1990-3089 G (Plans) S'LY LINE OF 40' R/W d
1 45' � S A N EL I JO SAN ELIJO AVE. A V E .
�C�C°��p400a0
103, APN 261- 190 -30 & 59
c 4� ��4C QDDG3C��3S
CD
2512 SAN ELIJO AVENUE ENCINITAS, CA.
Q ' 40
I
G L 0 10 25 50 -- 3 J JIJ LN lnl D Lr' Lnl LA�J g
AEGEAN PROPERTIES, A.J. DeMAYO,
�6' I JOANNE DeREMER
261 - 190 -59 __ - - _ ---
BLDG B / EXCAVATION= 0 CUBIC YARDS
` D II Z EMBANKMENT= 150 CUBIC YARDS
II
• IMPORT /EXPORT- 150 CUBIC YARDS
261 - 190 -30 6" PVC cn
MIRAFl 140 NL
PIPE —..II I c
BLDG TYPICAL I 0 PURSUANT TO SECTION 23.24.310 OF THE ENCINITAS MUNICIPAL CODE, THIS STATEMENT
A IS HEREBY SUBMITTED
GEOTEXTILE II AS A FINAL GRADING REPORT FOR THE SUBJECT PROJECT.
AS SUPERVISING GRADING ENGINEER ON THE PROJECT, I HEREBY STATE ALL GRADING,
15 — PAD 36.0 / W TALLED AG CONFORMANCE D RAINAGE FACILITIES ON THE SITE HAVE BEEN COMPLETED AND
MANCE WITH THE APPROVED PLANS AND REQUIREMENTS OF THE
40 `� INLET C CITY OF ENCINITAS CODES AND STANDARDS.
TO
/ 1 HAVE INSPECTED THE SITE AND FOUND THE EMBANKMENT AND CUT SLOPES TO HAVE
D MIN DAYLIGHT SAD 35.4 / 0 O BEEN CUT TO THEIR PROPER LINE AND GRADE IN CONFORMANCE WITH
SECTIONS 23.24.450
_ THROUGH
---+- /� 2X MIN. \., ---_ A 2 3 PAD 35.4 _ 23.24.500. ALL BUILDING PAD SIZES, ELEVATIONS,
DRAINAGE A BERMING
2
- I L_ `_�� 1 HAVE BEEN COMPLETED IN SUBSTANTIAL COMPLIANCE WITH THE APPROVED PLANS AND
10 — \
DR AINAGE
25 ANY APPROVED REVISION THERETO.
3
C
IN ADDITION, IN MY PROFESSIONAL OPINION, ALL WORK INCORPORATED IN THE LANDSCAPE
SUMP �� AND IRRIGATION PLANS AUTHORIZED UNDER THE PERMIT HAVE BEEN CONSTRUCTED IN
SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLANS, ANY APPROVED REVISIONS
ATRIUM DRAIN
' -- THERETO AND SECTION 23.24.510 OF THE ENCINITAS MUNICIPAL CODE.
� `��. : - -' �
CRUSHED ROCK
TH " AS—BUILT" GRADING PLAN HAS BEEN
3 I I A AND HAS BEEN SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. DER MY DIRECTION
EXIST. PCC 4
FOUNDATIONS 2:1 SLOPE MAX.
5 TO REMAIN EXIST. PCC PANTED IN ICE PANT,
FOUNDATION E (MATTING) 8 /
__��-- � TO REMAIN SECURED WITH JUT Z
\ II ` WITH 15 �`'' STUTZMA RCE 33598
25 AND WATERED \ DRIP IRRIGATION SYSTEM.
S ECTION 13-13 - -- _- _ `r �� �\�
7 II
SCALE: 1 " =4' HOR. do VER. 4 II
_ AS
ZL O 6 PVC PIPE (TYP.) #4 Ess�n�
FROM ROOF DRAIN. . j � l
CLEANOUT W
35 — J OVERFLOW N O. 3359F f
I 3 OVER
DRAINAGE � FLOW /RISER CONNECTION Exp. &_3G -94
SUMP a
�'O ® POSITIVE OVERFLOW 6" PVC qT CIV
PIPE TO DAYLIGHT Af
BOTTOM OF SLOPE.
30 — BY - DATE
4 4"
MIRAFl 140 NL
GEOTEXIILE w N 8 E 6 0. wommmam
N 89 E �
25 —
20 _
6" PVC
O
DRAIN
TYPICAL DETAIL �\ AIL BERM AUTOCAD 10 DWG. AEGEAN2.DWG 8/25/92
/ \ \ AT TOP of SLOPE PRIVATE CONTRACT
20 S ECTION C —C O��pEESSIpNq/ SHEET CITY OF ENCINITAS
SCALE: 1 " =2' HOR. do VER. � p . � y �
SHEETS
No. 33598 SITE PLAN FOR:
* Exos 3Q_94 * C10lOG� dLaID�C�LapC
�._ RIP RAP Ac �
CRUSHED ROCK IViI.
15 An t C OF �A� \��
-
CALIFORNIA COORDINATE INDEX
Date ey REVISIONS Approved Engin er of or
App'd Date ! 9-q2
/0//6/9 lN AS l ORA /NA
S ECTION A— A GE PC UMB //VG s�/ ry,7
8
SCALE: 1 " =4' HOR. & VER. By
�3?C�Ip�lul�la G�GJ ®aaC��°?OGI® CIVIL ENGINEERING & LAND SURVEYIN
2441 SACADA CIRCLE, LA COSTA, CA. 92009 (619) 943- 0509
Plan No. _ 3089 — G