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7098 • I I � 1 . CAUTION . _ „ „ E IT SHALL BE THE CONTRACTORS ~� —~ EN INI AS SA ITAT ON DISTR CT NOTES: WORK TO BE DONE: Q T�/ C T N I I R�EySPON6181UTY TD/�', /` p / D T MOLE /NE � 1. ALL SEWER WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SAN DIEGO IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THIS GA/ST /NL7 UNDERGRI/!//1/1/ ELECTRIC ! —� AREA REGIONAL STANDARD DRAWINGS. PUBLISHED BY THE SAN DIEGO COUNTY PLAN; THE CURRENT ENCINITAS SANITATION DISTRICT STANDARD SPECIFICATIONS r - DEPARTMENT OF PUBLIC WORKS, OCTOBER 1982 OR LATEST ADDITION. AND DRAWINGS FOR CONSTRUCTION OF SEWER MAINS AND THE STANDARD TO VERIFY NORIZONTW & SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1985 EDITION: THE SAN ' LOCATION PRIOR TO CONSTiPUCTION. ' ! 2• A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DIEGO AREA REGIONAL STANDARD DRAWINGS 1986 EDITION. - _ DAYS BEFORE CONSTRUCTION BEGINS. - I - -- 3 THE CONTRACTOR N SHALL N FY E SANITARY ENCINITAS S NIT RY DI TRI T 4 OURS _.- • D j j ! j PRIOR TO STARTINGWORKSO INSPECTION MAYBE PROVIDED AND SHALL STANDARD COORDINATE HIS WORK WITH DISTRICT REPRESENTATIVES. TELEPHONE N0. DRAWING SYMBOL - _ et LEGEND _ (619) 753 -6639. j ! 8" P.V.C. SEWER MAIN _S -4 — — - -- 4. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF * N L We INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL CLEAN OUT S 3 n PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. CONCRETE ENCASEMENT S -7 I p , , LATERAL S-13 i METALLIC WARNING TAPE S-19 - - -; -- G ENERAL RA S EW ER R NOTES � 1. TRENCH WIDTH SHALL BE PER SDRSD N0. S 4 UNLESS OTHERWISE NOTED. 1 - 2. PIPE AND BEDDING CONDITIONS. (A) ALL PIPE SHALL HAVE 4" MINIMUM OF 3/4 INCH CRUSHED ROCK BENEATH CITY OF ENCINITAS NOTES I - PE. t T � THE I TO SIX 1. THE C O T N ACTOR SHALL NO FIY THE UNDERGROUND SERVICE ALERT (USA) AT V.C.P. . . AND A.B.S. TRUSS PE BEDDING BOTTOM OF PIPE Q : ` -' (6) INCHES MINIMUM ABOVE THE F al SSHALLBEE SAND, GRAVEL, LEAST 8 HOURS PRIOR TOBEGINNINGWORK. 1- 800 - 422 -4133. ° • `� f + j EQUIVALENT OFA30VORFBETT B RAINING GRANULAR MATERIAL HAVING A SAND 2 ES SHOWN t (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE ON OBTAIINED OF -- 1 _ T X ) I C O I 6 N MUM A SHALL BE 3/4 INCH CRUSHED OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING i F es, ROCK. A SOLID ABOVE TH E PIPE SAL AL PIPE MAY BE USED ONLY WHERE PIPE INVERT FACILI B ES T TIESEXCEPT AS SHOWN ON THESE PLANS. HOWEVER THE CONTRACTOR -- i -- GRADES ARE 1% ORBETTER. IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING j 3 PIPE I LAYING, All MAIN LINE SEWERS, SEWER CIL TY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SERVICE CO LATRALSS N F AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF SHOWN ON THESE PLANS. ! THE ENGINEER. AIR PRESSURE TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 3. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE -- 17, - -� FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF - y y 4. THE CONSTRUCTION OF 6" OR 8" SEWER LATERAL PER SDRSD NO'S S -13 AND SHALL HE CONFIRMED BY L CO NEW WORK. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE f pr S-14. EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION - _ - - - - �— 5. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 -INCH MINIMUM TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF _ _ -- COVER, OR AS SHOWN ON PLANS. ACTUAL LOCATION OF EXISTING FACILITIES. " - + - - 6. THE FINAL LOCATION AND E ATI SEWER AN T LATERALS SHALL 4. APPROVAL OF THESE IMPROVEMENT PLANS S SHOWN DOES NOT CONSTITUTE ' E I L ELEVATION OF EW D WATER E T A H O I ! BE SHOWN ON ORIGINAL PLANS, PRIOR TO ACCEPTANCE OF WORK. APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. h " — 1 7. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT _ _ ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE. - 8. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. - - -1 • '__ 9. CONTRACTOR SHALL OBTAIN A CONSTRUCTION PERMIT FROM THE CITY OF Q — ENCINITAS DEPARTMENT OF PUBLIC WORKS FOR ANI EXCAVATION WITHIN - _ - - - - -' EXISTING CITY RIGHTS -OF -WAY. - - 10. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE SEWER DATA OWNER AND SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING, THAT MAY NO. DELTA OR BRIG. IRADIUSI LENGTH REMARKS � Ej PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR FROM m N33 °3/' f2 "W /36,21' B "PVC SEWER LAT. Cnur OWNER, ORDINARY DA OF WEAR AND TEAR, R, UNUSUAL WITH LABUSE EXP OR N GLECT WHATS EXPECTED. 7 m N ll' 221'_WE 42. It cs SL',9( i 11. WARNING TAPE: CONTRACTOR SHALL FURNISH AND INSTALL PER >- © N53 °35'23 0 E 30 44.' IT SHALL BE THE CONTRACTORS SPECIFICATIONS THE APPROPRIATE BURIED UTILITY WARNING AND _ RESPONSIBILITY TO POTHOLE THE IDENTIFICATION TAPE ABOVE ALL PUBLIC SEWER LINES INCLUDING SEWER (_4D 0:02 753.00' 26.21 23 *OS,O0 ENC //1/ ?A$ (jL� LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY. I SITE EXIST /N6 UNDERGROUND ELECTRIC 9 TO VERIFY HORIZONTAL 9 VERTICAL C" y � LOCATION PR IOR TO L'ONSTILICTION LEGAL OESCRIPiION: t w o d 2 'A PORTION OF OLD COUNTY ROAD SURVEY NO. 40, FORMERLY SAN kARCOS ROAD, E NLIN \S COUNTY ROAD SURVEY NO. 373, FORMERLY AMERSFOOT DRIVE AND OF.000NTY ROAD TB, N v a R o SURVEY NOS. 458 AND 458 -66, ENCINITAS BOULEVARD DESCRIBED IN FINAL �' s /� �2� THE RTOF AND FILE/ N O. ACCORDING TO H �► _ Atj / EXIST. 20'STORM DRAIN ESA1T, PLATS ON FILE IN THE OFFICE OF THE ENGINEER OF THE COUNTY OF SAN DIEGO. }� TO L'OUNT7 DFSAN DIEGO INCLUDED WITHIN THOSE PORTIONS OF LOTS 1 AND 2 OF RANCHO RIQUEZA, L N , ACCORDING TO MAP THEREOF NO. 2133, TOGETHER WITH THOSE PORTIONS OF THE RIQUEZA 6T• - e PER DDC. CEC e-7- WEST HALF OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION AS F/P 75-01.981(p D.R. 15, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNADINO MERIDIAN, IN THE T COUNTY O THEREOF. F SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO OFFICIAL PLAT \\ l 7 2A5gG�P\ s � VICINITY MAP NO SCALE SITE ADDRESS: APPROX. 150• NORTHWESTERLY OF THE CENTERLINE INTERSECTION OF p� /,_Q'iJ ♦ ARO ��\ �, F :. �, t J QUAIL GARDENS DRIVE AND ENCINITAS BLVD. � �A I 6` li. � T / \ \ \ \ � \ ASSESSOR'S PARCEL NUMBER 258- 130 -37 & 38 CALIFORNIA Qf E SS /py�l ' I I, COORDINAT NAT 322 -1682 (' \ / .�l �_77 �\\ I 00 I ES w , No ( W - \ w AS BU I LT DAD WN R: QUAIL GARDENS, LTD., A CALIFORNIA LIMITED PARTNERSHIP �\ SUITE 2 / �, \ \ 5820 MIRAMAR ROAD, SAN DIEGO. CALIFOPRESIDENT� S 5' 9lF �F V 1 V \� RNIA 92121 C A� FFF C \\\\� a TAT L. WAI R.C.E. 26433 DATE I o u 145 NOTE • C i g �r F41 ENCINITAS SANITATION DISTRICT PRIVATE CONTRACT ,X 146 o CO y� TD MA /NTA /N x �� P AP Q CAD �� �p EXy NTRACTOR ISTING SWALE TD INLET .�CQ 'P Q �• THE ENCINITAS SANITARY D ISTRICT APPROVES THE PROPOSED SHEET � CITY OF ENCINITAS D� ! ¢ '�' I SHEETS Z ', 6 4 BOX F PROPERTY ROM NEIGHBORING CONNECTION OF THE PRIVATE SEWER LATERAL SHOWN HEREON Ot3 p� T TH DISTRICT P BLIC WER SYSTEM. �' I..V X52 0 Q p � \ e mss _ 6 8 F 1• ( E m, PLANS FOR /J THE IMPROVEMENT OF 15a ' / \ a T� V ,�j� �,��� 1�j�• ` 8• `�r P \ JACK KUBO , CE 1005& DATE / e e (� PR /Y�9TE OFFS /TE Z , N01F• `�� oNg(. o�� E IV 40 \ DISTRICT ENGINEER S EWER LATERAL w • APRO DO NOT ENCROACH UPON OR � �1�, \ \ C ITY P VEO CHANGES BENCH MARK IN QUAIL GARDENS APARTMENTS W STORE DIRT MUMS OR '� P ��' LJ . No. Oat n,l o" Approge One EQUIPMENT ON THIS PROPERTX. Z`�+V Es \� \ � PS � 1 • :96 WILT -� � it DESCRIPTION A ST MOH. 90 ReternmenAd ler aryrer N: Aeer•r.E 58 s QUAIL GARDENS APARTMENTS SITE I \ 5 � \, 5.�'� LOCATION 115 FT WEST OF /NIFRSECTION NITII WESTLAKEST, CITY ENGINEER o , r_ - o CC CD PLAN: B" PYC ARIK TE SENER LATERAL 2 °4 5 O 6 0� RECORD FROM � U 0 I, l1NT)° OF 60 Y � MARK BOOK E " «""' Iwo Cn.ak.e e . I SCALE I "4 2O� P D��! 1�2 ELEVATION. I4b,2B2 DATUM. NMOwl41.. G G R C E W HCH JOB # OY524 FILE NO,