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1991-2674 I (Plans) GENERAL IMPROVEMENT NOTES : 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES IMPROVEMENT PLANS FOR DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT-OF WAY. 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH THE CITY OF ENCINITAS PUBLIC ROAD STANDARDS. R VALUE TESTS SHALL BE REQUIRED PRIOR TO CONSTRUCTION. A 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL H W A L K OF ANY CONSTRUCTION OUTSIDE OF THE PROJECT BOUNDARY. 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY CURB,SHALL BE CONSTRUCTED, CONSTRUCTION CITY O F ENCINITAS TRACT NO . 9 0 - 091 NUMBER ITEM S DR S D SYMBOL QUANTITY CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS-GUTTER, AND PAVING. y 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE SEWER NOTES ( CONTINUED) BItBDIVISiON BOUNDARY I ----- ti PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR r,,tiA� -+ + Z Zc t�^ �" EASEMENT LINES ',; „ , % A , , ,_x'r < y -� KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE 9. The Contractor shall conform to labor code section 6205 by submitting a detailed M H ------ �t SUBDIVISION BOUNDARY ; w N LOT LINES PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES plan showing the design of shoring, bracing, sloping or other provisions to be made for M H I \ TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF work protection from the hazard of caving ground during the excavation of such trench (� ��` r'i > y� y AC PAVING 6 BASE (MIN 4 AC/6 A. B•) 13,1 OOSE RECORD OR NOT SHOWN ON THESE PLANS. or trenches or during the pipe installation therein. This plan must be prepared for all t a 6. LOCATION AND ELEVATION OF EXISTING IMPROVEMENTS TO BE MET BY WORK TO BE DONE trenches five feet of more in depth and approved by the owner prior to excavation. If ' ,N, 4 3 2 1 t% D gL• PCC CURB & GUTTER G-Z the Ian varies from the shoring standards established b the Construction t (yl ( ) tEU: 760�:F SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. plan g Y I , , S HEE 2 _ CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDER Safety Orders, the plan shall be prepared by a registered civil or structural engineer at � ' " > • n ti,�� -r--�--- the Contractors expense. � �- 5 1 Q O 'vim PdC DRIVEWAY O-14A A 1 10EA: MH M1H 1 r Opp w GROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO / `'� ON'9 a PCC SIDEWALK C,-1 ":.: • :4 :'. 3,800 6.F. PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING ,.c;�,, -,,, _ „ 1 / � Q 10. Soils re orts shall be submitted to LCWD by a qualified soils engineer which �'' a4' C'r`T `, ° -vy I = W yZ �' O FACILITIES. certifies t hat all trend±backfill was compacted as directed by the Soils Engineer in MH - MH. JACOB I L NEI ° accordance with onsite earthworks i'" x% c,"�`"� O PCC PEDESTRIAN RAMP G="27 �• 2EA. 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO specifications and LCWD specifications. SE 674 -G >- yw \; (S CET.3/FOR 6 /�' , _ " STREET NAME. SIGN D3-13 ♦ 1EA. STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH � � STREET LIGHTS E-1 COMPANY REPRESENTATIVES. 11. All lots shall be served by a four inch (4") lateral set at a minimum grade of 2.0% with a OFFS/TE d /NAOE _�� / minimun drop of 0.3 feet, and an invert depth of 5.5 feet below top of curb at property /MPROI/E I STOP SIGN R_1 Z 1 EA. line, unless otherwise approved 7 8 9 10 ` 1- i VICINITY MAP 1EA. NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE "UNDER by LCWD. � 111=1001 b GROUND INSTALLATIONS". FOR LOCATION OF ELECTRICAL CABLES AND NO SCALE ' EXISTING AC GAS PIPING AND APPURTENANCES, CONTACT SAN DIEGO GAS & ELECTRIC 12. All mains and laterals shall be constructed with a minimum cover of 48 inches. 'I COMPANY, TEL.: 800422-4133.. INDEX',',A n.-- � CENTERLINE MONUMENT N-10 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC BELL PRIOR u � 2EA. 13. All laterals shall be constructed clear of driveways. SHEET2 ' E 3 SHEET 1 TITLE PAGE IT STARTING WORK NEAR LEGEND SHEET 2 JACOB LANE AC OVERLAY 0 1/2-1 MIN.) G - 25 7,800 SF COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY 14. All pipes shall have a minimum of four inches (4") of crushed rock bedding and a SUBD�V�N BOUNDARY SHEET HYGEIA AVENUE REPRESENTATIVES. minimum of twelve inches (12") of crushed rock cover as shown on LCWD LOT LINE PROP CONIC. ENERGY DISSIPATOR m ?BENCH RESTORATION SDG-101 ® 200 4.F standard drawing S-12. LOT NUMBER 1 PROP CURB INLET NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT ARE "UNDER PROP. STORM DRAIN =SD PROP. FIRE HYDRANT ►N 8" PVC SEWER MAIN LCWD S- 12 S 564 L.F. GROUND INSTALLATIONS". FOR LOCATION OF CABLES AND 15. Job mixing of concrete i5 not permitted. PROP BROW DITCH b PROP. STREET LIGHT APPURTENANCES, CONTACT PACIFIC BELL, TEL.: 800-422-4133. DIRECTION OF FLOW --O 10 EA. PROP. STORM -DRAINCLEANOUT O PROP STREET SIGN OR STOP SIGN h d" PVC SEWER LATERAL LCWD S- 13 9. IT IS THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY AGENCIES, ADVISE 16. All concrete testing required by the LCWD will be at the expense of the Contractor. PROP SEWER LINE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS, IF 3 PROP. MANHOLE oMH SEWER MAIN CLEAN OUT LCWD S-9 --0 1EA. NEEDED. 17. The Contractor must secure approval from the LCWD inspector prior to backfilling over 3 3 PROP WATER LINE w any sewer pipe or sewer wyes. PROP CLEAN OUT --oCO. 3 SAWCUT 6" IN FROM EXISTING EDGE OF EXIST. WATER L NE __ _W__ 3 SEWER MANHOLE LCWD S-4 O SEA. NX 1ST. SEWER LINE g _ _ it PAVEMENT TO PROVIDE A CLEAN EDGE 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDER GROUND INSTALLATIONS". 18. All laterals and mains shall be tested by "Air Test Method" after constuction of all - - WHERE NEW PAVEMENT SECTION MATCHES FOR LOCATION OF CABLES AND APPURTENANCES, CONTACT TEL.: 800-422-4133. other utilities as specified in the LCWD Standard Specifications. Q w 531 R/W & X EXISTING. PVC WATER CL 150(SiZE PER PLAN) W-31 d 33 W 30C LF. It ° w R/W 1" WATER SERVICE P _ 2 m-OW 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON THE"AS BUILT" 19. All access holes (man holes) shall be tested by "Vacuum test" as specified in the 3' 81 25 ( 53 1 OEA. IMPROVEMENT DRAWINGS, ALL SOURCES SHALL D, LOCATED WITHIN THE DEDICATED LCWD Standard Specifications. - 3' I 25' 1NO PARKING FIRE LANE" PER ENCINITAS RIGHT-OF-WAY, OR WITHIN EASEMENTS DEDICATED TO THE CITY OF ENCINITAS. 18, 20 � 5' , 1 t8' FIRE DEPARTMENT SPECIFICATIONS : 12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED OUTSIDE THE 22±EXIST. AL-VARIES VARIES'SEX/ST. E.P 4 ' 22'tEXIST. A.C. t 12' a 8" TAPPING SLEEVE AREAS TO BE PAVED. I 1EA. ST , I 14'tEXISTA EXIST. AO. 13. ALL LUMINAIRES SHALL PROVIDE TRUE 90 CUTOFF,AND ALLOW NO ESCAPE OF LIGHT ABOVE WATER NOTES' 2.6 011 GATE VALVE W-20 ® i EA. THE HORIZONTAL. -� = 0/2 MIN. A.C. OVERLAY „ 1 - SMOOTH 8 FEATHER TO 2 BLOW OFF VALVE P- 4 1 EA. 14. THE CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICE DEPARTMENT PRE- (1) Water mains, laterals and appurtenances shall be constructed according to the standard ,° 1 �2 MIN. A.C.OVERLAY JOIN EXISTING A.C.,SEE I" AIR VALVE P••10 r--� 1EA. /1 4'A.C. 6 AJ3.MIN. SMOOTH $FEATHER TO CONCRETE CURB EXISTING AC.pAVIN6 GENERAL NOTE 15. CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 HOURS OF NOTICE FOR SUCH A specifications of the San Dieguito Water District. The Contractor shall and hereby oes guarantee CUZ8, J EXIST. PAV I NG JOIN EXISTING.A.C..SEE Y 8 GUTTER �S/QE�{',q(K 4 .I = 0 6"A.B. MIN. MEETING. PHONE NUMBER 633-2770. all work for a period of one year after the date of acceptance. GUTTE,Q qd/D SIGLWq�,,e TYPICAL SECTION GENERAL NOTE 15 PER S ORSD T.1 = 5.0 Fiff SORSD ON'G. G-2 C G-7 TYPICAL SECTION EXIST, E.P. G 24AIDG-T. HYGEIA AVE! NOSCALE 15. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS FIRE HYDRANT ASSEMDY P 1 (COMMERCIAL) 1 EA. DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED (2) Unless otherwise noted, all connections to existing mains will be made by the Contractor, STA.5+2834 TO STA.6t00 HYGEIA AVE. • NO SCALE CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. under the supervision of San Dieguito Water District, after payment of the estimated cost by the (PUBLIC) STA.3+60.80 TO STA.4+32.34 RGR. 1011 RCP D-60 �,_ developer. SAWCUT 6" IN FROM EXISTING EDGE OF (PUBLIC)' 120LF , 16. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL AND WATER PAVEMENTTO PROVIDE A CLEAN EDGE R/W R/W CURB INLET - TYPE "B" D-2 21 1EA. SERVICE BY CHISELING THE LETTERS "S"AND "W", RESPECTIVELY, 2 INCHES HIGH INTO THE WHERE NEW PAVEMENT SECTION MATCHES 56' R/W FACE OF THE CURB. (3) Where elevations and grades are not shown on the water main profile, top of pipe profile is EXISTING, 48 inches below center line finish grade of street. WATER NOTES ( CONTINUED) 10' �B' 2g TYPE " B " HEADWALL D-32 � 1EA. 17. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A MANNER AND LOCATION 1 ' APPROVED BY THE INSPECTOR. (4) All services to be constructed clear of driveways. o , 5' `STORM DRAIN CLEAN OU'P y (13) Fill areas must be compacted to 90% prior to pipe installation. CURB 8 5' 1 ❑ 1 N GUTTER I& ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR � � (TYP.) ' TYPE "A-4" D-9 � PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL (5) Contractor to famish one inch copper water service and meter box for each residential lot. (14) Approval of this plan by San Dieguito Water District does not constitute a representation as 2°I° 2% 22�/° SEE C PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION to the accuracy of, the location of, or the existence or non-existence of, any underground utility, 4 A.C./6 BROW DITCH D-75 b b GRADING a CD (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE)AND THE SAN DIEGO (6) Contractors shall acquire a trenching permit from the California Division of Safety for all pipe or structure within the limits of this project. 1.=4. CONIC. S/DEWgLKPE? PLAN V REGIONAL STANDARD DRAWINGS ( LATEST EDITION). trench work. AB MINT TYPICAL SECTION 0-71 CURB (Gf/TTFp QUANTITIES NOTE: (15) All existing facilities which may effect final design, i.e., line crossings, line paralleling, or PER 0-2 JACOB LANE •NO SCALE THE QUANTITIES ABOVE ARE ESTIMATED FOR BONDING AND PERMIT PURPOSES ONLY. THE O (7) Install fire hydrants 2 feet from back of curb, if no sidewalk exists, or 7 feet from face of proposed connection shall be field verified. All existing or proposed utility crossings within 10 feet (PUBLIC) ENGINEER IS NOT RESPONSIBLE FOR QUANTITIES USED BY VARIOUS SUBCONTRACTORS IN W curb where sidewalk exists or will be constructed. of proposed water mains shall be shown on improvement plans. Electrical and sewer to cross under ESTABLISHING THE SCOPE OF WORK TO BE PERFORMED TO COMPLETE THE CONSTRUCTION G m water mains unless p y Dieguito Water District. SHOWN ON THESE PLANS. ID EWER NOTES given written permission b San Die Z co (8) Provide air release assemblies at all high points in water main. 1 All work shall be done in accordance with the Leucadia County Water District d ,(16) Water connections to commercial developments shall have an approved backflow device CO C (LCWD) Standard Specifications. DECLARATION OF RESPONSIBLE CHARGE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO (9) Contractor shall obtain an encroachment permit from the City of Encinitas for any installed to the District's satisfaction. Backflow devices are to be installed directly outside City or r a 2. The Contractor shall secure a permit for construction prior to any excavation within existing City rights-of-way. County right-of-way or outside Water District easement. Repair,maintenance and annual testing of THESE PLANS, 1 HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. THAT I IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE N! CD construction. backflow device are responsibility of owner. HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS (10) The District requires that compaction tests be taken where water lines are installed within DEFINED IN SECTION 8703 OF BUSINESS AND PROFESSIONAL CODE, AND THAT THE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES ALTERATIONS W m 3. LCWD Standard Specifications are available at the District office. existing County rights-of--way, City of Encinitas rights-of-way, or private easements, and the results (17) Minimum horizontal separation of 10 feet required between fire hydrants and San Diego DESIGN IS CONSISTENT WITH CURRENT STANDARDS. OR ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF PUBLIC H approved by the City of Encinitas, before the water lines are accepted and a copy sent to the San Gas and Electric vaults. WORKS DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER 4. The drawings and the data hereon are hereby made a part of the specifications. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY COMPLETION OF THE IMPROVEMENTS. UJ CIO 4C Dieguito Water District office. THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, � , W 5. No revisions shall be made to these plans without the approval of the Leucadia County (18) Utilities to maintain minimum 5 foot separation when paralleling water services. AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN W Water District. -(11) Prior to awarding water line contract, Owner shall advise prospective Contractors to obtain ON THESE PLANS WITHIN EXISTING CITY RIGHT-OF-WAY WITHIN 60 v > and review current San Dieguito Water District's specifications. DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO N a O 6. Approval of this plan by the LCWD does not constitute a representation of the (19) Contractor and developer are responsible to relocate any existing water facility (fire accuracy of the location of, or the existence or non-existence of, any underground hydrant,meters, valves,valve boxes, etc.)that are effected by their project. �'I Jr-Q 7 RAW SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL W .4 O R. B TIA, RCE 051348 DATE COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK utility, pipe or structure within limits of this project. (12) The Contractor shall notify the Districts Inspection Department 48 hours in advance of EXP.6-30-98 ASSOCIATED WITH T PROJECT OR UNDER MY CONTROL. m co beginning work to arrange for inspection of project. (2 Q) Contractor to supply documentation showing that any asbestos water pipes removed from ,® �® �� J 7. Contractor shall notify the District forty-eight (48) hours in advance of beginning work the ground were disposed of in a manner acceptable to the San Diego County Waste Division. SIGNATURE DATE C m so that inspection can be provided. ENCINITAS FIRE DEPARTMENT OWNER: T R C DEVELOPMENT CORPORATION go LEGAL DESCRIPTION: THAT PORTION OF LOT 9, of LEUCADIA REFERENCE DRAWINGS 27381 CE LANOVA v O° oe, S. The LCWD Inspector shall be furnished three sets of cut sheets. ACRES, IN THE COUNTY OF SAN DIEGO, MISSION VIE JO ACCORDING TO MAP THEREOF NO. 1704, 2674- G GRADING PLANS V m RECORDED IN THE OFFICE OF THE COUNTY 3178 I IMPROVEMENT PLANS FOR HYGEIA AVENUE CA.92696 RECORDER OF SAN DIEGO COUNTY "APPROVAL OF THIS PLAN BY THE LEUCADIA COUNTY WATER ASSESSOR'S PARCEL NO.: 256-040-31 JUNE 5, 1918. QIG'//�V� o- -7 8 T DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO Z SIGNATURE Date Q�OFESS/ON W y THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OF, a W O A.P.N.: 256-040-31 � BHATj q�F ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE Q S °" SITE ADDRESS: HYGIA AVENUE 1 AS BUILT y� P° 9 c LIMITS OF THIS PROJECT" Z G d No.ENCINITAS, CA. 51348 m LEUCADIA COUNTY WATER DISTRICT Q C V C O M & ASSOCIATES * Exp.6 30 02 * PUBLIC SEWER SYSTEM APPROVAL m 9,149 B a l b o a Avenue, Suite 3 O 1 OWNER: TRC DEVELOPMENT ��-° ' 1J CI VlL �Q APPROVED BY: DUDEK AND ASSOCIATES, INC. W San Diego, California SIGNATURE qTF Fp`�� W (619) 505-8800 Fax: (619) 505-8866 `� _ 51348 8-14-98 OF CA�� RICE . DATE v� ✓ 4► 00 1228-53 -�' R E265 4 E JOB NUMBER W.O. NO. W REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SAN DIEGUITO WATER DISTRICT Designed By Drawn By Checked By APPROVALS CITY G7 F E N C 1 N 1 T A S ENGI NEERING ' DEPARTMENT Drawing No. 5 BU/LT 6A 717019Y Description : CO. OF S.D. U1307 REVIEWED BY: R.B. T.N. / I.J. R.B. _ Location 49,4FT. W. OF CL VULCAN AVE. APP ED Horizontal Plans Prepared Under Supervision Of PLANS FOR THE IMPROVEMENT OF TM 90-091 31.5 FT. N. OF SIGNAL LIGHT 7/ _ Date �_(S` 4� BY• (� N0.2361 51348 City Engineer T M t� 0 - O 1 2574 1 R.C.E. No. E Recorded From : N6S 1978 LEUCADIA Vertical DATE �^ �j R7 Elevation 55.008 Datum M.S.L. pirestinihree years. DATE R. HATIA EXP. to".�6N 98 - Sheet 1 of 3 E 0 }_ 2� 40 .C. r EIA AVENUE . . . . . . l ° ` ne' � i f r ` - - I m D N' } --- a O } 9S f i m Q . /50' Vc: o � rn „ ti 2 IP m J AC +-�-1 .�--- �--- � �q� ti'- '_--- � a - � - RLSTA. 2+75. PI. 94. 791 ._ kki T_ I n 0 r L. N �l 15 V 1 / _ - - - -- - Q I y, .L. HG L. U p N I. .7 ' /�s 7.OZ F o I Gf I IO _ R�W m _ _. a O' + - - -+- _ { D_2 E_ 5 AJ VE E T E. 5. D pO . N Z P . L G L G G C + G E �18 ST U T 4.A6LP P q D-z i3 0 - - m W Ct eye N � . V 00 4.7BFP5 W o 8 ToP O V � wi P r- r n r I` O t9 m 18 2. } r - . . f { r r t � I /8 ,2.�.P 0.�5h D-ZgEO, 01 ! r � y/s 13 - H 7 b� I y'9 T >= c s 2 0 1 ob o 00 c - _ - 7 ST D / I 1 E ST/l/G G�AgE 75 Txrsfnuarabe pv 2$E ✓'' 11 __ ��� l I N pp n �7 n W t i 1 ` _ _- - 1 oz. -- � /.Z I 0/ •AyC. 8 ° � - T� e- GV E 4 AT O - + +- 92 c.f -- _ _ - F U C / n -n W p O. n O r o I. PIPE T ! O - I nZ C IJS�¢ CT 80% g• .V. lid �' �l + P W E T 1 4 - T ucfi3/.8rLF .08/ i i v P V.C. ° j t JA. _ _ ANE -.__ _ - --L��'� C S /5 PVC. - ----_ - _ CONCRETE A' APRON BROW DITCH t/ 8+00 7+ 00 °� ' W 3 z�DQ 3o N > vwdo: +00 5+00 4+00 3+00 2+00 1 +00 7 a Q . W POSITIVE 3' PCC R 5' X 10' R I PRAP (D-401 V X T 2 ,¢ lA/ ,2E E E /ST/NG A,l/ U z -- A/ T : P O I D Q q e ° MC CLE O � --� o � - � O E V DE G A.1/D ve5z/imr G2QDE P,e/Oe To }F3��Q x vs mph gWAY FleOM MANHOLES. RIBBON B' PAD W/FILTER FABRIC Ct7NSTlZUCT/NG SEWEe L/NE �� 9�zo w N cD m SETWEE.C/ MH.#/ AND M.H. # 2 'n;XZZwz w � W zv� GUTTER PER 501 LS ENGINEER owifwo a ���� ,i /, ,1, (NO.2 BACKING-['THICK) NO. DOR BEARING RADIUS LENGTH REMARKS NO FORBEARING RADIUS LENGTH REMARKS NO. AORBEARING RADIUS LENGTH REMARKS W°a wwwz WXL'I CAvRO/V ! •fL°?At 7 CENTERLINE DATA WATER DATA SEWER DATA zY�8c'a = USE EXTRA CAUT/OAT FOR CO�I/STRUCMAI I o Is RcP " o r r / ° , • u z w3�z ( I MATCH TO O N74 /5'/3 E 240.00 - / 574 /5 /3 fy /66.95 3 1 N27 5/ 04 W - 85.10' 8 a wUO p a ITL 74. 31 2 ✓r 74%5'/3"/y /// 05r. /4 2 S74°53'32 'W - 105.92' 8 w�aOaz +O AROUND EX/ST. (/T/L/7/ES N RIBBON GUTTER ( ea O z <a n O � PER SHEET 3 3 N/5°06'28'�V 47.52' 8 2ir(n3Wa 1 6 Y E / 2' CUTOFF A' STRAIGHT HEADWALL Fa �w TYPES SDRSD D-32 CURB DATA ® s74 9'o7"W - /37./8 a 1) SUBDIVISION $OUNDARY SCALE I = 40' WALL (D-721 4 574°/5'/3"W - /40.98' 1 SO /4°50'06" /50.010' .38 84' 8 � � SEXIST 2" GAS MAIN � � 5 4G°42'29" .30.00, 2446' 1 BROW DITCH • 7 A/2�50'OS"E /35.8 8 G -G� I I G-_---G- G- a • _ - _ g� 6 273 24'59" 40.00' /90.88' 1 7+34.58- I r 7 46°42.29" 30.00' 24.46' 1 7 SMH+�2 - E /0 Is PIPE TO RIBBON- GUTTER TRANSIT 10_N 8 N74°15'13"E - 139.12' 1 STORM DRAIN DATA EXIST 4" SEWER i I NOT TO SCALE LATERAL - - N p r_ r 6'-815E6' Q N24°1705"File) 4.25' D- s �� =1 EXIST.C4BLEELECTRIC I �rI i i ;? ° N L < I 1 M I 0 3 FOR SECT/OHS A A J a_ " Q W -mow w c, N w� o GRAD/NGPLAN 2674-6 51111 e 250.00' 35.9!' 18 CAUTION � EXIST. 1" W 31.5 + + I�Zw + _- EASEMENT NOTES U WATERLINE "� V N 3 3 U-w 1 a 3 N33°49'l7"E - 48.25' 18 ___- _--- _- . _ EXISTING GAS LINE �B 10 - i_'.:� 3 y/ W S W a-I w CON£TRUCTTON NOTE: 4 ° 24"t DEEP - = I N33 49 17'E 2.00' - ' 7 a�j (3�p' � �' INDICATES PRIVATE DRAINAGE EASEMENTPER 'DOCUMENT 8 I Q 9' 28 dgi �0 0 ,V 74 /3'00'E 2-00' 9 NN o O 29 5 z OW TNSTAL.I. 1" WATER SFRVICFs PER SAN DIE)Gi1T'1'0 6 Al 7-4-/3'001 32.98' 18 RECORDED 9 AS FILE/PAGE 2 I s Otgl O +q 29 t� + w h ��QN 12 Lij WATER DISTRICT STANDARD DWG . P­2 NQ9 3l•P8 Ol' OFFICIAL Rf COl'tU.; . ` _ �tv N 5 N N 5 �� Fi INSTALL FIRE HYDRANT PER - SAN DIEGUITO B INDICATES AN EASEMENT FOR SEWER PURPOSES ® 23 w r 6, Q CONTRACTOR TD/NSURE M/N/MUM Tl 0 CAUT ICON WATER DISTRICT DWG. P-1 . (COMMERCIAL) 6" GRANTED TO LEUCADIA COUNTY WATER DISTRICT EXEx/5 - SMHK3 7 5+43.56 " B S 'i 2 1 4 3 ldrOfP/PE W/Tf/O(IT✓Q/N7.f101 S INSTALL 4" PVC STANDARD SEWER LATERAL PER " d c FL X MJ VALVE FOR HYDRANT. 8 X 6 FIRE PER DOCUMENT RECORDED A., FAC/G/TE$ +95 5 EACf/S/DE �FjEE. 6+49.48. s' - LEUCADTA COUNTY WA'T'ER DISTRICT S'T'ANDARD HYDRANT TEE MJ X MJ X FL . FILE/PAGE OF' OFFICIAL /fJ"7D 27yf 7 % ' W 2 / : W YY EA4yf.. DWG . S-13 . ---- - 8 S 6 1 _SO 13 • RE:C;I3RDS . DEEP CAUTION�� � '4 O10 CONSTRUCT 18" RCP PIPE PER SAN DIEGO " " n EXIST/AIGWQTE2- S 4 5 $ 5 +OO 2+ 1+85 4+80.42-HYGE/AAVE = REGIONAL STANDARD DWG: PIPE D-ER O INSTALL 8 X 6 FL TEE , 8 FLX TYTON ADAPTOR, L/UE 1AJG DEEP 7 S.M.H. 5 8 2 19 1+00 JACOB LANE 24 8"x 4"FL REDUCER ,6"FLX TYTON GATE VALVE . 4+96.0 p 8 8 1 � 1 � 5 °o A' 1 CONSTRUCT 6" CONCRETE' CURB GUTTER AND O S 1 '.'r ° ' B + /TOTE: EXACT LOGAT/ON �NOOEPTH O 19 CONSTRUCT SEWER MAIN CLEAN OUT PER In SIDEWALK PER SAN DIEGO REGIONAL STANDARD POST"NO PARKING FIRE LANE SIGN PER q LEUCADIA COUNTY WATER DISTRICT STANDARD-DWG S-9 29 SEE SHEET 3 OF GRADING I (� "a eijW 3' w 2 , OFEX/ST. UT/L/T/ES TO BE DWG. G '1 . ENCINITAS FIRE DEPT SPECIFICATIONS . PLANS- 2674-G FOR OFFSITE , �J a p \.' (jW E5'TABL/SHED BYPOTf/OZIM6 I ?.0 TRENCH RESURFACING PER CITY OF SAN DIEGO DRAINAGE IMPROVEMENTS 2 hN �' wOz('`) � Q PR/OR TO e0N9Trf'UGT/ON ZO 4" AC PAVEMENT OVER 6 ' CLASS IT AGGREGATE O 18 v 1 - U STANDARD DWG. NO .G-25 AND SAN INDICATE ,, A: PUBLIC EASEMENT FOR DRAINAGE 2' O x�N a ti ti ' N 1(.,) UF_ } T �liyD PROF/LEI TOBE BASE . FEATHER `1'0 JOIN EXISTING PAVEMENT 06MOVEAA/D2EPGACe I o V - Na h w FOR SMOOTH TRANSITION . DIEGUITO WATER DISTRICT STANDARD SECTION PURPOSES OFFERED FOR DEDICATION AS SHOWN PER EX1I (I'CHA/uL1AlK /0' G V� Q / 5� �I ti :b �, y' N O)=W �n NW Ap✓USTED IFNECESSARY 4 . IF. SPECIFICATIONS ARE IN CONFLICT, FINAL MAP TM 90-091. FEA/CE45AJECESSA27' ° m o 3 i�N' a W a n Uw I \J 3O 1 CONSTRUCT DRIV WAY PER SAN DIEGO REGIONAL MOST STRINGENT STANDARD TO BE USED. III- 18 a N� a S S S S V+ H U0 L� s l'ANDARD nwG GL4A AND AS PCR PLOT PLAN: �� f SEE DWG. 26 4-G FOR ALLfY p1 -- 5 Q Z m 3 �t �� W + 3 � = h FO INDICATES A PU�3LIC ROAD EASEMENT PER ✓ g (' 23 CONSTRUCT AC OVERLAY 1 1/2 MINIMUM DOCUMENT RECORDED APR/L 5 1955 As IMPROVEMENT- `- h z ' �W �^ � N 3 W kQ O L� 0 �7� 6 a o�O -1U � . Q' Q� W 3 5 INSTALL :iTOP" SIGN PER CALTRANS STANDARD THICKNESS . SMOOTH AND FEATHER TO JOIN FILE/PAGL S/2� 5/6BOOK5593 OF' OF how U"1 7„ to W R-l . EXISTING AC. - 4 ow O r c. RECORDS ,. 5 �� D-2 D-32 _ i j Z © INSTALL CENTERLINE MONUMENT PER SAN DIEGO 26 CONSTRUCT STREET LIGHT PER SAN DIEGO EO INDICATES PROPOSED A'PRIVATE DRAINAGE EASEMENT SEE - DA - -� '- _wtai- r)U- -1- - - - - °off3 C1VCOM & ASSOCIATES COUNTY STANDARD DWG . M-I-0 , REGIONALSTANDARD DWG. E-1 (IOOWATTS H.P.S. DETAIL +� _ 9449 Balboa Avenue, Suite 301 W San Diego, California ENCINITAS FIRE DEPARTMENT SEWER LATERALTABLE 7 INSTALL SEWER MANHOLE PER LEUCADIA COUNTY 27 INSTALL 2 BLOW OFF PER SAN h W (619) 505-8800 Fax: (619) 505-8866 O SUBDIVISION BOUNDARY y WATER DISTRICT STANDARD DWG. S-4 DIEGUITO WATER DISTRICT STANDARD DWG. P- LOT STATION IE® MAIN IE@ R/W LENGTH TO SLOPE CURB EL. DEPTH BELOW 6 4 . END CAP WITH THRUST BLOCK . 1 1+,90.02 77.8/ 83.48 28.00' /5.96 89.03-CURB 550 E JACOB LANE (PUBLIC) OEE �O ® INSTALL D" PVC T STANDARD PER LEUCADIA COUNTY 11 2 2+22.00 75.94 78./0 28.00' 3.43 85.43 7.40' WATER DISTRICT STANDARD DWG. S-12. D-2 CONSTRUCT CURB INLET TYPE B PER SAN DIEGO REGIONAL-STANDARD DWG, D-2, L =6:5' . B 3+26.84 69.94 72.50 49.86' 2.73 78.10 5.60' 12 INSTALL 1" AIR VENT PER SAN DIXGUITO 4 3+33.84 69.85 7228 52.58' 2.34 77.30 5.60' PLAN ~� SIGNATURE DATE WATER DISTRICT' STANDARD DWG. P-10 . D-9 CONSTRUCT STORM DRAIN CLEAN OUT - "TYPE 5 4*05.00 68.94 u A rya` A" PER SAN DIEGO COUNTY STANDARD DWG. D= 6 4+'09.00 68.87 N/A SCALE 1"=40' �+ lac 13 INSTALL t3" PVC WATERLINE (CL 150) , (C -900) 9 . 7 3+36.94 69.81 72.08 46.44' 2.30 77,66 5.60" LEUCADIA COUNTY WATER DISTRICT 8 3+29.94 69.90 72.05 46.69' 2.03 77.86 5.80' D-3 CONSTRUCT CONCRETE HEADWALL PER PUBLIC SEWER SYSTEM APPROVAL CONTRACTOR TO LOCATE AND VERIFY ALL EXISTING UNDERGROUND g 2+/9.010 76.1/ 78.52 28.00' 4.32 85.80 7.30' 14 INSTALL 4" PVC WATERLINE ( CL - 150)�(C-900) SAN DIEGO REGIONAL STANDARD DWG. D-32 APPROVED BY: DUDEKANDASSOCIATES, INC. 10 / +92.95 7763 , 82.98 28.00' 14.82 88.72 5. 70' FACILITIES PRIOR TO SCHEDULING CONSTRUCTION AND NOTIFY AN D R I PRAP PER DETA I L FOR PIPE TO RIBBON /Il n z/ NO ADD /.20' TO I.E. (Pole Wye) ENGINEER OF'WORK IF CONFLICTS EXIST. GUTTER TRANSITION SHOWN AT RIGHT. f(li7 �1 1 ., ._L "I_ N41917 1228-53 T 15 INSTALL 12" 8• EPDXY TAPPING SLEEVE, &' FLX TYTON @ M4LV TO COMPUTE SLOPE. TAPPING GATE VALVE W/THRUST BLOC K,RESTRA INED JOINT AT VALVE CE 514 TE JOB NUMBER REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SAN DIEGUITO WATER DISTRICT DESIGNED BY DRAWN BY CHECKED BY DRG T� WAP APPROVALS CITY OF= ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. 5 U/LT1R.EV16EO - - �5 T�/O/'Y DESCRIPTION: CO.OF SO.U1307 PLANS PREPARED UNDER SUPERVISION OF APPR( V D 7^ 2P-^ l PLANS FOR THE IMPROVEMENT OF: TM 90-091 WATER LATERALS LOCATION : 49.4 FT. W.OF (L VULCAN AVE. 31.5 FT. N.OF SIGNAL LIGHT 1"=401 * DATE : �7 BY: I HORIZONTAL (-091 2674 I NO,2361 f J RECORDED FROM: N 6 S 1978 LEUCADIA r R.C.E. NO. : 51348 VERTICAL 1° - 4 R. B IA � DATE: -7 - °1�7 TM ELEVATION: 55.008 DATUM: M.S.L. - SIGNATURE DATE EXP. �•°`, .��� WORK PROJECT No. SHEET 2 OF 3 PE 349 , t 1 - - T t - _ . t 4 4 t l { + 12.5 > ♦ + _ JIOVN XISTINd R f + ± ± + � RR� � I _ _ / f + - - + + + t Pr. I r { —4- � __ _ t t +-t 11. N 3 t 4 E1 I P + { + - a 8 • , :� M N } t-44 04 SI cm % 4G a 0 � co Q I 0 1 TI - t _ - 1 �-f--� MEMO"own 9 f t I + - + + +. !2" ct - — - + - 1 + + + t 4 + 1 CKX - - E C/ V. 34 P. : F F 4d] R' RFTIJ* RNH--TFJ i 7 _LT�19 I T. I I 5CAU : R Z 1," =_40 ' PROFILE .: HYGE .A VENUE SC.A LE. HORIZ,. I. 0.' . . . . . . J - . . . . . . . . . . - — f + — II } { 7+00 6+00 5+00 4+00 3+00 2;00 CONSTRUCTION NOTES NO. AOR BEARING RADIUS LENGTH REMARKS _ CURB DATA Di CONSTRUCT 6" CONCRETE CURB, GUTTER AND t S/5.48'/7"E - 2790' 1 SIDEWALK PER SAN DIEGO REGIONAL STANDARD 1 DWG. G-2 & G-7, w 2 S/5'50'00"E - 43.66' 1 3 90'05'/3" 30.00' 47./7' 1 0 4" AC PAVEMENT OVER 6 '1 CLASS II AGGREGATE Z 9 89054'47" 30.00' 47.06' t BASE. FEATHER TO JOIN EXISTING PAVEMENT Q t0 SIS°50'00"E 7/.G7' 1 FOR SMOOTH TRANSITION . J U - Q INSTALL STREET NAME SIGN_ PER SILN DIEGO Cil I CD m I I rl COUNTY DWG. DS-13 . Q QI I O CL O INSTALL CENTERLINE MONUMENT PER SAN DIEGO W i_(; ; K11 Q w3 i.•:i I G REGIONALSTANDARD DWG. Ma10 . N NI Q OI` Z � y l I I M 0 It Q CONSTRUCT SIDEWALK RAMP PER SAN DIEGO Q ��W 0 w NI I g I I QI > Z REGIONAL STANDARD I)WC. G-27 W �W 0 h I p - Z tip F I �] I - � 2© CONSTRUCT A.C. OVERLAY 1%2" MINIMUM W .jtvz p 7) I Q �j SEE 6E7TER OF McH15S10A/ 7.0 GP•ADE THICKNESS . SMOOTH AND FEATHER TO JOIN J V Q (0 � � 1 . I ICL O $I I m� AAI DALwCOA1.9TeUCTDRIV CW4YGA11`1C.E EXISTING A.C. Q �� �W 3j i_.. r„ h l_,i . -J 0 �1. Q 'p� 29 W/711746 Cl7YCAIGIAIEE2 U h~g \ L SEE SHEET 2 I �� I SE SHEET 2 +. � 9Y : A[LcE c.SauYE DATE: 2- 7-97: h o � MATCH iLINE I o 12 ` INSTALL I AIR VENT 'PER SAN DIEGUITO WATER kJQ $ W •3�: MATCH LINE $ ' DISTRICT STANDARD DWG. P- 10 /Wl�� �j�hp +49.9 PCC F R• 1 +48.07 _ — DRIIVEWAY EXISTING 96.357 + REMOVE AND RECONSTRUCT 29 POST "NO PARKING FIRE LANE"SIGN PER R/W Vh BD I 4 I °95.85 , DRIVEWAY PER DWG.2674-G ENCINITAS FIRE DEPT. SPECIFICATIONS EXIST.I°.P�— — - � p � EXIST.P.P. /X EX 197 GAS L/NE -. . ,,..•�::. ... , � �>— R0YIDE A 2-f007 TAPER Stop 1 c * ON BERM FROM 6"TO Oil EX/ST.B"SEfYER MA/N W W _ W COUSTRUCT /O' OF 6"A.C. BERM /SEANE2 MQ/A/ aMl K W / EX/8T.FH. iA 1 9-- PER/5DRR$DD R/W �1 II.. EX/ST. %2"A.C.P " h WATE2M4/N k kk N W4TEjeMAAI .C. j W EX/ST. S:M.H. \ti �P Y7 W cs HYGEIA AVENUE e a o (PUBLIC) - Q�' Q�pcES5lpp,�/ NOTE + COA.17'94CT0Q RESPOA/5/BC.E TO4B4AJ00AJE �O BNAT �y W10 u EX/STIAIG WATER METER AT W4TEQ M41AI. ENCINITAS FIRE DEPARTMENT CI V C O M & ASSOCIATES =' CONTRACTOR 717 /N$URE M/N/MUM /a/ Y 9449 Balboa Avenue, Suite 301 NO. S�tl2 ao OFP/PE�Iy/Tiy0UTJ0WIS)01YZW San Diego, California �' SIDE OF TEE. (619) 505-8800 Fax: (619) 505-8866 # cm�. SIGNATURE DATE qlF Of CAUTION CONTRACTOR TO LOCATE AND VERIFY ALL EXISTING UNDERGROUND LEUCADIA COUNTY WATER DISTRICT PUBLIC SEWER SYSTEM APPROVAL FACILITIES PRIOR TO SCHEDULING CONSTRUCTION AND NOTIFY APPROVED BY: DUDEK AND ASSOCIATES, INC. ENGINEER OF WORK IF CONFLICTS EXIST. 4?4�ia 4m. lPlf6/97 122833 CE 514 DA JOB NUMBER REVISIONS APPROVED DATE REFERENCES DATE � C { SCALE SAN DIEGUITOWATER DISTRICT SIG BY DRAWN 8 BY AP"10VALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. I $ 01LT IiohP DESCRIPTION: CO-OF SD:U 1307 DMK TJ WAP PLANS PREPARED UNDER SUPERVISION OF APPROV ' nq /� ^ y. 2 -g,7 PLANS FOR' THE IMPROVEMENT. TM 90-071 LOCATION: 49.4 FT.W.CF VULCAN AVE. DATE Cam- l °2 NO F36N.OF SIGNAL LIGHT HORIZONTAL 1".40' w BY, TM 90-091 2674 I RECORDED FROM: 16S 1978 LEUCADIA u o " ' R.C.E. NO. : 51348 /; - VERTICAL 1 - 4 R. BHATIA DATE: - ' ELEVATION: 55.008 DATUM: S.L. SIGNATURE DAT_ EXP. - - WORK PROJECT NO. - SHEET 3 OF 3 PE 349