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186 (2) C G TO A REVIEW ONLY AND DOES NOT RELIEVE ETD RCE. �0/l2 DA Tf Nv E ASSES E IXST T 0 93 = 1 IM EMENT ANS F01 IC,tL, 0 R MI R l� A1�0 N Ili B SM NT RIC NO I 1 I L �E ZTEZ.A STREET �A 0 EL OR YORK TO BE DONE BENTS CONSIST OF THE FOLLOWING WORK TO W DONE A T OF. T NDAF� S P LANS, THE STA T N THE ACCORD WITH THEE i N ACCORD , SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, "TEST EDITION), THE SAN DIEGO STANDARD SPECIAL - -- - PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUK C WORKS CONSTRUCTION, (ADOPTED BY THE SAN DIEGO REGIOI�RL STANDARDS COMMITTEE) THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION AND SQL APOU /S�allf �* . ROVME?M ?DAD STD. s& S OL - • •*A10 AWCe1A1G" S1il .SHOULD AW ACOVIS 2: TO ME �dUR /ED � t ~ TO PR .SECT ALL OF THE ST�PEElS /�tK'LUGi�'D 6W 17-16-9;5 ~AS. LL SLOPE' tP. /1 �� _ ABOVE F /�t/ /Sf/ GRstDE, E /�VTO � � rHE ,�ciwG sHACt e�- Pso � oar c��ur�,e. A4 s F / �' $f/f/LL 0E nAC 9 0" 60TH SIDES OF THE SHEETS Cllr SLOPE (2. 1) vn en ofx*w 1YS2� S - V T . - /T ROAOWAY D /etCE . T40 - .490 sr466E�PE0 50 THAT rMFICE• G tce !/J .S/61t/ EV6Cy /es OA 4Z re,e"^Ii 16 s/� o Tt/E Sr,C�2S. { *` 'sle* f5 SHwGL GE )We EtiC I - 11145 d /�E P�orerlr /o" (SEE GENERAL NO 2 P - SHEET Y 40- u° ' O4STit'!CT STA/l/Y.3�tir2DS E'RN (7Y' WA) -61 •••• 4 53 SLOPE Z , � _ riff- 2�8- - � , � �L "�f /'I+� k►N�� S / �A/ s� euL D BE REtI�► COWS 7XW7' A- C -A STi4L�F E C a GUTTER G•t �� I _ QeFHtND T E S /DF Ne�I�k CO�t/STi ?te�CT ? G ! f ) E�.AM swap 140-• 14+0- 140 jWTALL S7aP SIGN S 258- 258- u A'l LL s�E MANE -I�1 -} a � � 740- 1333- S #5 �. ,mow � O' .C. fLOW OhC�'C1''lGaf/ All , tO N S/ Rt& I emsS- 13&"lorm AS -A W STi2EET 2 CA DL 1= WAY 258 -14 - 01 U 0 1 F� 28a -t -- s? � E BROW /7L# I YP6A - - AT. 67PD17ND CONSTRUCT GONG L/N D D (b - 751 C� f � - a 25a_ ?SR -140 - 61 � !LEI! OW COAdSTRC/CT TYPE'$ -/ cums INLET (,o-,? D -J2) ?�- Z�_ too- 258 -740 - 02 >� M _ vPOR TOE OF . !0 E OnI � 35 A 1 L 1 t �- ?5d -140- O3 ?SS -140 - SO SCOPE AS SHOWN � � : s �• C0NS77(1CT A.C. CkrVROA/S (SEE DET2t !L) _Z , NO SCALE 'M O N PYAe'V � ; . --•• " EE SHEET 3 FOR LOC 258 S D t0. �. • E cmarr p 7w j'l'& r8-9) Q 140- SY TYP MBOLS OF EXTSTMG TORO NAT. 6RaaNO ,' C�2 .ePPROV ASE CURB fL !/JVAT� 47 - ?58 -140 - 04 r sUT'ri CaHST►T rrE "!r"[7l? -�► D -, ® 2 -- 1 + 0 - &IMPROVEMENTS 0 4 �c,� cr -a ,NSE,I/���z sU Q _ SCAB F1EA ,QE�oM+C 7a 95�� AvsTALL le-C.P. C vL 1/Fei?T D z d/GTL . CAMhUaO L O ( � � � L SECT 0 4 - � e S A !! At P -RAtP D -40 SEvrER LINES 'W ".a.e wL . , L oruEAs / T LL ROC ! ) N O GAS LINES a BRACERC� ROAD STA. 0 +00 TO STA. �.c• G Ae OCK S IZE AS IN Apt/ jD4 ANS) �Q Q' ?3a-14tf - t 4 ELECTRIC POLE NO S.. ALE CONST. BLOC/l RE•TA /N/A/G WALL C - 2W o- 25a -t oo- 32 W TELEPHONE POLE • pRpp Q�/3"le�llC'T 1�t2�1L e VA&Jfflaq (M -b) 258-140- 13 WATER LINES - w --- All � R /M� ' [v 258- `+� FENCE t x x _ +•� o to / Z CONCRETE BLOCK BALL 5' 12' k ' tZ' .S'/' A.C/ PR OILED PAVING • • • WROVE�+/E &W ER) M. DW. 3'Y 1101 CONCRETE PAVING 258- t2 258 -140 S.D. U - :: • .. , : W AVSTALL 49"P �/.C. WATE /NA /N —w 140_ W BUILDINGS •. L� �!/ 1 � E _ 0 p FIRE HYDRANT �♦ Ut Z �,+ *� �• AS SHOWN OKRA /�/STA[L�EE 1 40 _ ^ 40'PSA7W WZV4C Y MAP STREET LIGHT --• p,jp0 ' �__� ` -• %,, r � 238- EXIST. CONTOURS - •-- te5._. -- fIL � •:. -;: .: - 6 s ,� AIR �i_ ' ♦ 258- V t 40 233 - t 40 t t SPOT ELEV. /J�IS'TALL AMNUAL A /&R%"ZfAS'G MN'Z ', (AFA.AI'.) o SCALE - 200 - _ 09 EXIST_ WATER METER o W.M. MXD. P96. P -/D —' " 6 A.G BERM A.C. PAVING Oil APPROvEO AASE /a "4r16 #a- t Aws6 W. /�IVSTALL t" ecow• oFf, SMZ) � P-4 a -O 40 SE SHEET 3 �t RECKIEZA A#. STREET 33 -140 - 10 M 450NRY REMININS W..IU PER K AVSTALL 1 " CRPP6* M SEePYlCEfit/j -- _ SAS Z E A w E ORCHIDIA S E� 5 D 6i777 N sAwa au P ?58- f�. BBR A �orE. ADZ xN e9�ID E>'C /ST_ WATfR 258-350- 258- 330- A'v J irk t<"'A.C. ��ry/ c CAM /MD Q, � CONS• T/?& E?_C_ r9feusr D LOCi�, Sam AVI d - - 340- 48 „ ' mu o 138 - ,�30I - 34 185 rr• e" 3�A.c /G "• A. e o �� E LEVATI O N M ANHOLE S.M.M. TY PICAL SECTION EL w 238 -350 - J" BENCH MARK B.M. ' 1 � -� 2W-3w CONSTRUCT CDNST ALL STREETS EXCEPT STA. 0 +00 'R) 0 + 81.78 MACERV AW - 47 12 258- 3.50 EXISTING EXIST NO SCALE IAfPROVE�fENTS (s� s70. DW . COL 3? CORRUGATED METAL PIPE C.M.P. INSTALL B"'P_ U.C. SEWEl7 A/AIN * `SDeP35 (S - •�!) —�-- -- i•_ gyp_ PROPERTY LINE !C IS ' ! G I/0�1/ TAL E M N b T/lAA/f�_ /7) {(/,W47-r-9 UAIC5 _5` Q 2W-330 t3 26d -330 -JO 31 PERCENT X, , C ! ROAD SURVEY R.S. AVSTALL SCAIEW PLUd ----f 2 258- 258- 258- 258 - Z RIGHT OF WAY R/W /1VSTALL 4"'Pt/.C. SE7VEP S S -l3 �--'- I ,50 ,350- 3.50- 350- M ASPHALTIC CONCRETE A.C. t 18 19 20 21 tV 23d - 3;S0 ?9 ST IRON PIPE C.I.P. 0 DUE Er AU A AL MMVM A /W7'7MI AFADlI�I� 1�M'X1T�fl�1 c h EASEMENT ESMT. At/D , C/ mmpAGr&R t 6xol IEE2'S kECANME�tmff1AU3�!i r -VeET b Ane Cte1'n7FF MALL (S- Jd� REINFORCED CONCRETE PIPE R.C.P. A /MAT& MIT5 4c %F&XE jeFe VPA0r 4P:4) x � PLUG PLUG ' R/ W !'.i8 -370 52 258-370-02 POWER POLE ������ � I TELEPHONE POLE T.P. t I HEREBY DECLARE THAT I AM THE OF WORK 2 58-258-2 . 58 258 WATER METER W.M. C y FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE 370 370 370 370 WATER VALVE 3 Z • W.V. CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED 73 7 77 78 GATE VALVE 6 N IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS G•V. If f � 4.. - CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT CENTERLINE � STANDARDS �n 258 -370 - 10 HIGH PRESSURE H.P. �r OR,4,Vr' 3 ' . '� . A ASBESTOS CONCRETE PIPE A.C. P rYP I UIMVSTAND THAT THE CHECK OF PROJECT DRAWINGS h 258- 258 -370- POLY VINYL CHLORIDE P.V.C. AND SPECIFICATIONS BY THE CITY OF ENCINITAS IS 370- 2 82 CUL -DE -SAC �► N NC•�N,r � •A� � •4S D, 238 -370 - 30 79 37 CONFINE C.D.S. ' AS EAGINEER OF WORK, OF MY RESPONSIBILITIES STEEL PIPE S .P. C� o `Z Y p�'R PLAN M •� FO PROJECT DESIGN. Aft BOY 11�D yJ lr 3, a fa ��A SITE �� �• - 2 58 258 -370 - 1" 0 ` 370 7 258 -370 - 66 $� 11 l j g i d /0�'NAGK 47 A MELBA ROAD l ex. Aw" 7v SE A • C • PAVING SA/ A AAA &vEO B, 4•S Lj 1 / RfM4 ✓ED ME � LBA RD. r 1 258- PLAINS PREPARED SY � III ESS "q� Kew P � ,0t Us V 370 - J ��, A. p F T C Y 1 4L St C V ON Q PASCO ENGINEERING. ti� P •11� '9� �'�,� C oNS1- RVCTlaN NTS z C! Z �• (1019) 259 -8212 ,� O C /4 /�l /Nd h&Z DOR�4 Q D .S'TA � t DC. T.� re i' rIO R DATE .. VI CIN I TY ['� ENC /�t/ /TAB F/,fE A?OTECT /DA/ GtAeUrF S4A//TRTID�tl A�T� /CT W " "0. HIS w AY 1 A � No. 29577 � OcFAN ,�L uFF o v,4 y sm r3-tfr.vS . rV /sftc eo cn . MAP " 92073 soc� VffACH• CA 92075 EX�. 3131/99 f C AAfI/VD DE ORCH 1014 STA /4109.0 v TO 1I /` S$ • Sg RM C 04M2 � 3 98 'f�Q, - 8' (* 5ECr�on� 15 REVER 5 ED cry NO 5CALE • s _ �• 3 �, " Q ' t _ t � 7� 3 _ s `r w Uj q l£ OQ� Z: f W z �qj tea- � o�`� M_ 5 . • r OF C ALIF . - Z OF CALF CONSTRUC710N rE s r1 N 6 a ENt-. D vc , aY Ott 7 1q (f O •. t _Z1�1G .414 v/NEYARD A vE• sut TE'- 6 . �.Sc oN l DO C 924 C� Z 0 _ REVISIONS APPROVED DATE REFERENCES DATE CH MARK SCALE SW D/EOU/7D u/AlEiPAt57e�/Cr APPROVALS CITY DF EN CINITAS ENGINEERING DEPARTMENT DRAWING N0. L�J Q 0- ! E g Io Boo s r ` C/TY oreNC /N/T.QS NORI? �1/ERT. 1 PLANS PREPARED UNDER SUPERVISION OF RECOM EN D AP/i��,OVE I MPROVEMENT PLANS FOR f Mme^ D A�Ar *� ODD6 S j f As Sine -r • (L o CONTROL PT. "PZ " FOUND P, A �► i c 3 (,� � --, 7 J'3o �'ia 6 !r l.J(�C.�►� 1. A N WV l.JI�JRAO, J�11 v 111 O C 2 i =qp DATE . �9 BY: eY. REQUELA S ,C M EL c r. CNG• Wt rs 9, S, NA / L MIA e* HORIZONTAL LL Y J. Y&T ,4LILV D. ,4QL'N/ LD E vas e. 0- J r. WEST OF t -5 BR/OGE - z -z�• 4� R.c.E. ho.: f9577 - �. �z1 L , /� RO ROA OCEAN BLU F F WAY mss' CS � R E �►: 2 DATE: Z- t � f� DATt: 1 �HIDIA BRACE &.=17 ANSL. VERTICAL 04 KWALc N&W ' EXP. � - 9 j "��. R.C.E. R.C.E. - P /&& WORK PROJECT N0. SHEET OF 11 0 . SEWER NOTES 3. All areas to be tilled shall be prepared to be GE NERAL NOTES FOR IMP 7MENT PLANS GENERAL NOTES FOR ENCINITAS SANITARY DISTRICT AND WORK TO 'BE DONE filled and till shall be placed in accordance with CARDIFF SANITATION DISTRICT SAN DiEGUITO WATER DISTRICT NOTES standard specifications. All vegetable matter and A. GENERAL objectionable material shall be removed by the contractor from the ' surface upon which the fill 1. A PERMIT SHALL BE OBTAINED FROM THE CiTY DEPARTMENT OF PUBLIC ALL • WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD 1. WATER MAINS LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED / & S�Rtl � A RA4LI �11�7 d�ly.41i�, •• be placed. L oose oose fill 'and' alluvial soils WORKS FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (LATEST EDITION), THE SAN ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SAN DIEGUITO ��'� P&11160(6 P&11160(6 �'� �'� �� to 'be ' DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR WATER . DISTRICT. THE CONTRACTOR SHALL AND HEREBY DOES works constructions he if design co public shall be "removed to suitable firm natural ground. 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WiTH CiTY OF PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE SAN DIEGO REGIONAL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF standards of the City of Encinitas and the San The " an ed soils shall be scarified to a depth o re standard of 6 and then compacted to a minimum of 90 ENCINITAS PUBLIC ROAD STANDARDS. R�-VAL TESTS 5HD Die area Tonal drawings. STANDARDS COMMITTEE) THE SAN DIEGO REGIONAL STANDARD DRAWINGS ACCEPTANCE. g g g . An y It shall be the contractor's 13E R�Q(J /RED PR /OiQ To Co/V.5 - rAUC TtorV, (LATEST EDITION) AND THE FOLLOWING SPECIAL PROVISIONS: changes or revisions therefrom shall be approved percent. by the City Engineer prior to any request for responsibility to place, spread, water and compact 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WiLL the fill in strict accordance with specifications. CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT 1. TRENCH WiDTH SHALL BE PER SDRSD NO. S-4 UNLESS OTHERWISE NOTED. BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF SAN inspection. 2. The soils report titled '*` prepared by 4. Cut and fill slopes shall be cut and trimmed to BOUNDARY. OIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY P 2 PIPE AND BEDDING CONDITIONS: THE DEVELOPER. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL 6070011M . Alt . dated (& shall be considered finish grade to produce smooth surfaces and 4. ALL UNDERGROUND UTiL .ITiESVVn'FM THE STREET RIGHT -OF -WAY SHALL BE (A) ALL PIPE SHALL HAVE a MINIMUM OF 3/4 INCH CRUSHED ROCK ARRANGEMENTS FOR HIGH- LINING, TEMPORARY SERVICES, ETC., PRIOR TO as a part of this grading plan. All grading shall uniform cross sections. The slopes of excavations and embankments shall be shaped, planted and CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BENEATH THE PiPE. ALL PiPE OE015)I JG TO. I&E IN3TALLF PER SHUTDOWN. be done in accordance w ith the recommendations and trimmed as directed by the engineer of work and BERM, CURB, CROSS GUTTER AND PAVING. 5012617 S TYPE * C" specifications contained in said report. left in a neat and orderly condition. All stones, (B) V.C.P. AND A.B.S. TRUSS PiPE BEDDING FROM BOTTOM OF PiPE TO 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN roots and other waste matter exposed or excavation 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SIX (6) INCHES MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL, PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTER LINE FINISH- 3. Approval of this plan does not constitute approval or embankment slopes which are liable to become SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE CRUSHED AGGREGATE, NATIVE FREE - DRAINING GRANULAR - MATERIAL GRADE OF STREET. facilities, of sizes, location and type nor of improvements w it drainage hin street loosened shall be removed and disposed of. The t AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO HAVING A SAND EQUIVALENT OF 30 OR BETTER right -of -ways. Separate approvals a toe and top of all slopes shall be rounded in OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. 4. • ALL SERVICES TO OE CONSTRUCTED CLEAR OF DRIVEWAYS. for these shall be required in conjunction with accordance with the Grading Ordinance. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PiPE TO improvement plans. 5. All trees, brush, grass, and other objectionable MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY SIX (6) INCHES MiNiMUM ABOVE THE PIPE SHALL BE 3/4 INCH CRUSHED 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER material shall be collected, piled or otherwise OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. ROCK. A.B.S. SOLID WALL PIPE MAY BE USED ONLY WHERE PIPE INVERT BOX FOR EACH RESIDENTIAL LOT, WHERE INDICATED. 4. written permission shall be obtained for any off- disposed of off the site by the contractor so as - GRADES ARE 196 OR GREATER. site grading. to leave the areas that have been cleared with a 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE 5. Contractor shall take any necessary precautions neat and finished appearance free from unsightly DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO 3. AFTER COMPLETION OF PIPE LAYING, AU MAIN LIVE SEWERS, SEWER CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. required to protect adjacent properties during debris. Approval of location of debris fill shall CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN THE PRESENCE grading operations. Anything damaged or destroyed be secured from the soils engineer and City OF THE ENGINEER. AIR PRESSURE TEST SHALL BE USED UNLESS 7. INSTALL FiRE HYDRANTS 2 FEET FROM FACE OF CURB, iF NO SIDEWALK shall be replaced or repaired to condition Engineer prior to the disposal of any such EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS OTHERWISE DIRECTED BY THE ENGINEER. EXISTS, OR 2 FEET BEHIND WHERE SIDEWALK WILL BE CONSTRUCTED. existing prior to grading. material. iF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING 6. The &Kr/Z4T71e shall be responsible that any FACILITIES. 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER "SDRSD NO. ,�2. S. PROVIDE AiR RELEASE ASSEMBLIES AT ALL HiGH POINTS IN WATER MAiN. monument or bench mark which is disturbed or POURED IN PLACE MANHOLE BASES SHALL BE A MONOLITHIC POUR destroyed shall be re- established and replaced by 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS AND ELECTRIC FINISHED COMPLETE AT TIME OF POUR. PRECAST MANHOLE BASES ARE 9. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FROM THE CITY OF a registered civil engineer or a licensed land - COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND ACCEPTABLE FOR USE WITH 8-iNCH COLLECTOR SYSTEMS WITH ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CiTY RIGHTS -OF -WAY. surveyor. - - SHALL COORDINATE HiS WORK WITH COMPANY REPRESENTATIVES. INSPECTOR'S APPROVAL 7' The contractor shall desig 10. 714E DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE �, construct and ' maintain all safety devices, including shoring, NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE 5. • THE CONSTRUCTION OF 4-INCH SEWER LATERAL PER SDRSD NO'S S-13 AND WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, and shall be responsible for conforming to all � "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF S-14. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE. "CITY OF ENCINITAS RIGHTS -OF -WAY, PRIVATE EASEMENTS, AND THE local, state and federal safety and health ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES RESULTS APPROVED BY THE CiTY OF ENCINITAS, BEFORE THE WATER LINES • standards, laws and regulations. CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD NO. S-10, ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT 8 . Grading and equipment operating within one -half TELEPHONE: 232 -4252 TYPE A. OFFICE. (1/2) mile of a structure for human occupancy E. EROSION CONTROL 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCT M ED WITH 42 -INCH MiNU 11. PRIOR TO AWARDING WATER LiNE CONTRACT OWNER SHALL ADVISE shall not be conducted between the hours of 5:30 S. lf• IECONTRACTORSHALL NOTIFYTHEPACiFlCTELEPHONECOMPANYPRiOR COVER. p.m. and 7:30 a.m. nor on Saturdays, Sundays and 1. Ir+ case :mergenty work is required, contact 6,E11/ TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN City recognized holidays. A 3fyBRF/►rNE� Qat �'733-31 // (phone No.) . HIS WORK WITH COMPANY REPRESENTATIVES. DiEGUITO WATER DISTRICTS SPECIFICATIONS. 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAiNS AND 9. No grading operations shall commence until a 2. Equipment and workers for emergency work shall be NOTICE: ALL TELEPHONE SERVICES WITHIN THiS PROJECT BOUNDARY ARE LATERALS SHALL BE SHOWN ON ORIGINAL AS -BUILT PLANS, PRIOR TO .12. THE CONTRACTOR SHALL NOTiFYTHE DISTRICTS INSPECTION DEPARTMENT pregrading meeting has been held onsite with the made available at all times during the rainy "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND ACCEPTANCE OF WORK. 48 HOURS IN ADVANCE OFBEGINNiNG WORK TO ARRANGE FOR INSPECTION following people present: City Inspector, Civil season. All necessary materials shale be OF PROJECT Engineer, Soils Engineer, Grading Contractor and stockpiled on site at convenience locations to APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. Permittee The pregrade meeting shall be TELEPHONE: 293 -0595 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE scheduled with the City at least 48 hours in facilitate rapid construction of temporary devices DISTRICT ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE. 13. FILL AREAS MUST BE COMPACTED TO 90%, PRIOR TO PIPE INSTALLATION. advance. when rain is eminent. 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PiPE INSTALLATION. UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENT'S, AND 1# APPROVAL OF THIS PLAN BY S.D. W.D. DOES NOT CONSTITUTE A B . NOTIFICATIONS 3. Devices shown on plans shall not be move d or BEAR THE COST OF RELOCATIONS, IF NEEDED. REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF, OR THE modified without the approval of the Engineering 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS INSPECTION DEPARTMENT EXISTENCE OF NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR 1 • The existence and location of underground utility Inspector. 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND- 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. pipes and structures shown on these plans were OF PROJECT. obtained by a search of available records. To the 4. The Contractor shall restore all erosion control - INSTALLATIONS". FOR LOCATION OF CABLES AND APPURTENANCES NG _ best of our knowledge there are no existing devices to working order to the satisfaction of 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CiTY ENGINEER CONTACT APPROPRIATE COMPANY. 1a. ALL . EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, LE., LINE utilities except as shown on these laps, CROSSINGS, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE P however: the City Engineer after each run -off producing 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITIES CROSSINGS OR rainfall. ON THE "AS BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE 13 THE CONTRACTOR SHALL AND+IEREBY DOESGUARANTEE ALL WORK FOR WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON The contractor is required to take due 5. The contractor shall install additional erosion . DOES. GUARANTEE WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER precautionary measures to protect any control measures as may be required by the city DEDICATED TO THE CiTY OF ENCINITAS. A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK MAINS UNLESS GIVEN WRITTEN PERMISSION BY WATER DISTRICT. existing utilities or structures located at' Engineer due to uncompleted grading operation or BY THE OWNER AND SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, the work site. ' It is the contractor's unforeseen circumstances which may arise. TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO 16, WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN responsibility to contact the following 12 NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE owners of said utilities or structures prior 6. The contractor shall be responsible and shall take DOING, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICTS RELOCATED OUTSIDE THE AREAS TO BE PAVED. � to any excavation, for verification and necessary precautions to prevent public trespass WiTHiN THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE WITHOUT SATISFACTION. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY location of utilities and notification of onto areas when impounded waters create a 13. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION EXPENSE WHATSOEVER TO THE OWNER, EXCEPTING ORDINARY WEAR AND OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT commencement of work: hazardous condition. ONLY. CiTY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE TEAR, UNUSUAL ABUSE OR NEGLECT. EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW DEVICES ARE RESPONSIBILITY OF OWNER. a. Sewers EMMITAS SANt. DtST.XV -633 -� 7. All erosion control measures provided per the CONSTRUCTIO N O OF APPROVAL HE RE S PO NSIBI LIT Y OF ANY KIND FOR THE DESIGN OR 14. CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS, THE . C. Water: S. D.W. D. 760 - 433 -lf 4b approved grading plan shall be incorporated OF THESE PRIVATE IMPROVEMENTS. (IF APPLICABLE). APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE hereon. ALL PUBLIC SEWER LINES, INCLUDING SEWER LATERALS, LOCATED IN 17. MINIMUM HORIZONTAL SEPARATION OF Ur 'REOUiRED FlRE b. Gas ix Electric : S.D.c3. 4 E : t -t3oo- 422 - 4133 14. ALL LUMINARIES SHALL PROVIDE TRUE 90° CUTOFF, AND ALLOW NO ESCAPE HYDRANTS AND S.D.G.& E. VAULTS. d. Telephone : PAC SELL 1 8. Graded areas around - tile project perimeter must OF LIGHT ABOVE THE HORIZONTAL PUBLIC RiGHT -OF -WAY. •. Cable TV 1-800-422-4133 drain awa y from the face of slo at the 18. UTILITIES TO MAINTAIN MiNiMUM 5 SEPARATiONWHEN PARALLELING WATER conclusion of each work day. 15. THE CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEERS OFFICE A SERVICES. 2. Contractor shall notify the City Engineer g • All removable protective devices shown shall De PRECONSTRUCTiON MEETING AND SHALL PROVIDE AT LEASE 48 HOURS OF office 48 hours prior to beginning any work 1 "AS BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE 19. CONTRACTOR & DEVELOPER IS RESPONSIBLE TO RELOCATE ANY EXISTING on this project . Phone: 76 633 2770 in place at the end of each working day when the NOTICE FOR SUCH A MEETING. OF THE WORK, p ro ' � ( ) . WATER FACILITY (F.H., METERS, VALVES, VALVE BOXES, ETC.) THAT ARE five (5) day rain probability forecast exceeds EFFECTED BY ITS PROJECT. 3. The contractor shall give 24 hours notice on forty percent (40t). Silt and other debris shall be removed after each rainfall. 16. THE 6 MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO calls for inspection.. Phone: (760) 633 -2770 MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED WITHIN EASEMENTS AND All work performed without benefit o! 0. g sl opes fail to t 3 2 CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING T HATANYASBESTOS Should inat i on o f h ►dr os a eded s 1 MAY BE REQUIRED TO DEDICATE ADDITIONAL ACCESS EASEMENTS TO - inspection will be subject to rejection and to . Should 7.2IF .99 WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A removal, provide effective coverage of graded slopes (VO% « �" • MAINTAIN THE PUBLIC SEWERS. MANNER ACCEPTABLE BY THE SAN DiEGO COUNTY WASTE DIVISION. coverage) prior to November 15, the slopes shall T N1 5 6 O R.C.F. 4 01.92 - T C. GRADING be stabilized with punched straw installed in "WASTEWATER DISCHARGE PERMITS" AND "PLUMBING PERMITS" ARE accordance with- Section 35.023 of the Erosion and -- CoNSTRUG rrorV TEST /NG ANp �/V(r /NEER /MG r Sediment Control Handbook of the State of Q �pf ESSIp REQUIRED TO BE OBTAINED FROM THE CITY ENCINITAS AND DISTRICT DIAL WATF.,Q A� 1. All grading shall be inspected and tested by a �' /ME��' A�� SVl TE - G s A� PRIOR TO ANY CONNECTION TO THE SEWER SYSTEM. qualified soils engineer or under his direction. California Department of Conservation. ° the excavation p lacement �SGON�100 CA 92 ©29 r I �,, ,� v � j �CI�1QE ]71��'/$Tjt�fS a/ATFR L/1(�t:It/ t!�M/�tIDEL �� �4�/I�AD s He shall inspect and te st p SLOPE RAT / O S . t'o r*+ 7�/E �!/Of/AF�C/�t�`/I/UD AA�YJ,QTEiIIAAIt>4 A�E'7D� /,(%d7ALCED, G�iX/LD� /,t/,4TED and compaction of fills and backf ills and CUT - 1 1 FOR MINOR SLOPES, 2. f FOR MAJOR SLOPE rM S 1 ° THE PERM1TTEf WILL NOTIFY THE DIRECTOR Of PUBLIC WORKS rove with the w accordance A O,RS&RE 7F67M - compaction of trenches. He shall submit soils RCE C 040182 r eports as requ and will 'determine the FILL - 2:1 Slopes Deviating Front The Above will Require * r 9.3e • ? * P X Ell /S7zW wkr& P t1A1W &719 ., G�'A0.IU37€D 70 F/A// I P J,lq Chit �\�, &? lflc � suitability of any fill material. Upon completion Approval Of The Director Of Public works Alter ,��� �� �F7lJ,���� 1�lI77�/�N/ of grading operations he shall state that Review Of A Report From A Soils Engineer. OFCAi. 3 4a nA6gll inspections and tests were made by him or under EXCAVATION: ,o C.Y. FILL: ',, C.Y. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS AB 73 tequi:es emny person phinshig to conduct excavation nrrtify a tegivnal MM V,tE FI&AVE)MV W _1W - 0 . 174 A4 D P his supervision and that in h is opinion, all ' - SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. BEST- notification center at least two dogs prior to excavation and, if practical, the areas to �/�1.E.7C.L SE- , ,cL��P,SDii1/p L7E'y�i/I S ,8.24* embankments and excavations were constructed in WASTE C Y. A Separate Permit Must W a n OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText