • • •° R - 30.00 r� A r' r,' - «� m z r' �'' r � � � O ° D • L= 55.35 0 + M o r ✓�� 1 ° s •. eel M E3 �. m 99-- 313 � � rpm 98-11 1 Y CI ` ' .' : , . 1v: •�• 3 .� � BRIAN i � W DONALD m MODIFIED ROLLED CURB (36'� Cc No. 26175 " NO SCALE ,t CIVIL Prof9ss18! W ���c � \F OP S REVISIONS APPROVED DATE REFERENCES DATE BENCH DARK SCALE Y APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. � s JE The Benchmark for the contours shown an the PIS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP VED STREET IMPROVEMENTS FOR f7 SN�E � . the flowline of Sewer Manhole No. Sheet 4, . _ DATE: 2 �� s,3i � : 5HERIPAN ROAD, LEUCAPIA 66371 No. LCwD HORIZONTAL I E iN ER - VEIMCAL V - 4' AN DONAID 251 NO.: 26175 DATE. DATE: TPM99 -313 11 Elevation: 79.50 Datum: MISL L 3/Y/02 EXP. 3/31/02 SHEET 3 OF 3 SHEETS TI RESOURCE DEVELOPMENT CORPORATION IN99 -017C _ .. } t I _ 1 i i ( I - - - -- - -- +- } J J i i = i I 1 _ - --- --- -- -. ...,. -- _- - - -- - - - -- - - -- - -- _ -- - -- -- - - ----- -- -- - -- - - - -- - - -- -------- -- -- - --- -- -- - - -- -- - - -- - - oil E I i , 1 1 W ! : : : OD ! : O ( i i i : ' 1 I . t OO i i i i M Ln Ln i 3 _ v i _ k i i = _ _ ! ! t ' _ � - - - -- - °_ . ..- _ - - - -- r s _ .... -. - -- - - -} I I! ` - ' 1" k O NTAL ;1'= # _ - : } • i E - i - - --- -- - - - - - i- - - - - _ - - - - - - - -- - -- -- - - - - ------ t I i I 1 s ! of a b , , I I i i I&A Ci : Ll i r -r ( i i - - - - - -- - - _ - - -- - i E i i I i i I : i � Na -I • 5192 I _. t- } -_ - -- - j — t _ _ - _ _.. -- - - - - - --- --- -- - -------- ' t ..._.. ._ ... ... - -_- - _. __. . -. _ -. -.. _ _ _ .. .. . ..... ... . . ... __ -. _ .. _ 1. - -- - - - ..*"_ - Y_ -.. -. .... ... ..... . ... ... . ----- _ __ -_- ___ ------ -------- ___ __ _ - -. ___ __..__ __.. _- _ - -- -- --- - - -- - - -- - - - -• - - - - - - -- -- ---- -- - - - -t - { + r _. _� I' ( : 1— —� 1 i i Ll i P "OF CURB: i _i—i -' '-•}. = i _... G kAli -- ------ --- - - 7-- - - -� -_ i t. E _ ( �.. - - -- -- -- _- I ' i -- - -- - -- - - - - -------- - - - - - - - - - - - - -- -- --- -_ ... -- _ - -- - 1 E 0 +50 1+00 1 +50 Z +00 2 +50 3.x.00 3 +50 4 +00 4 +50 AN t I SCALE: 1" = 2(Y L 2 0 10 29= _ 40 50 60 REDWOOD HEADER NEW MEMENT k BASE NEW ow E)(ISr • , , L • WIDTH VARIES \T� �p 4 DQSI'tIVG PER DWG N0. 57'92-1 1 ± ♦ R/W R/W R/W . 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FOR REEERE 4C� SEE THE ORIGINAL PLANS ON FILE WITH CIVIL * z � Professional \� THE CM ENGINEER. 9TF OF O p� \F� 08/09/02 REVISIONS APPROVED DATE: REFERENCE DATE BENCH DARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. I�IMrni'''TECM GUrrER &SIDEWALK The Benchmark for the contours shown on this plan PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED STREET IMPROVEMENTS FOR AM REPLACE WrrH FILTR SWALE is the flowline of Sewer Manhole No. 7 per Sheet 4, BY: � � B Y: � LCYID HORIZONTAL 1 - 2 O ' Z t , 2� O GTY ENGINEER 5HERIDAN KOAD, LEUCADIA V 6637 I Dwg No. _ DAlE _`�� DATE. Z� Z DAM- ERTICAL 1 = 4 Devntlon: 79.50 Datum: hISL uo 261 TPM99 -313 rSFEET3A OF 3 SHEETS RESOURCE DEVELOPMENT CORPORATION IN99 -017C